Loading...
Agenda 12/13/2022 Item # 9C (Brightshore Village SRA - PL2021001067)9.0 12/13/2022 EXECUTIVE SUMMARY This item requires that all participants be sworn in, and ex parte disclosure be provided by Commission members. Recommendation to approve a Resolution designating 681.5 acres within the Rural Lands Stewardship Area Zoning Overlay District as a Stewardship Receiving Area, to be known as the Brightshore Village Stewardship Receiving Area, which will allow development of a maximum of 2,000 residential dwelling units, of which a minimum of 10% will be multi -family dwelling units, a minimum of 10% will be single family detached, and a minimum of 10% will be single family attached or villa; a minimum of 106,000 and a maximum of 120,000 square feet of commercial development in the village center context zone; a maximum of 100,000 square feet of indoor self storage in the village center context zone; a minimum of 20,000 square feet of civic, governmental, and institutional uses in the village center context zone; senior housing including assisted living facilities and continuing care retirement communities limited to 300 units in the SRA; and no commercial uses in the neighborhood general context zone; and 15 acres of amenity center sites; all subject to a maximum PM peak hour trip cap; and approving the Stewardship Receiving Area Credit Agreement for Brightshore Village Stewardship Receiving Area and establishing that 5198.4 stewardship credits are being utilized by the designation of the Brightshore Village Stewardship Receiving Area. The subject property is located north of Immokalee Road, northeast of the intersection of Red Hawk Lane and Immokalee Road in Sections 18 and 19, Township 47 South, Range 28 East, Collier County, Florida.PL202100010671 OBJECTIVE: To have the Board of County Commissioners (Board) review staffs findings and recommendations along with the recommendations of the Collier County Planning Commission (CCPC) regarding the above - referenced petition and render a decision regarding the petition; and ensure the project is in harmony with all the applicable codes and regulations in order to ensure that the community's interests are maintained. CONSIDERATIONS: The Rural Lands Stewardship Area Overlay District (RLSA) was developed to protect natural resource areas and agricultural lands. The RLSA encourages property owners to voluntarily protect environmentally valuable land for public benefit. The mechanism to achieve the protection of environmentally valuable land is the designation of a Stewardship Sending Area (SSA) in exchange for Stewardship Credits, which are used to entitle the Stewardship Receiving Area (SRA). Brightshore Village SRA requires 5198.4 credits to entitle 649.8 acres of development. (Note: no credits are required for the 31.7 acres of public benefit use within the SRA.) The Natural Resource Index Assessment documents the existing conditions and Natural Resource Index (NRI) scores within the proposed SRA for the Brightshore Village SRA. It should be noted that the NRI scores demonstrate that the Brightshore Village SRA meets the Suitability Criteria contained in the Collier County Land Development Code (LDC). Please see the Environmental Review Section of the Staff Report for further information. The Brightshore Village SRA is one of five SRAs that have either been submitted for or have received an SRA designation. The other four SRA Villages are Hyde Park Village SRA, Rivergrass Village SRA, Bellmar Village SRA, and Longwater Village SRA which have received SRA designation. The Brightshore Village SRA is 681.5± acres and consists of two context zones that are required per the SRA Overlay regulations: a 384.7± acre Neighborhood General and a 107± acre mixed -use Village Center. The Village has access to Immokalee Road and Red Hawk Lane. The Village Center context zone is located along Immokalee Road. The Neighborhood General context zone is located behind and to the west of the Village Center context zone. A lengthy perimeter lake and linear park system run along 70-75% of the boundary of the Village. The lake system serves as part of the Village stormwater system and acts as a deterrent to wildlife. This SRA application for Brightshore Village SRA will include approximately: Packet Pg. 113 9.0 12/13/2022 • 2,000 residential dwelling units with a density of 2.9 units per acre • a minimum of 200 multi -family dwelling units located within the Village Center Context Zone; • senior housing including adult living facilities and continuing care retirement communities and limited to 300 units; • a minimum of 106,000 square feet and a maximum of 120,000 square feet of neighborhood -scaled retail and office uses; • a maximum of 100,000 square feet of indoor self -storage use; and • a minimum of 20,000 square feet of civic, governmental, and institutional uses. The Village will also have other uses such as three Amenity Centers, Park Preserves, and Parks. The required minimum of 35% open space is 238.5± acres, and 40% open space, or 274.7± acres has been provided. For further information, please see Attachment A -Proposed SRA Resolution. FISCAL IMPACT: As required by Policy 4.18 of the Future Land Use Element within the Collier Growth Management Plan, the Brightshore Village SRA has demonstrated it will be fiscally neutral to the County at build - out, specifically for the provision of transportation, potable water, waste water, irrigation water, stormwater management, solid waste, law enforcement and schools. The County collects impact fees in accordance with Chapter 74 of the Collier County Code of Laws and Ordinances prior to the issuance of a Certificate of Occupancy to help offset the impacts of each new development on public facilities. These impact fees are used to fund projects identified in the Capital Improvement Element of the Growth Management Plan as needed to maintain the adopted Level of Service (LOS) for public facilities. Other fees collected prior to the issuance of a building permit include building permit review fees. Please note that impact fees and taxes collected were included in the criteria used by staff and the Planning Commission to analyze this petition. GROWTH MANAGEMENT PLAN (GMP) IMPACT: Comprehensive Planning staff has reviewed the proposed SRA and has found it consistent with the Future Land Use Element (FLUE) of the GMP. See Attachment B-FLUE Consistency Review. COLLIER COUNTY PLANNING COMMISSION (CCPC) RECOMMENDATION: The CCPC heard Petition SRA-PL20210001067, Brightshore Village SRA on October 20, 2022. The CCPC voted 5-0, with Commissioner Klucik recusing himself due to a conflict, to approve the petition subject to staffs Conditions of Approval and the following Conditions of Approval: • The Trip Count shall be revised from 1764 to 1761 trips. • The linear park shall be completed by the 750th Certificate of Occupancy. • A minimum of 20 parking spaces shall be provided at each linear park trailhead. • Golf cart rules will be enforced. The developer will provide an information sheet to owners and develop a program for the homeowner's association to enforce. The Conditions of Approval have been incorporated into the SRA Resolution. Please see Attachment A -Proposed Brightshore Village SRA Resolution. LEGAL CONSIDERATIONS: This petition requests the creation of the Brightshore Village SRA. A Village is described in LDC Section 4.08.07.C.2 as: Villages are primarily residential communities with a diversity of housing types and a mix of uses appropriate to the scale and character of the particular village. Villages shall be not less than 100 acres or more than 1,000 acres. Villages are comprised of residential neighborhoods and shall include a mixed -use village center to serve as the focal point for the community's support services and facilities. Villages shall be designed to encourage pedestrian Packet Pg. 114 9.0 12/13/2022 and bicycle circulation by including an interconnected sidewalk and pathway system serving all residential neighborhoods. Villages shall have parks or public green spaces within neighborhoods. Villages shall include neighborhood -scaled retail and office uses, in a ratio as provided in Section 4.08.07 J.1. Villages are an appropriate location for a full range of schools. To the extent possible, schools and parks shall be located adjacent to each other to allow for the sharing of recreational facilities. The Village form of rural land development is permitted within the ACSC subject to the limitations of Section 4.08.07 A.2. The burden falls upon the applicant to prove that the proposal is consistent with the above Village requirements and all the criteria set forth below. The burden then shifts to the Board of County Commissioners, should it consider denial, that such denial is not arbitrary, discriminatory, or unreasonable. This would be accomplished by finding that the amendment does not meet one or more of the listed criteria. Criteria for creation of SRA 1. Consider: Compatibility with adjacent land uses. 2. Consider: An SRA must contain sufficient suitable land to accommodate the planned development. 3. Consider: Residential, commercial, manufacturing/light industrial, group housing, and transient housing, institutional, civic, and community service uses within an SRA shall not be sited on lands that receive a Natural Resource Index value of greater than 1.2. 4. Consider: Conditional use essential services and governmental essential services, except for those necessary to serve permitted uses and for public safety, shall not be sited on land that receives a Natural Resource Index value of greater than 1.2, regardless of the size of the land or parcel. 5. Consider: Lands or parcels that are greater than one acre and have an Index Value greater than 1.2 shall be retained as open space and maintained in a predominantly natural vegetated state. 6. Consider: Open space shall also comprise a minimum of thirty-five percent of the gross acreage of an individual SRA Town, Village, or those CRDs exceeding 100 acres. Gross acreage includes only that area of development within the SRA that requires the consumption of Stewardship Credits. 7. Consider: As an incentive to encourage open space, open space on lands within an SRA located outside of the ACSC that exceeds the required thirty-five percent retained open space shall not be required to consume Stewardship Credits. 8. Consider: An SRA may be contiguous to an FSA or HAS, but shall not encroach into such areas, and shall buffer such areas as described in LDC Section 4.08.07 J.6. An SRA may be contiguous to or encompass a WRA. 9. Consider: The SRA must have either direct access to a County collector or arterial road or indirect access via a road provided by the developer that has adequate capacity to accommodate the proposed development in accordance with accepted transportation planning standards. 10. Consider: Conformity of the proposed SRA with the goals, objectives, and policies of the GMP. 11. Consider: Suitability criteria described in Items 2 through 9 above [LDC Section 4.08.07 A.1.] and other standards of LDC Section 4.08.07. 12. Consider: SRA master plan compliance with all applicable policies of the RLSA District Regulations, and demonstration that incompatible land uses are directed away from FSAs, HSAs, WRAs, and Conservation Lands. 13. Consider: Assurance that applicant has acquired or will acquire sufficient Stewardship Credits to implement SRA uses. 14. Consider: Impacts, including environmental and public infrastructure impacts. The Board must base its decision upon the competent, substantial evidence presented by the written materials supplied to it, including but not limited to the Staff Report, Executive Summary, maps, studies, letters from interested persons, and the oral testimony presented at the BCC hearing as these items relate to these criteria. This item has been approved as to form and legality and requires a majority vote for Board approval. Should there be a dispute as to any of the deviations to the Code requested by the applicant, a vote of four is required. (HFAC) RECOMMENDATION: Staff concurs with the CCPC motion to forward a recommendation of approval of Petition SRA-PL2021000067, Brightshore Village SRA, to the Board of County Commissioners subject to the approval of the companion Brightshore Developer Agreement, Brightshore Community Development District and Packet Pg. 115 9.0 12/13/2022 X. Prepared by: Nancy Gundlach, AICP, PLA, Principal Planner, Zoning Division ATTACHMENT(S) 1. Staff Report - Brightshore SRA 9-23-22(PDF) 2. [Linked] Attachment A -Proposed Resolution - 11-29-22 (PDF) 3. Attachment B-Consistency Review Memo_FNL 8-31-22 (PDF) 4. [Linked] Attachment C-Agreement to Provide Potable Water, Wastewater and Irrigation Water - JAK signed 10.5.22 FINAL (PDF) 5. [Linked] Attachment D-Economic Assessment (received 9-19-2022) (PDF) 6. Attachment E-Peer Review of Economic Assessment 8-12-22 (PDF) 7. Attachment F-Public Facilities Impact Assessment 3-1-22 (PDF) 8. Attachment G-NIM Summary 4-27-22 (PDF) 9. [Linked] Attachment H-Application 9-23-22 (PDF) 10. Corkscrew Neighorhood Assoc. Letters of Concern 12-7-22 (PDF) 11. Updated Public Hearing Signs 10-12-22 (PDF) 12. legal ad - agenda ID 23768 (PDF) Packet Pg. 116 9.0 12/13/2022 COLLIER COUNTY Board of County Commissioners Item Number: 9.0 Doc ID: 23768 Item Summary: * * * This Item to be heard no sooner than 1:00 PM. * * * This item requires that all participants be sworn in, and ex parte disclosure be provided by Commission members. Recommendation to approve a Resolution designating 681.5 acres within the Rural Lands Stewardship Area Zoning Overlay District as a Stewardship Receiving Area, to be known as the Brightshore Village Stewardship Receiving Area, which will allow development of a maximum of 2,000 residential dwelling units, of which a minimum of 10% will be multi -family dwelling units, a minimum of 10% will be single family detached, and a minimum of 10% will be single family attached or villa; a minimum of 106,000 and a maximum of 120,000 square feet of commercial development in the village center context zone; a maximum of 100,000 square feet of indoor self storage in the village center context zone; a minimum of 20,000 square feet of civic, governmental, and institutional uses in the village center context zone; senior housing including assisted living facilities and continuing care retirement communities limited to 300 units in the SRA; and no commercial uses in the neighborhood general context zone; and 15 acres of amenity center sites; all subject to a maximum PM peak hour trip cap; and approving the Stewardship Receiving Area Credit Agreement for Brightshore Village Stewardship Receiving Area and establishing that 5198.4 stewardship credits are being utilized by the designation of the Brightshore Village Stewardship Receiving Area. The subject property is located north of Immokalee Road, northeast of the intersection of Red Hawk Lane and Immokalee Road in Sections 18 and 19, Township 47 South, Range 28 East, Collier County, Florida. (Companion Item to be heard at the same time as Items 91), 11B, and I IC) [PL20210001067] Meeting Date: 12/13/2022 Prepared by: Title: Planner, Principal — Zoning Name: Nancy Gundlach 11/02/2022 12:57 PM Submitted by: Title: Zoning Director — Zoning Name: Mike Bosi 11/02/2022 12:57 PM Approved By: Review: Zoning Zoning Growth Management Department Growth Management Department Growth Management Department County Attorney's Office County Attorney's Office Office of Management and Budget Office of Management and Budget County Manager's Office Board of County Commissioners Ray Bellows Additional Reviewer Mike Bosi Division Director Diane Lynch Growth Management Department Mike Bosi Transportation James C French Growth Management Heidi Ashton-Cicko Level 2 Attorney of Record Review Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Debra Windsor Level 3 OMB Gatekeeper Review Laura Zautcke Additional Reviewer Amy Patterson Level 4 County Manager Review Geoffrey Willig Meeting Pending Completed 11/07/2022 9:35 AM Completed 11/10/2022 3:33 PM Completed 11 /10/2022 4:00 PM Skipped 11/07/2022 2:04 PM Completed 11/23/2022 3:56 PM Completed 11/29/2022 2:17 PM Completed 11/30/2022 8:56 AM Completed 12/01/2022 8:37 AM Completed 12/01/2022 2:57 PM Completed 12/07/2022 2:59 PM 12/13/2022 9:00 AM Packet Pg. 117 9.C.1 coi ie' r County STAFF REPORT TO: COLLIER COUNTY PLANNING COMMISSION FROM: ZONING DIVISION — ZONING SERVICES SECTION GROWTH MANAGEMENT DEPARTMENT HEARING DATE: OCTOBER 6, 2022 SUBJECT: SRA-PL20210001067, BRIGHTSHORE VILLAGE STEWARDSHIP RECEIVING AREA (SRA) APPLICANT/ PROPERTY OWNERS/AGENTS: Applicant: Mr. David Genson and Mr. Nick Casalanguida Barron Collier Corporation 2600 Golden Gate Parkway, Suite 200 Naples, FL 34105 Property Owners: Hogan Farms, LLC Barron Collier Corporation, Manager of Hogan Farms, LLC 2600 Golden Gate Parkway, Suite 200 Naples, FL 34105 Agents: Robert J. Mulhere, FAICP, President, CEO Richard D. Yovanovich, Esquire Hole Montes, Inc. Coleman, Yovanovich & Koester, P.A. 950 Encore Way 4001 Tamiami Trail North, Suite 300 Naples, FL 34110 Naples, FL 34103 BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 1 of 29 Packet Pg. 118 9.C.1 v cc CD O N QD m N W N O N N Location Map WP r • - ■ it li ■ Ii1111111 Allfi�l�ililll �� �111111 WIN ®11 11■�lII �11111 ■_ 111111 ■1 MONSON ■III IIIIlI 111lII111111�11 iiiil=' �Illlll Illlllf I �II1111 ■lllllllll!ldlll! 111llllllllilll 1�=111111111�1111 �I�AIA ■ lillllll �IIIIII Il IIII Ill 1liilll I=^I III N fl 11111 1 IIlIIII!! lli�lll1111111111! I��II lilllll i �1111 ! Il illll Illlllllll 1111llllllld==l�Il lllllll 1 ■111■IIIIIIIIIIIIIIIIIIIIIIl111111�IIIIIIIIIlllllllilllllEl Petition Number: PL20210001067 Zoning Map Packet Pg. 119 9.C.1 GENERAL NOTES:& o- u.srsa wax.�.:f.ry.[ixrerrr[.a.o.uor,�vsc.ua irrs.0 +W f�a1M+�xn crnarxexr NleaaiulealsecT T4�1iKIVY+11MNrnx 1ne is.v,• nicc.r,ee ♦*nvea� row[ ]. VOTxfpG Wf.T10wO Xi GuxSp llp Wla N1�61�f 1/11!Ili ]. sL�NOGLII-fvJurLR o-AITINII}4 I VILLAOE CENTER _I PEDESTRl414 COMMECTION TL LI�G3J'1 RARA {[OMCEP7 SHOW4 LCCA7IOMM VVARr1 OPEN $PACE TABLE K x REa1R® bl9 S K HiDHVED rt�.i p7v I •� � 5auci A,,O 9' ui FAAIC" R Hs PF�E83AklN C�Jl�CT1[]N— � NEIGHEIGR11001? 7fl LFNEAJ4 WK LCCNCEFT Sr101k}{, GENERAL L W$AT wrJ-Y v-FM MULTI -FAMILY' !roT PERWIFFE05 eta . [ x I = #IfEIGH�ORHooD m GENERAL - W PMU*_fY N � _ V71Ai'E C f IN � MILEAGE GEN17Eli •� ` k1E3G11ElORHIO❑CS II tMLK_lFWdEY S II I PERMj1TEP} ?S' TyFF.'11 i DUFFER VILLAGE CANTER SJ6 cY 10V IMOKALEE "r . j WAD R.Cl. w FtnFNTlµ FUTuat F5STFf4NM rOhMLSTIO NO LANDSKAMR.UFIFE.1 W R 1i RFCKMEDAD-CFNT To I-IlLSfMfA HFIGHBORH" GENERAL ISIULTI-FAFALY uOT PSPMITTEbS PECE57RWa C,;rNU YEN TO LINEAh PAPH ICDNCEPT SHOWK J]GSTIOri FULT V&wq W R WIGHTSHORE VILLAOE SRA LAND USE SUMMARY SYMBOL U-5[APTgM [ro AM FOL7 CCYWNir Cal11f 9OFXEBBAYDn%Nx P+IE Jul1Nli 21 1D0% M2 21 41U.A6E CgIT9i Toro 16i 10.1 HEKHMfH0Y1 4-­WEkM ILL M qb N EIOFE1IORFiCXJPOEFF.ka.-Ia9�eNnw4 ­r zm B02 18eF yFh Lb�LNI NI}¢TFR DEMLOPEP 9*K%-QFi4AY 131.7 1W4 12.2 BOA '9% ■q ■Io. wprQ.x,r7STaL BE1.F un nxr SRIGHTSHORE a+` — VILLAGE SRA UQ' 6_FftR T _ ALI- MAW HO. .11, � .g EXHISFT (A) MASTER PLAN zlorulQa—_ Uk 416 {COLOR) A4AV040-SAO s}. HOG4N FARMS, LLG W LANDW.,PE BUPI'EN RE06mw r.[uAum7 Ta I a.MMA ` SRA BOUNDARY H 5 A LECENp Fif llrc [axea+loM WfnTnxo- E%.tRUL7 v+UR NhTURE OE8ER4ATV]Ta xrtllxu oosx[rTcv1 I�oculae TA,41L ncee�5�x �+� �pnxernpx Ta �� 'JIA }n1[rCWftlS� L F 1 fb]IIC1110-JYldl �F S A w H S A LREAR PARK (TYPO f ZONING:���� �cc r svwr v,ue�pr� C+1.�.e«v.ecamem.lu Packet Pg. 120 9.C.1 REQUESTED ACTION: The petitioner requests that the Collier County Planning Commission (CCPC) consider a Resolution of the Collier County Board of County Commissioners designating 681.5 acres within the Rural Lands Stewardship Area Zoning Overlay District as a Stewardship Receiving Area, to be known as the Brightshore Village Stewardship Receiving Area, which will allow development of a maximum of 2,000 residential dwelling units, of which a minimum of 10% will be multi -family dwelling units, a minimum of 10% will be single family detached, and a minimum of 10% will be single family attached or villa; a minimum of 106,000 and a maximum of 120,000 square feet of commercial development in the village center context zone; a maximum of 100,000 square feet of indoor self storage in the village center context zone; a minimum of 20,000 square feet of civic, governmental and institutional uses in the village center context zone; senior housing including assisted living facilities and continuing care retirement communities limited to 300 units in the SRA; and no commercial uses in the neighborhood general context zone; and 15 acres of amenity center sites; all subject to a maximum pm peak hour trip cap; and approving the Stewardship Receiving Area Credit Agreement for Brightshore Village Stewardship Receiving Area and establishing that 5198.4 stewardship credits are being utilized by the designation of the Brighshore Village Stewardship Receiving Area. GEOGRAPHIC LOCATION: The subject property, consisting of 681.5± acres, is located on the north side of Immokalee Road, northeast of the intersection of Immokalee Road and Red Hawk Lane, in Sections 18 and 19, Township 47 South, Range 28 East, Collier County, Florida. (See the Location Map on page 2 of this Staff Report.) PURPOSE/DESCRIPTION OF PROJECT: The Rural Lands Stewardship Area Overlay District (RLSA) was developed to protect natural resource areas and agricultural lands. The RLSA encourages property owners to voluntarily protect environmentally valuable land as a public benefit. The mechanism to achieve the protection of environmentally valuable land is the designation of a Stewardship Sending Area (SSA) in exchange for Stewardship Credits, which are used to entitle the Stewardship Receiving Area (SRA). Brightshore Village SRA requires 5198.4 credits to entitle 649.8 acres of development. (Note: no credits are required for the 31.7 acres of public benefit use within the SRA.) The Natural Resource Index Assessment documents the existing conditions and Natural Resource Index (NRI) scores within the proposed SRA for the Brightshore Village SRA. It should be noted that the NRI scores demonstrate that the Brightshore Village SRA meets the Suitability Criteria contained in the Collier County Land Development Code (LDC). Please see the Environmental Review Section of this Staff Report for further information. The Brightshore Village SRA is one of five SRAs that have either been submitted for or have received an SRA designation. The other four SRA Villages are Hyde Park Village (PL20180000622), Rivergrass Village SRA (PL20190000044), Bellmar Village BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 4 of 29 Packet Pg. 121 9.C.1 (PL20190001837), and Longwater Village SRA (PL20190001863) which have received SRA designation. The Brightshore Village SRA is 681.5± acres and consists of two context zones that are required per the SRA Overlay regulations: a 384.7± acre Neighborhood General and a 107± acre mixed -use Village Center. The Village has access to Immokalee Road and Red Hawk Lane. The Village Center context zone is located along Immokalee Road. The Neighborhood General context zone is located behind and to the west of the Village Center context zone. A lengthy perimeter lake and linear park system run along 70-75% of the boundary of the Village. The lake system serves as part of the Village stormwater system and acts as a deterrent to wildlife. This SRA application for Brightshore Village SRA will include approximately: • 2,000 residential dwelling units with a density of 2.9 units per acre • a minimum of 200 multi -family dwelling units located within the Village Center Context Zone; • senior housing including adult living facilities and continuing care retirement communities and limited to 300 units; • a minimum of 106,000 square feet and a maximum of 120,000 square feet of neighborhood -scaled retail and office uses; • a maximum of 100,000 square feet of indoor self -storage use; and • a minimum of 20,000 square feet of civic, governmental, and institutional uses. The Village will also have other uses such as three Amenity Centers, Park Preserves, and Parks. The required minimum of 35% open space is 238.5± acres, and 40% open space or 274.7± acres N has been provided. N N For further information, please see Attachment A -Proposed SRA Resolution. CD SURROUNDING LAND USE AND ZONING: North: Undeveloped land with a zoning designation of Agriculture -Mobile Home Overlay -Rural Lands Stewardship Area Overlay -Barron Collier Investments/Barron Collier Partners/Serona Investments -Stewardship Sending Area-13 (A-MHO-RLSAO- BCl/BCP/SI-SSA-13), then A-MHO-RLSAO, and then A-MHO-RLSAO-BCl/BCP/SI- SSA-13. East: Undeveloped land with a zoning designation of A-MHO-RLSAO-BCl/BCP/SI-SSA-13, and a zoning designation of A-MHO-RLSAO. South: Immokalee Road, a 4-lane arterial road, and undeveloped land with a zoning designation of Estates (E) West: Undeveloped land and two residential developed lands with a designation of A -MHO BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 5 of 29 Packet Pg. 122 9.C.1 AERIAL PHOTO GROWTH MANAGEMENT PLAN (GMP) CONSISTENCY: Comprehensive Planning staff has reviewed the proposed SRA. The subject property is designated Agricultural/Rural (Agricultural/Rural Mixed -Use District) and is within the Rural Lands Stewardship Area Overlay (RLSAO) as depicted on the Future Land Use Map (FLUM) and in the Future Land Use Element (FLUE) of the GMP. Please see Attachment B- Consistency Review Memorandum. Transportation Element: Transportation Planning staff has reviewed the petition and recommends the following: Policy 5.1 of the Transportation Element of the GMP states: "The County Commission shall review all rezone petitions, SRA designation applications, conditional use petitions, and proposed amendments to the Future Land Use Element (FLUE) affecting the overall countywide density or intensity of permissible development, with BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 6 of 29 Packet Pg. 123 9.C.1 consideration of their impact on the overall County transportation system, and shall not approve any petition or application that would directly access a deficient roadway segment as identified in the current AUIR or if it impacts an adjacent roadway segment that is deficient as identified in the current AUIR, or which significantly impacts a roadway segment or adjacent roadway segment that is currently operating and/or is projected to operate below an adopted Level of Service Standard within the five-year AUIR planning period, unless specific mitigating stipulations are also approved. A petition or application has significant impacts if the traffic impact statement reveals that any of the following occur: a. For links (roadway segments) directly accessed by the project where project traffic is equal to or exceeds 2% of the adopted LOS standard service volume; b. For links adjacent to links directly accessed by the project where project traffic is equal to or exceeds 2% of the adopted LOS standard service volume; and c. For all other links, the project traffic is considered to be significant up to the point where it is equal to or exceeds 3% of the adopted LOS standard service volume. Mitigating stipulations shall be based upon a mitigation plan prepared by the applicant and submitted as part of the traffic impact statement that addresses the project's significant impacts on all roadways. " Staff finding: In evaluating the Brightshores Village SRA, staff reviewed the applicant's Traffic Impact Statement Section 1 and 2 (TIS 1 & 2) dated June 29, 2022, and June 23, 2022, for consistency using the applicable 2021 Annual Update and Inventory Report (AUIR). According to the SRA document and noted above, the applicant is requesting a maximum of 1,500 single-family detached dwelling units, 150 single-family attached dwelling units, 350 multi -family dwelling units, 106,000 square feet of commercial uses, and 20,000 square feet of civic/institutional uses. Staff has evaluated the TIS and has found that it presents an accurate trip generation calculation, reasonable trip distribution on the surrounding network, and reflects the potential impacts on the road network. The SRA document establishes the total trip cap commitment in Section IX, Developer Commitments, 9.3.A, of a maximum of 1,764 two-way, adjusted, average weekday PM peak hour trips. According to the TIS, the project impacts the following County roadways: Existing Roadwav Conditions: Roadway/ Link 2020 P.M. Peak 2020 Projected 2021 2021 Link # Location AUIR Hour Peak AUIR P.M. Peak AUIR AUIR LOS Direction Remaining Hour/Peak LOS Remaining Service Capacity Direction Capacity Volume/Peak Project Direction Traffic 1 BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 7 of 29 Packet Pg. 124 9.C.1 Immokalee Logan D 3,200/East 435 106/EB E 1 * Road/ 43.2 Blvd. to Collier Blvd. Immokalee Collier E 3,300/East 95 193//EB F (403)** Road/ 44.0 Blvd. To Wilson Blvd. Immokalee Wilson D 3,300/East 525 325/EB D 602 Road/ 45.0 Blvd. to Oil Well Road Immokalee Oil Well C 900/East 242 504/EB D 171 * * Road/ 46.0 Road to SR 29 North 1st. New C 900/North 226 31/SB C 256 Street/ 58.0 Market Road to SR 29 Wilson Immokalee B 900/South 550 77/NB B 403 Blvd./118.0 Road to Vanderbilt Beach Road ext Everglades Oil Well C 800/North 240 177/NB C 185 Blvd/ Road to 136.0 Immokalee Road Source for P.M. Peak Hour/Peak Direction Project Traffic is June 29, 2022, Traffic Impact Statement provided by the petitioner. "These links are included in the impact mitigation link analysis. The Fair Share portion of these impacts is included in the Impact Fee analysis for capacity on impacted adjacent roadway links. See also State Statue notes below. **Section 163.3180 of the Florida Statutes requires a local government to satisfy transportation concurrency requirements if the applicant enters into a binding agreement to pay or construct their proportionate share. The Statutes further state that any facility determined to be transportation deficient with existing, committed, and vested trips, plus additional projected background trips from any source other than the development project under review, and trips that are forecast by established traffic standards, including traffic modeling, consistent with the University of Florida's Bureau of Economic and Business Research medium population projections, without the project traffic under review, the costs of correcting that deficiency shall be removed from the project's proportionate -share calculation and the necessary transportation improvements to correct that deficiency shall be considered to be in place for purposes of the proportionate -share calculation. The improvement necessary to correct the transportation deficiency is the funding responsibility of the entity that has maintenance responsibility for the facility. The development's proportionate BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 8 of 29 Packet Pg. 125 9.C.1 share shall be calculated only for the needed transportation improvements that are greater than the identified deficiency. In addition, per the Statute the applicant is eligible for a dollar -for -dollar credit for the road impact fees anticipated for the development. The applicant's proportionate share of eligible project impacts is included in the backup materials. It is anticipated that these impacts will be less than the road impact fees collected with the development. Based on this information, staff finds the application consistent. Further, for consistency purposes, the Capital Improvement Element of the Growth Management Plan notes projects identified in years 3, 4 & 5 of the Schedule of Capital Improvements are considered for consistency when reviewing land use applications for compliance with Policy 5.1 of the Transportation Element. Therefore, the following improvements were also considered for consistency purposes: • Vanderbilt Beach Road Ext — Collier Boulevard to 16th Street • Vanderbilt Beach Road Ext — 16th Street to Everglades Boulevard • 16th Street Bridge connecting Golden Gate Boulevard to Randall Boulevard • Randall Boulevard — Immokalee Road to 8th Street NE • Wilson Boulevard — Golden Gate Boulevard to Immokalee Road Policy 7.1 of the Transportation Element of the GMP states: "Collier County shall apply the standards and criteria of the Access Management Policy as adopted by Resolution and as may be amended to ensure the protection of the arterial and collector system 's capacity and integrity. " Staff finding: The Brightshores Village SRA is proposing three access points. The first access connects the Village to Redhawk Street and the other two have direct access on Immokalee Road. Staff recommends approval of the proposed access points shown on the master plan for this petition. Policy 9.3 of the Transportation Element of the GMP states: "The County shall require, wherever feasible, the interconnection of local streets between developments to facilitate convenient movement throughout the road network. The LDC shall identify the circumstances and conditions that would require the interconnection of neighboring developments and shall also develop standards and criteria for the safe interconnection of such local streets. " Staff finding: The Land Development Code requires the applicant to create an interconnected street system designed to disperse and reduce the length of automobile trips (4.08.07.J.3.a.iii). As noted above the proposed Brightshores Village SRA's Master Plan shows an access- BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 9 of 29 Packet Pg. 126 9.C.1 interconnection link to Redhawk Street and the adjacent roadway grid. Additionally, the development contains internal connections between residential and commercial uses. Staff Recommendation: Transportation Planning staff finds this petition consistent with the GMP. Conservation and Coastal Management Element (CCME) and FLUE related to Environmental Planning: Environmental Planning staff has found this project to be consistent with the CCME and FLUE. Pursuant to the Growth Management Plan Future Land Use Element, preservation of listed species habitat and other native areas in the Rural Lands Stewardship Area is addressed by the creation of the required Stewardship Sending Areas. SSA 6 has been approved for the petitioner to obtain credits for the development of the SRA. STAFF ANALYSIS: Staff completed a comprehensive evaluation of this SRA petition and the criteria upon which a recommendation must be based. The listed criteria are noted explicitly in the LDC and require staff evaluation and comment. The criteria shall be used as the basis for a recommendation of approval or denial by the Collier County Planning Commission (CCPC) to the Board of Collier County Commissioners (BCC). Notwithstanding the above, staff reviewed the determinants for adequate findings to support the proposed SRA application as follows: Environmental Review: LDC section 4.08.07.A. Ld. requires that Stewardship Receiving Areas (SRA) with lands greater than one acre and a Natural Resource Index (NRI) value greater than 1.2 shall be retained as open space and maintained in a predominantly natural vegetated state. There are no areas within the proposed SRA that contain acreages with an NRI score above 1.2. The majority of the SRA has been historically agricultural and cleared for crops. Pursuant to the Growth Management Plan Future Land Use Element, preservation of listed species habitat and other native areas in the Rural Lands Stewardship Area is addressed by the creation of the required Stewardship Sending Areas (SSA). SSA 6 has been approved for the petitioner to obtain credits for the development of the SRA. Evaluation of Suitability Criteria related to Environmental in LDC section 4.08.07. A: • Residential, commercial, manufacturing/light industrial, group housing, transient housing, institutional, civic, and community service uses within an SRA shall not be sited on lands that receive a Natural Resource Index value of greater than 1.2 (LDC section 4.08.07.A. Lb). There are no areas having an NRI value greater than 1.2; therefore, residential, commercial, manufacturing/light industrial, group housing, transient housing, institutional, civic and community service uses may be sited on these lands. • Conditional use essential services and governmental essential services, with the exception of those necessary to serve permitted uses and for public safety, shall not be sited on land that receives a Natural Resource Index value of greater than 1.2, regardless of the size of BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 10 of 29 Packet Pg. 127 9.C.1 the land or parcel (LDC section 4.08.07.A.1.c). There are no areas having an NRI value greater than 1.2; therefore, conditional use essential services, with the exception of those necessary to serve permitted uses and for public safety, and governmental essential services may be sited on these lands. • Lands or parcels that are greater than one acre and have an Index Value greater than 1.2 shall be retained as open space and maintained in a predominantly natural vegetated state (LDC section 4.08.07.A.1.d). There are no areas having an NRI value greater than 1.2. • An SRA may be contiguous to an FSA or HSA, but shall not encroach into such areas, and shall buffer such areas as described in Section 4.08.07 J.6. An SRA may be contiguous to, or encompass, a WRA (LDC section 4.08.07.A.1.g). The project does not encroach into an FSA or HSA; it provides the required buffers as indicated on the SRA Master Plan (300 feet). SSA credits required for SRA designation: Environmental Planning staff reviewed this petition in conjunction with GIS staff who provided the following information regarding the generation of stewardship credits: The Stewardship Credits for Brightshore Village SRA are created from SSA 6, located on properties within and adjoining the Camp Keais Strand, a major flow way system connecting Corkscrew Marsh at its northern end and the Florida Panther National Wildlife Refuge at the southern end of the flow way. The credit calculation is based on the total acreage of Brightshore, which is 681.5 acres. Brightshore Village is proposed 31.7 acres of community parks, which qualifies as a public benefit use area. Public benefit use areas are not required to utilize Stewardship Credits; therefore, the total acreage that consumes credits is 649.8 acres. Therefore, Brightshore Village requires 5,198.4 Stewardship credits. Brightshore Village SRA credits are generated from Stewardship Sending Area 6, which has 7,688.6 available credits. Site Description: The subject property consists of 681.5 acres of disturbed lands. The property is currently being used for agricultural activities, including row crops, improved pasture, and other agriculture - related uses. The property also includes areas of exotic vegetation and forested wetlands. A FLUCFCS map detailing land use is contained in Exhibit 4 of the Natural Resource Index Assessment. The area containing native vegetation is 0.9 acres, which is classified as disturbed Cypress. This area is impacted by Brazilian pepper within the midstory. Wetland mitigation for impacts to the vegetated areas is to be addressed through the South Florida Water Management District (SFWMD) Environmental Resource Permitting Process. Listed Species: Protected species surveys were conducted in August 2021. The surveys were conducted for wildlife species listed by the FWCC and the USFWS as endangered, threatened or species of special concern and plants listed by FDACS and USFWS as endangered, threatened, or commercially exploited. Eagles and their nests were also included as part of wildlife survey BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 11 of 29 Packet Pg. 128 9.C.1 observations. The FLUCCS categories for the subject property indicate the property has potential to provide habitat for the following protected species: American alligator (Alligator mississippiensis), little blue heron (Egretta caerulea), tri-colored heron (Egretta tricolor), wood stork (Mycteria americana), Florida sandhill crane (Grus canadensis pratensis), Crested caracara (Caracara cheriway), Bald eagle (Haliaeetus leucocephalus), Florida bonneted bat (Eumops floridanus), Florida panther (Puma concolor coryi) and Florida black bear (Ursus americanus floridanus). The current wildlife survey revealed the following species were observed onsite: wood stork (Mycteria americana), little blue heron (Egretta caerulea), tri-colored heron (Egretta tricolor), Roseate spoonbill (Platalea ajaja), Reddish egret (Egretta rufescans), Florida Sandhill crane ( Antigone canadensis pratensis),American bald eagle (Haliaeetus leucocephalus) and American alligator (Alligator mississippiensis; see Exhibit 1 of the Listed Species Survey). There was one protected plant, listed in LDC as a "Less Rare Plant" that was identified within the project boundary: stiff -leaved wild air plant (Tillandsia fasciculata). Environmental Review recommends approval of this petition subject to the following Condition of Approval: 1. Prior to issuance of the first SDP and/or PPL, a listed species management plan, to include the Brightshore Village Human -Wildlife Coexistence Plan, must be provided for review, with approval from FWCC and/or USFWS for management of the Florida panther (Puma concolor coryi) and all other listed species. Public Utilities Review: The project lies within the regional potable water and northeast wastewater service areas of the Collier County Water -Sewer District (CCWSD). See Attachment C-Agreement to Provide Potable Water, Wastewater, and Irrigation Water Utility Services for the terms and conditions between the CCWSD and the Landowner as to the exclusive provisions of utility services by the CCWSD within the Brightshore Village SRA. The Public Utilities Department recommends approval of this petition subject to the following Condition of Approval: 2. The Agreement to Provide Potable Water, Wastewater, and Irrigation Water Utility Services shall be adopted concurrently with or prior to the Brightshore Village SRA Resolution. Collier County Public Schools (CCPS) District Review: CCPS staff has reviewed the petition and has determined at this time, there is not existing capacity within the next 5 years for the proposed development at the elementary level. Capacity at the middle and high school levels is currently available over the next 5 years. At the time of site plan or plat, the development project will be required to obtain a concurrency determination to ensure there is adequate capacity either within the concurrency service area the project is located within or an adjacent concurrency service area. Landscape Review: Landscape staff has reviewed this petition and recommends approval. BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 12 of 29 Packet Pg. 129 9.C.1 Fire Review: Fire staff has reviewed this petition and recommends approval. Housing Review: Housing staff has reviewed this petition and recommends approval subject to one condition the land reservation option clarifies that it is consistent with Policy 4.7.5 of the Rural Lands Stewardship Area Overlay within the Growth Management Plan. One of the following options will be selected prior to the first certificate of occupancy. The rental product option will provide 170 units of rent and income -restricted at 100% for 30 years with monitoring and compliance performed annually. Based on 2022 Income and Rent Limits, a 2 -bedroom unit would be rented at approximately $1,770 a month, and the income limit of a family of 4 at 100% is approximately $94,300. The reservation of land option, compliant with Policy 4.7.5 of the Rural Lands Stewardship Area Overlay within the Growth Management Plan, provides the County an option to acquire zoned land at an appraised value of $22,500 and allows the County to direct the development of affordable housing through a land -lease model with affordability potentially of up to 99 years. Alternatively, acquisition by a community land trust or affordable housing developer will likely have affordability restrictions exceeding 30 years. Economic Assessment Review: Section 4.08.07 (L) of the Collier County Land Development Code (LDC) provides the requirements for the preparation and submittal of the Economic Assessment for a Stewardship Receiving Area (SRA). The Economic Assessment, at a minimum, is required to demonstrate fiscal neutrality for the development, as a whole, of the following units of government: transportation, potable water, wastewater, irrigation water, stormwater management, solid waste, parks, law enforcement, emergency medical services, fire, and school. In the event the Assessment identifies a negative fiscal impact on the project, several options are identified to address the funding shortfalls, including impositions of special assessments, use of community development districts (CDD), Municipal Service Benefit Units (MSBU), Municipal Service Taxing Units (MSTU), etc. As detailed in the information above, the petitioner is requesting consideration for designating 681.5± acres within the Rural Lands Stewardship Area Zoning Overlay District as an SRA, to be known as the Brightshore Village SRA (Brightshore), allowing for the development of residential, commercial, and civic/governmental/institutional land use components. Brightshore submitted an Economic Assessment, prepared by Development Planning and Financial Group, Inc, (DPFG) in accordance with the requirements of the LDC, which allows the use of an alternative fiscal impact model, approved by Collier County. DPFG measured the fiscal neutrality at the horizon year (buildout) using a "marginal/average cost hybrid methodology" to determine the project's impacts on capital and operating costs. DPFG also incorporated the County's adopted impact fee methodology and rates, to estimate the demand and impact fee contributions related to the project. The assessment model is static and does not include the cost of future infrastructure financing or provide for positive or negative adjustments in costs, fees, tax rates, etc. but does assume a constant rate of development for the project. DPFG conducted meetings with representatives from the various public facilities to capture information on both capital needs as well as operating impacts related to the proposed project. As BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 13 of 29 Packet Pg. 130 9.C.1 part of this process, the need for new facility sites and other capital items, specifically related to the proposed project were also analyzed. An outside peer review was conducted by Jacobs to provide an independent, evaluation of the report. The Jacobs report concluded that the DPFG's analysis is reasonable and confirms the project's fiscal neutrality, as defined. Jacobs further stated that "the analysis is professionally prepared and thorough in its treatment of revenues and expenses, is accurate in its determination that the Brightshore Village development would meet the County's requirements for Fiscal Neutrality." Both the DPFG and Jacobs reports rely on impact fee and other fiscal information that is adopted by Collier County as the basis for many of the underlying assumptions. The model that was used by DPFG was provided to Jacobs for peer review and to Collier County for staff analysis. While the model is locked, all cell information is visible, including formulas, and the data sources are also presented for validation. DPFG has been available for discussions, questions, and/or concerns related to the model and its outputs. The following is a brief overview of the analysis by facility. Several of the categories were also reviewed individually and are included with the review comments for their respective facility. This is noted below. The project impact fee revenue assumed for this assessment is based on the adopted rates at the time of application, and as previously stated, does not include any projections for impact fee increases or decreases. Any staff comments that affect the anticipated impact fee revenue are provided below, otherwise, the assumptions are considered acceptable for the proposed types of residential and commercial land uses and square footage, for the purpose of this analysis. The analysis concludes that adequate revenue will be generated by the proposed project, through millage, fees, and other applicable funding sources to fund the attributable increase in operating costs, to the various facilities, generated by the development. The same approach used for the capital revenue, to note any comments or observations that may affect the anticipated revenue, is used for the information related to millage rates and other government revenue sources used for this analysis. Transportation — Fiscally Neutral. See Transportation Review Section of this Staff Report and Attachment E- Public Facilities Impact Assessment, to be read in combination with the following: Based on staff s review of the Traffic Impact Statement, intersection analysis, and fair share mitigation reports, a majority of the projected deficiencies at build -out exist both without and with the project. At build -out, the adopted level of service standard for roadway capacity would be exceeded by the existing, committed, and vested trips, plus additional projected background trips from sources other than the development project under review. For any roadway that would be deficient both without and with the project, per Florida Statute 163.3180, since the project is not causing the deficiency, the projected deficiency cannot be cured by the development. For any roadway segment identified in the TIS that is anticipated to exceed its level of service standard with the project traffic, Florida Statute 163.3180 provides the basis for a capacity proportionate share calculation and also requires credit for impact fees anticipated to be paid by the applicant. Therefore, if the capacity proportionate share estimate exceeded the amount of impact fees anticipated, the Developer would be required to remit the difference. However, in this instance, BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 14 of 29 Packet Pg. 131 9.C.1 the Developer's anticipated impact fees will exceed the capacity proportionate share for the adversely impacted roadway segment. Therefore, no additional capacity proportionate share payment can be required. The applicant will be paying impact fees for the proposed land uses to offset their growth -related demand for infrastructure. Based on a previously approved landowner contribution agreement, the applicant will also provide a right-of-way and stormwater management area at pre-SRA values. They have also committed to the perpetual maintenance of the shared stormwater management system at their sole cost. The applicant has analyzed multiple intersections within the area of significant impact and will be paying a proportionate share toward operational improvements of $555,660 necessary to accommodate the development. Law Enforcement— Fiscally Neutral. DPFG worked directly with Collier County Sheriff's Office representatives regarding any specific needs (land, etc.) that would be created by the proposed development. The main demand generated by Brightshore will be the cost to equip any new certified officers, as well as a specific land site within the proposed development. As such, impact fees and other capital funding may be available to fund the equipment needed for new certified officers as well as a substation and/or other capital items, as necessitated by growth in the future. The estimated revenues exceed the forecasted direct capital costs and result in a fiscal surplus in the amount of $400,000. This surplus will likely be expended on indirect capital costs and future law enforcement infrastructure needs. Therefore, the impact is neutral. This infrastructure category currently has an identified deficiency between the adopted and achieved level of service. However, the project is not causing the deficiency, nor can the calculated deficiency be cured by the development. As stated above, the applicant will be paying impact fees for the proposed land uses to offset their growth -related demand for infrastructure. In order to clarify questions that arose from staff s review of this category, an alternate analysis was utilized to validate the finding of fiscal neutrality. DPFG, Jacobs, and staff all conclude that this category is fiscally neutral. Emergency Medical Services (EMS) — Fiscally Neutral. See Attachment E - Public Facilities Impact Assessment, to be read in combination with the following: DPFG worked directly with Collier County Emergency Medical Services representatives regarding any specific needs (land, etc.) that would be created specifically by the proposed development. According to EMS management, Brightshore will be served by EMS Station #10, located at 14756 Immokalee Road. EMS direct capital costs were estimated at $155,000, which is less than the projected impact fee and other capital revenues of $271,000, leaving about $116,000 for indirect capital needs. Therefore, currently, there is no need for a specific land site within this proposed development. This infrastructure category currently has an identified deficiency between the adopted and achieved level of service. However, the project is not causing the deficiency, nor can the calculated deficiency be cured by the development. The applicant will be paying impact fees for the proposed land uses to offset their growth -related demand for infrastructure. BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 15 of 29 Packet Pg. 132 9.C.1 Regional Parks — Fiscally Neutral. The DPFG analysis for Regional Parks utilizes an adjusted achieved level of service, consistent with the methodology provided in the current, adopted Impact Fee Study. This calculation is provided to ensure that new development is not required to pay impact fees based on the inclusion of one-time or specialty facilities (Naples Zoo, Sports Tourism Park, etc.) and eliminates the likelihood of over -charging new development. There are no sites identified for a Regional Park within the boundaries of the proposed development. However, the estimated impact fees and other capital funding anticipated, related to the project, are reasonable and adequate related to the demand created by the Development and to establish fiscal neutrality related to Regional Parks. A minor funding shortfall was identified through the staff analysis; however, the amount is de minimis, totaling approximately the value of .05 acres, therefore, it does not change the finding of fiscal neutrality for this category. Community Parks — Fiscally Neutral. There are no sites identified for a Community Park within the boundaries of the proposed development. However, the estimated impact fees and other capital funding anticipated, related to the project, are reasonable and adequate related to the demand created by the Development and to establish fiscal neutrality related to Community Parks. This category showed a slight surplus ($84,000) in funding generated by the analysis, which was confirmed by staff. Public Utilities (Water, Wastewater, Irrigation Water, and Solid Waste) — Fiscally Neutral. See Public Utilities Review Section of this Staff Report and Attachment E - Public Facilities Impact Assessment, to be read in combination with the following: DPFG collected information prepared for and directed by, the Collier County Public Utilities Department regarding the future needs of the project. The proposed development will be required N to pay User Fees, Impact Fees, and Special Assessments (Solid Waste) which will provide funding N for both capital and operating costs, as applicable, attributable to the project. M N CD Pending Board approval, utility services will be provided in accordance with the amended < Interlocal Agreement that accompanies this petition, which must be adopted concurrently with or Cn prior to the SRA ordinance. The developer will be responsible for the design, permitting, o construction, and conveyance of utility system infrastructure internal to the SRA pursuant to the y Collier County Utilities Standards and Procedures Ordinance (Ord. No. 2004-31, as amended). As a provided in the review comments, Water, wastewater, and irrigation quality (I.Q.) water services m will be extended to the project from the Northeast Utility Facilities (NEUF) site. Stormwater Management — Fiscally Neutral. See Attachment E - Public Facilities Impact Assessment, to be read in combination with the following: Collier County does not assess impact fees or other special assessments to fund the Stormwater Management Capital and Maintenance Programs. Funding for these areas is typically provided by a combination of funding appropriations from the General Fund (001) and the Unincorporated Area General Fund (111). The project water management system will be fully permitted through the South Florida Water Management District and Collier County. Collier County will have no responsibility for the capital construction or maintenance of the Brightshore water management BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 16 of 29 Packet Pg. 133 9.C.1 system serving the development. Staff will continue to work with the Developer in areas where the private and public stormwater management systems interact and the ongoing management of the flowway systems as they transition between private and public lands. To the extent that Brightshore constructs improvements to accept and treat Stormwater related to the public road network, that are also impact fee eligible, the Developer may receive Road Impact Fee Credits. Based on the above, the determination of fiscal neutrality is reasonable. North Collier Fire & Rescue District — Fiscally Neutral. See Fire Review Section of this Staff Report and Attachment E -Public Facilities Impact Assessment, to be read in combination with the following: DPFG worked directly with North Collier Fire & Rescue District representatives regarding any specific needs (land, capital equipment, etc.) that would be created specifically by the proposed development. As provided by North Collier, this location is within the service boundary of a planned, co -located facility that is owned by the District. Therefore, there is not a need for a specific land site within this proposed development. The applicant will be paying impact fees for the proposed land uses to offset their growth -related demand for infrastructure. The current millage rate and the projected tax base of Brightshore results in annual ad valorem revenues of $2,561,000. The annual operating expenses to serve the Brightshore population, based on an average of the fire district's existing stations and population served, are $642,000. Thus, there is a projected significant operating fiscal surplus. Collier County Public Schools — Fiscally Neutral. See Collier County Public Schools District Review Section of this Staff Report and Attachment E -Public Facilities Impact Assessment, to be read in combination with the following: DPFG worked directly with Collier County Public Schools representatives regarding any specific needs (school sites, etc.) that would be created specifically by the proposed development. Currently, there is existing or planned capacity, over a five-year period to serve the proposed development. School capital costs are provided by a combination of funding sources including impact fees and a capital millage. The estimated revenue generated by the project through these funding sources, also considering any Developer Agreements/Interlocal Agreements related to impact fees, provides adequate funding for the future capital needs, attributable to growth, generated by the proposed development. The analysis also concludes that adequate revenue will be generated by the proposed project, through millage, to fund the attributable increase in operating costs generated by the development. While the exact future student population is unknown, the student generation rate used for the analysis is based on the adopted School Impact Fee Study and supports the determination of fiscal neutrality. Other Facilities — Fiscally Neutral. The DPFG report also provided analysis related to Correctional Facilities. While this is not a required element of the Economic Assessment or the Public Facilities Impact Assessment, the same framework was used as that for the required BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 17 of 29 Packet Pg. 134 9.C.1 facilities, the analysis is consistent with the impact fee methodology, and thus the determination of fiscal neutrality is reasonable. As stated above, the Economic Assessment provides a fiscal snapshot that is projected to build out. Based on these assumptions and making no predictions on changes, positive or negative, that may affect project revenue, the conclusion of fiscal neutrality is supported by the analysis. The analysis concludes adequate funding will be generated by the project to fund the capital and operating needs of the specified public facilities. The future use of any type of debt as a funding mechanism is evaluated on a facility -by -facility basis, including the business case for such borrowing, and will also be reviewed for the appropriateness of such costs, as applicable, for inclusion into applicable impact fee studies. Finally, the specified public facilities do not have projected deficiencies as a result of the demand created by the proposed development. Therefore, overall, the intent of the fiscal neutrality requirement has been satisfied. Zoning Services Review: The Brightshore Village SRA Development Document sets forth the design standards for the Village. According to LDC Section 4.08.07C.2., "Villages are primarily residential communities with a diversity of housing types and mix of uses appropriate to the scale and character of the particular village... Villages are comprised of residential neighborhoods and shall include a mixed -use village center to serve as the focal point for the community's support services and facilities. Villages shall be designed to encourage pedestrian circulation by including an interconnected sidewalk and pathway system serving all residential neighborhoods..." As previously stated, the Village consists of two context zones, Neighborhood General and Village Center. The Neighborhood General context zone is approximately 399.7± acres and allows for residential development consisting of single-family and multi -family residential dwelling units. Senior/group housing including but not limited to Adult Living Facilities (ALF), Independent Living Facilities (ILF), and Continuing Care Retirement Communities (CCRC), not to exceed 300 units, are permissible. A 15-acre Amenity center and utility facility are also allowed in the Neighborhood General context zone. The maximum zoned and actual building heights are 50 and 62 feet. The Village Center context zone, located along Immokalee Road, is approximately 107± acres and is mixed -use, allowing for a minimum of 200 multi -family dwellings, commercial, office, civic, governmental, and institutional uses. As previously stated, a minimum of 20,000 square feet of civic, governmental, and institutional, a minimum of 106,000 square feet and a maximum of 120,000 square feet of neighborhood commercial and office uses, and a maximum of 100,000 square feet of indoor self -storage uses will be provided. The maximum zoned and actual building heights are 50 and 60 feet. The Brightwater Village SRA is a compact, suburban -style development similar to many of the Planned Unit Developments (PUDs) located in the Urban Area of Collier County. BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 18 of 29 Packet Pg. 135 9.C.1 DEVIATION DISCUSSION: The petitioner is seeking 16 deviations from the requirements of the LDC. The deviations are directly extracted from SRA Document Section VII. Deviations. The petitioner's rationale and staff analysis/recommendation are outlined below. SRA Document Section 8.1. Neighborhood General Standards: Note: LDC Section 4.08.07.J.3.d.iii requires that Neighborhood General design standards in a Village be the same as those required in a Town for a Neighborhood General Context Zone. Therefore, the following deviations are requested from Section 4.08.07.J.2.d.iii. a) through i) on the basis of how such standards apply to Neighborhood Center in a Village. Deviation # 1 seeks relief from LDC Section 4.08.07.12.d.iii.f)iv), "Non-residential uses," which states "the maximum square footage per [non-residential] use shall be 3,000 square feet and per location shall be 15,000 square feet," to instead allow the Amenity Center sites and related uses to be a maximum of 30,000 square feet each. Petitioner's Justification: The petitioner states the following in support of the deviation: Community Centers will provide multiple amenities and uses for Village residents (and guests). This effectively reduces external trips. This also requires flexibility in size, in order to be sufficient to meet market demands. Note: This LDC Provision (and thus this deviation request) is unique to the RLSA Overlay. Staff Analysis and Recommendation: Zoning and Development Review staff recommends APPROVAL of this deviation, finding that in compliance with LDC Section 4.08.07.18(a), the petitioner has demonstrated that "the deviations are consistent with the RLSA Overlay" and LDC Section 4.08.07.18(b), the petitioner has demonstrated that the deviation(s) "further enhances the tools, techniques, and strategies based on principles of innovative planning and development strategies, as set forth in § § 163.3177 (11), F.S." Deviation # 2 seeks relief from LDC Section 4.08.07.J.d.iii.e)ii), which states that in the case of "Multi -Family residential," "side yard setbacks shall be a minimum of 10 feet and rear yard setbacks shall be a minimum of 20 feet for the primary structure..." to instead allow for a side yard setback of 0 or 5 feet and a rear yard setback of 10 feet for zero lot line and townhome development, as set forth in Table 1: Neighborhood General - Required Minimum Yards and Maximum Building Height. Petitioner's Justification: The petitioner states the following in support of the deviation: The RLSA encourages a diversity of housing types. Allowing for Townhome and Villa -type development in the Neighborhood General Context Zone promotes such diversity. To build such units effectively and efficiently they must be consistent with the design used in other similar developments where the market has responded favorably. There are many approved projects that allow for such setbacks for villas and townhomes. We have maintained the BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 19 of 29 Packet Pg. 136 9.C.1 required minimum 10 foot side and 20 foot rear yard setbacks for traditional multi family products and this deviation is limited to the Villa Townhome product. Note: This is a deviation that has routinely been granted for projects in the Urban area and in other approved RLSA Villages when requested. Staff Analysis and Recommendation: Zoning and Development Review staff recommends APPROVAL of this deviation, finding that in compliance with LDC Section 4.08.07.18(a), the petitioner has demonstrated that "the deviations are consistent with the RLSA Overlay" and LDC Section 4.08.07.18(b), the petitioner has demonstrated that the deviation(s) "further enhances the tools, techniques, and strategies based on principles of innovative planning and development strategies, as set forth in § § 163.3177 (11), F.S." Deviation # 3 seeks relief from LDC Section 4.08.07.J.2.d.iii.e)i), which establishes multi- family residential lots to be a maximum of 4 acres, to instead allow multi -family lots to be a maximum of 25 acres. Petitioner's Justification: The petitioner states the following in support of the deviation: This deviation will allow for additional flexibility in the design of the different multi family housing options proposed within this village. Staff Analysis and Recommendation: Zoning and Development Review staff recommends APPROVAL of this deviation, finding that in compliance with LDC Section 4.08.07.18(a), the petitioner has demonstrated that "the deviations are consistent with the RLSA Overlay" and LDC Section 4.08.07.18(b), the petitioner has demonstrated that the deviation(s) "further enhances the tools, techniques, and strategies based on principles of innovative planning and development strategies, as set forth in §§ 163.3177 (11), F.S." Deviation # 4 seeks relief from LDC Section 5.03.02 C., which limits fences or walls to a maximum height of six (6) feet in residential districts to instead allow a twelve (12) foot wall/berm combination. The maximum height of the wall will be eight (8) feet. Petitioner's Justification: The petitioner states the following in support of the deviation: The deviation will allow for additional visual screening and noise attenuation from adjacent properties and roadways. Approval of the deviation will promote public health, safety, and welfare and enhance the visual appeal of the proposed development and community park internally and to existing external uses. Staff Analysis and Recommendation: Zoning and Development Review staff recommends APPROVAL of this deviation, finding that in compliance with LDC Section 4.08.07.18(a), the petitioner has demonstrated that "the deviations are consistent with the RLSA Overlay" and LDC Section 4.08.07.18(b), the petitioner has demonstrated that the deviation(s) "further enhances the tools, techniques, and strategies based on principles of innovative planning and development strategies, as set forth in § § 163.3177 (11), F.S." BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 20 of 29 Packet Pg. 137 9.C.1 SRA Document Section 8.2. Village Center Standards: Deviation # 1 seeks relief from LDC Section 4.08.07.J.3.d.ii.p)ii) "General Parking Criteria," which states "The majority of parking spaces shall be provided off-street in the rear of buildings or along the side secondary streets. Parking is prohibited in front of buildings..." to instead allow parking in front of buildings in the Village Center, when such parking is in support of a shopping center, or when located on a lot with two or more street frontages, or when located on a lot fronting on Immokalee Road. A Type `D' buffer per LDC at the time of permitting will be required when parking is adjacent to or abutting a road. Petitioner's Justification: The petitioner states the following in support of the deviation: The Village Center fronts Immokalee Road and is separated by a 20 foot wide Type D Buffer, and by lakes in certain areas. To remain viable in the marketplace, the Village Center's commercial uses need to be accessible to and convenient to motorists from Immokalee Road. This may warrant parking in the front yard. However, with a 20 foot wide Type D Buffer along Immokalee Road, such parking will be adequately screened from view. Without direct access and exposure to and from Immokalee Road, commercial enterprises will not be viable in the marketplace. The request is to eliminate the restriction on the amount of parking that may be located within any yard. Notes: This LDC provision (and thus this deviation request) is unique to the RLSA Overlay. Staff Analysis and Recommendation: Zoning and Development Review staff recommends N APPROVAL of this deviation, finding that in compliance with LDC Section 4.08.07.18(a), the 00 petitioner has demonstrated that "the deviations are consistent with the RLSA Overlay" and LDC Section 4.08.07.18(b), the petitioner has demonstrated that the deviation(s) "further enhances the tools, techniques, and strategies based on principles of innovative planning and development N strategies, as set forth in §§ 163.3177 (11), F.S." M N CD Deviation # 2 seeks relief from LDC Section 4.08.07.J.3.d.ii.q), which requires that the majority < of parking be located in the rear of buildings and prohibits parking in the front of a building except M on -street parking within the right-of-way to instead allow parking in the front, side, and rear yards, o when such parking is in support of a shopping center, or when located on a lot with two or more y street frontages, or when located on a lot fronting on Immokalee Road. A Type `D' buffer per a LDC at the time of permitting will be required when parking is adjacent to or abutting a road. M Petitioner's Justification: The petitioner states the following in support of the deviation: This deviation is requested to allow parking in front, side, or rear yards in the Village Center in order to provide maximum design flexibility for what will be a relatively small amount of commercial uses providing neighborhood goods and services. Also see Justification for Village Center Standards #1, above. Convenience and easy access are critical for achieving market viability for the nonresidential uses in the Village Center, particularly for the pass -by traffic which is necessary for the viability of the commercial elements. Design flexibility is also necessary. Note: This LDC Provision (and thus this deviation request) is unique to the RLSA Overlay. BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 21 of 29 Packet Pg. 138 9.C.1 Staff Analysis and Recommendation: Zoning and Development Review staff recommends APPROVAL of this deviation, finding that in compliance with LDC Section 4.08.07.18(a), the petitioner has demonstrated that "the deviations are consistent with the RLSA Overlay" and LDC Section 4.08.07.18(b), the petitioner has demonstrated that the deviation(s) "further enhances the tools, techniques, and strategies based on principles of innovative planning and development strategies, as set forth in §§ 163.3177 (11), F.S." Deviation # 3 seeks relief from LDC Section 4.08.07.J.3.d.ii.q), which requires that the amount of required parking in the Village Center "be demonstrated through a shared parking analysis submitted with an SRA designation application..." and be "determined utilizing the modal splits and parking demands for various uses recognized by ITE, ULI or other sources or studies..." to instead allow the parking demand analysis to be submitted at the time of initial Site Development Plan (SDP) or, at the discretion of the County Manager or designee, at the time of a subsequent SDP or SDP Amendment, in order to allow for a more comprehensive parking demand analysis based upon the mix of uses at the time of the initial SDP or subsequent SDP or SDP Amendment. Petitioner's Justification: The petitioner states the following in support of the deviation: Requiring this parking demand analysis at the time of SRA application makes no sense as the type and mix of uses in the Village Center is undetermined at the time of SRA application. This analysis should be conducted at the time of initial (or possibly subsequent) SDP for non- residential uses in the Village Center. Staff Analysis and Recommendation: Zoning and Development Review staff recommends APPROVAL of this deviation, finding that in compliance with LDC Section 4.08.07.18(a), the petitioner has demonstrated that "the deviations are consistent with the RLSA Overlay" and LDC Section 4.08.07.18(b), the petitioner has demonstrated that the deviation(s) "further enhances the tools, techniques, and strategies based on principles of innovative planning and development strategies, as set forth in § § 163.3177 (11), F.S." Deviation # 4 seeks relief from LDC Section 4.08.07.J.3.d.ii.g), which establishes a maximum block perimeter of 2,500 feet in the Village Center to instead allow for the Neighborhood General block perimeter provisions per LDC Section 4.08.07.J.2.d.iii.c): the maximum block perimeter shall be 3,500 feet, except that a larger block perimeter shall be allowed where an alley or pathway provides through access, or the block includes water bodies or public facilities. Petitioner's Justification: The petitioner states the following in support of the deviation: The road network within the Village Center has been designed to accommodate the required separation of the limited access points to Immokalee Road. The Village Center development tracts will contain connecting and entry driveways, sidewalks, and lakes, to effectively break up the block length and provide through access. This design effectively meets the LDC intent to have smaller blocks. It recognizes that there are limited opportunities to accomplish this through additional roadways connections to Immokalee Road, and allows for alternatives that accomplish the LDC intent. BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 22 of 29 Packet Pg. 139 9.C.1 Staff Analysis and Recommendation: Zoning and Development Review staff recommends APPROVAL of this deviation, finding that in compliance with LDC Section 4.08.07.18(a), the petitioner has demonstrated that "the deviations are consistent with the RLSA Overlay" and LDC Section 4.08.07.18(b), the petitioner has demonstrated that the deviation(s) "further enhances the tools, techniques, and strategies based on principles of innovative planning and development strategies, as set forth in §§ 163.3177 (11), F.S." Deviation # 5 seeks relief from LDC Section 5.03.02 H. Lb. and c., which requires non-residential development to provide a wall within the right-of-way landscape buffer when located on property opposite a residentially zoned district but fronting on a local street or roadway to instead not require a wall. This deviation shall not apply to the rear of shopping centers and building areas where overhead doors are located and facing toward a residential district. Petitioner's Justification: The petitioner states the following in support of the deviation: The Village SRA is required to include a mixed -use village center to serve as the focal point for the community's support services and facilities. The Village Center will include the majority of the non-residential development and requiring a wall between this area and the adjoining residential tracts will create a physical barrier where there should be seamless connectivity between the uses. Staff Analysis and Recommendation: Zoning and Development Review staff recommends N APPROVAL of this deviation, finding that in compliance with LDC Section 4.08.07.18(a), the 00 petitioner has demonstrated that "the deviations are consistent with the RLSA Overlay" and LDC Section 4.08.07.18(b), the petitioner has demonstrated that the deviation(s) "further enhances the tools, techniques, and strategies based on principles of innovative planning and development N strategies, as set forth in §§ 163.3177 (11), F.S." M N SRA Document Section 8.3. Transportation Standards: a Deviation # 1 seeks relief from LDC Section 4.08.07.J. Lb, Figures 1 through 18 (street cross - sections), to instead allow for streets within the Brightshore Village SRA to be designed in accordance with the cross -sections provided in Exhibit A, Sheets 6 through 9. Petitioner's Justification: The petitioner states the following in support of the deviation: LDC Section 4.08.07.J.1.b allows for Collier County Transportation Services to approve alternate cross -sections. The alternate cross -sections provided comply with the multi -modal design objectives of the Village form of SRA development. Staff Analysis and Recommendation: Zoning and Development Review staff recommends APPROVAL of this deviation, finding that in compliance with LDC Section 4.08.07.18(a), the petitioner has demonstrated that "the deviations are consistent with the RLSA Overlay" and LDC Section 4.08.07.18(b), the petitioner has demonstrated that the deviation(s) "further enhances the BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 23 of 29 Packet Pg. 140 9.C.1 tools, techniques, and strategies based on principles of innovative planning and development strategies, as set forth in § § 163.3177 (11), F.S." SRA Document Section 8.4. Sign Standards: Deviation # 1 seeks relief from LDC Section 5.06.02.B.5.a, "On -premises directional signs within residential districts," which requires on -premise directional signs to be set back a minimum of 10 feet from the edge of the roadway, paved surface, or back of the curb, to instead allow a minimum setback of 5 feet from the edge of the roadway, paved surface or back of the curb, limited to signs internal to the SRA only. This excludes signage along County owned roadways. Petitioner's Justification: The petitioner states the following in support of the deviation: This deviation will allow more flexibility for directional signage internal to the project. A unified design theme will be utilized for all signage throughout the community. All roads and drives will be privately owned and maintained. This deviation is typical of master planned residential developments in Collier County Note: This deviation is from a requirement that applies throughout the County (per Section 5.06 .00 (Signs Regulations). Note that the deviation does not apply to such signs located along County Roads. Staff Analysis and Recommendation: Zoning and Development Review staff recommends APPROVAL of this deviation, finding that in compliance with LDC Section 4.08.07.18(a), the petitioner has demonstrated that "the deviations are consistent with the RLSA Overlay" and LDC Section 4.08.07.18(b), the petitioner has demonstrated that the deviation(s) "further enhances the tools, techniques, and strategies based on principles of innovative planning and development strategies, as set forth in §§ 163.3177 (11), F.S." SRA Document Section 8.5. Landscape Standards: Deviation # 1 seeks relief from LDC Section 4.06.02.C., Buffer Requirements, "Types of buffers," Table 2.4 Information, Footnote (3) which requires "Buffer areas between commercial out parcels located within a shopping center, Business Park, or similar commercial development may have a shared buffer 15 feet wide with each abutting property contributing 7.5 feet", to instead allow a shared buffer 10 feet wide with each abutting property contributing 5 feet. Petitioner's Justification: The petitioner states the following in support of the deviation: The combined 10 foot shared buffer will provide for sufficient separation and "breaking up " of parking areas within the Village Center. Note: This deviation is from a requirement that applies throughout the County and similar deviations have been granted. Staff Analysis and Recommendation: Zoning and Development Review staff recommends APPROVAL of this deviation, finding that in compliance with LDC Section 4.08.07.18(a), the petitioner has demonstrated that "the deviations are consistent with the RLSA Overlay" and LDC Section 4.08.07.18(b), the petitioner has demonstrated that the deviation(s) "further enhances the tools, techniques, and strategies based on principles of innovative planning and development strategies, as set forth in § § 163.3177 (11), F.S." BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 24 of 29 Packet Pg. 141 9.C.1 Deviation # 2 seeks relief from LDC Section 4.06.02 A., which requires landscape buffer strips to be shown and designated on the final plat within an easement, to instead allow the same required landscaping materials to be demonstrated on a planting plan, for staff review as part of the respective plans and plat application (PPL), with no requirement to establish a landscape buffer easement, limited to landscape buffers required for single-family uses adjacent to other single- family or multi -family residential subdivisions or developments within the Neighborhood General Context Zone and when separated by a lake. Petitioner's Justification: The petitioner states the following in support of the deviation: This deviation is intended to remove the required buffer easement for single-family residential development when adjacent to other single-family and multi family subdivisions located within the same neighborhood context zone and when they are separated by a lake. The LDC already allows for clustering of the buffer requirements in this circumstance. In addition, sufficient transition and buffering between single-family and multi family uses will be maintained as the multi family residential developments will still be required to provide a 15' Type B buffer to adjacent single-family uses. The deviation is only to eliminate the requirement to establish a buffer easement in this limited circumstance. All required planting will be provided and depicted on a planting plan for staff review as part of the subdivision plats and plans application, and again, only in the limited circumstance where single-family uses are adjacent to other single-family or multi family residential subdivisions or developments within the Neighborhood General Context Zone and when separated by a lake. Since the landscape plan will be part of the approved PPL, it will have an enforcement mechanism. Staff Analysis and Recommendation: Zoning and Development Review staff recommends APPROVAL of this deviation, finding that in compliance with LDC Section 4.08.07.18(a), the petitioner has demonstrated that "the deviations are consistent with the RLSA Overlay" and LDC Section 4.08.07.18(b), the petitioner has demonstrated that the deviation(s) "further enhances the tools, techniques, and strategies based on principles of innovative planning and development strategies, as set forth in § § 163.3177 (11), F.S." SRA Document Section 8.6 Other Deviations: Deviation # 1 seeks relief from LDC Section 4.05.04.G, "Parking Space Requirements," which requires 1 parking space per 100 square feet for recreation facilities (indoor) sports, exercise, fitness, aerobics, or health clubs to instead allow for parking for the Amenity Center sites to be calculated at 1 space per 200 square feet of indoor square footage, excluding kitchen or storage space. Petitioner's Justification: The petitioner states the following in support of the deviation: The project will have a complete system of interconnected sidewalks and multi -use pathways that can accommodate golf carts and bicycles, allowing residents to travel to the amenity center without using a car. Additionally, the Amenity Center is restricted to use by only Village residents and guests and is not open to the general public. The 1 space per 100 square feet for BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 25 of 29 Packet Pg. 142 9.C.1 these "community" amenity centers is excessive. Note: This deviation is from a requirement that applies throughout the County and similar deviations have been granted. Staff Analysis and Recommendation: Zoning and Development Review staff recommends APPROVAL of this deviation, finding that in compliance with LDC Section 4.08.07.18(a), the petitioner has demonstrated that "the deviations are consistent with the RLSA Overlay" and LDC Section 4.08.07.J.8(b), the petitioner has demonstrated that the deviation(s) "further enhances the tools, techniques, and strategies based on principles of innovative planning and development strategies, as set forth in §§ 163.3177 (11), F.S." Deviation # 2 seeks relief from A deviation from LDC Section 3.05.10.A.2. — "Location Criteria," which requires that "LSPA [littoral shelf planting areas] shall be concentrated in one location of the lake(s), preferably adjacent to a preserve area," to instead allow for required littoral shelf planting areas to be aggregated in certain specific development lakes, including the development lake that runs along the eastern perimeter of the SRA. Petitioner's Justification: The petitioner states the following in support of the deviation: These areas will be designed to create, enhance or restore wading bird/waterfowl habitats and foraging areas. They will be designed to recreate wetland function, maximize its habitat value and minimize maintenance efforts. They will enhance the survivability of the littoral area plant species, as there is a lower survivability rate in littoral planting areas along larger lakes subject to more variable water levels and wind and wave action, which negatively affects these littoral planting areas. Note: This deviation is from a requirement that applies throughout the County. N Staff Analysis and Recommendation: Zoning and Development Review staff recommends M APPROVAL of this deviation, finding that in compliance with LDC Section 4.08.07.18(a), the M petitioner has demonstrated that "the deviations are consistent with the RLSA Overlay" and LDC a Section 4.08.07.18(b), the petitioner has demonstrated that the deviation(s) "further enhances the M tools, techniques, and strategies based on principles of innovative planning and development 2 strategies, as set forth in § § 163.3177 (11), F.S." y Deviation # 3 seeks relief from A deviation from LDC Section 4.03.08.C, "Potable Water System," which states "separate potable water and reuse waterlines... shall be provided ... by the applicant at no cost to Collier County for all subdivisions and developments" and "Reuse water lines, pumps, and other appurtenances will not be maintained by Collier County," to instead allow for such facilities and/or appurtenances to be conveyed to and maintained by Collier County. Petitioner's Justification: The petitioner states the following in support of the deviation: This deviation was requested to be included in the SRA by Collier County Utilities in order to allow flexibility in terms of the provision and/or maintenance of such facilities and/or appurtenances (i.e., the provision and/or maintenance by Collier County). The Deviation is supported by Utilities staff. BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 26 of 29 Packet Pg. 143 9.C.1 Staff Analysis and Recommendation: Zoning and Development Review staff recommends APPROVAL of this deviation, finding that in compliance with LDC Section 4.08.07.18(a), the petitioner has demonstrated that "the deviations are consistent with the RLSA Overlay" and LDC Section 4.08.07.18(b), the petitioner has demonstrated that the deviation(s) "further enhances the tools, techniques, and strategies based on principles of innovative planning and development strategies, as set forth in §§ 163.3177 (11), F.S." NEIGHBORHOOD INFORMATION MEETING (NIM): The agent/applicant duly noticed and held the required NIM on April 27, 2022, at 5:30 p.m. at IFAS Extension, 14700 Immokalee Road, Naples, Florida. There was one member from the public who attended via Zoom. For further information, please see Attachment G: NIM Summary. COUNTY ATTORNEY OFFICE REVIEW: The County Attorney's office reviewed the staff report for Petition Number PL20210001067, Brightshore Village SRA on September 14, 2022. This petition requests the creation of the Brightshore Village SRA. A Village is described in LDC Section 4.08.07.C.2 as: Villages are primarily residential communities with a diversity of housing types and a mix a of uses appropriate to the scale and character of the particular village. Villages shall be not 5 less than 100 acres or more than 1,000 acres. Villages are comprised of residential 0 neighborhoods and shall include a mixed -use village center to serve as the focal point for 00 the community's support services and facilities. Villages shall be designed to encourage pedestrian and bicycle circulation by including an interconnected sidewalk and pathway system serving all residential neighborhoods. Villages shall have parks or public green N spaces within neighborhoods. Villages shall include neighborhood -scaled retail and office M uses, in a ratio as provided in Section 4.08.07 J.1. Villages are an appropriate location for a full range of schools. To the extent possible, schools and parks shall be located adjacent to each other to allow for the sharing of recreational facilities. The Village form of rural land Cn development is permitted within the ACSC subject to the limitations of Section 4.08.07 2 0 A.2. The burden falls upon the applicant to prove that the proposal is consistent with all of the criteria set forth below. The burden then shifts to the County, should it consider denial, that such denial is not arbitrary, discriminatory, or unreasonable. This would be accomplished by finding that the amendment does not meet one or more of the listed criteria: Criteria for creation of SRA 1. Consider: Compatibility with adjacent land uses. 2. Consider: An SRA must contain sufficient suitable land to accommodate the planned development. BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 27 of 29 Packet Pg. 144 9.C.1 3. Consider: Residential, commercial, manufacturing/light industrial, group housing, transient housing, institutional, civic, and community service uses within an SRA shall not be sited on lands that receive a Natural Resource Index value of greater than 1.2. 4. Consider: Conditional use essential services and governmental essential services, with the exception of those necessary to serve permitted uses and for public safety, shall not be sited on land that receives a Natural Resource Index value of greater than 1.2, regardless of the size of the land or parcel. 5. Consider: Lands or parcels that are greater than one acre and have an Index Value greater than 1.2 shall be retained as open space and maintained in a predominantly natural vegetated state. 6. Consider: Open space shall also comprise a minimum of thirty-five percent of the gross acreage of an individual SRA Town, Village, or those CRDs exceeding 100 acres. Gross acreage includes only that area of development within the SRA that requires the consumption of Stewardship Credits. 7. Consider: As an incentive to encourage open space, open space on lands within an SRA located outside of the ACSC that exceeds the required thirty-five percent retained open space shall not be required to consume Stewardship Credits. 8. Consider: An SRA may be contiguous to an FSA or HSA, but shall not encroach into such areas, and shall buffer such areas as described in LDC Section 4.08.07 J.6. An SRA may be contiguous to, or encompass a WRA. 9. Consider: The SRA must have either direct access to a County collector or arterial road or indirect access via a road provided by the developer that has adequate capacity to accommodate the proposed development in accordance with accepted transportation planning standards. 10. Consider: Conformity of the proposed SRA with the goals, objectives, and policies of the GMP. 11. Consider: Suitability criteria described in Items 2 through 9 above [LDC Section 4.08.07 A.1.] and other standards of LDC Section 4.08.07. 12. Consider: SRA master plan compliance with all applicable policies of the RLSA District Regulations, and demonstration that incompatible land uses are directed away from FSAs, HSAs, WRAs, and Conservation Lands. 13. Consider: Assurance that the applicant has acquired or will acquire sufficient Stewardship Credits to implement SRA uses. 14. Consider: Impacts, including environmental and public infrastructure impacts. The CCPC, in making its recommendation, must rely upon the competent, substantial evidence presented by the written materials supplied to it, including but not limited to the Staff Report, maps, studies, letters from interested persons, and the oral testimony presented at the CCPC hearing as these items relate to these criteria. RECOMMENDATION: Staff recommends the Collier County Planning Commission, acting as the local planning agency and the Environmental Advisory Council, forward Petition SRA-PL20210001067, Brightshore Village SRA, to the Board of County Commissioners with a recommendation of approval subject to the following Conditions of Approval: BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 28 of 29 Packet Pg. 145 9.C.1 1. Prior to issuance of the first SDP and/or PPL, a listed species management plan, to include the Brightshore Village Human -Wildlife Coexistence Plan, must be provided for review, with approval from FWCC and/or USFWS for management of the Florida panther (Puma concolor coryi) and all other listed species. 2. The Agreement to Provide Potable Water, Wastewater, and Irrigation Water Utility Services shall be adopted concurrently with or prior to the Brightshore Village SRA Resolution. Attachments: Attachment A: Proposed SRA Resolution Attachment B: Consistency Review Memorandum Attachment C: Agreement to Provide Potable Water, Wastewater, and Irrigation Water Utility Services Attachment D: Economic Assessment Attachment E: Peer Review of Economic Assessment Attachment F: Public Facilities Impact Assessment Attachment G: NIM Summary Attachment H: Application BRIGHTSHORE VILLAGE SRA, SRA-PL20210001067 September 23, 2022 Page 29 of 29 Packet Pg. 146 9.C.3 �o e-r 4Coz4-Hry GROWTH MANAGEMENT DEPARTMENT ZONING DIVISION CONSISTENCY REVIEW MEMORANDUM To: Nancy Gundlach, AICP, PLA, Principal Planner, Zoning Services Section From: Michele Mosca, AICP, Principal Planner, Comprehensive Planning Section Date: August 22, 2022 Subject: Future Land Use Element Consistency Review of Proposed Stewardship Receiving Area PETITION NUMBER: SRA PL20210001067 PETITION NAME: Brightshore Village SRA (FKA Hogan Village SRA) REQUEST: This petition seeks to establish a Stewardship Receiving Area (SRA) for the new, Brightshore Village on an approximate 681.5-acre site in accordance with the provisions of Florida Statutes and the Rural Land Stewardship Area Overlay (RLSAO) of Collier County, as contained in the Collier County Growth Management Plan's Future Land Use Element and the Collier County Land Development Code. Development of the Village consists of a maximum of 2,000 dwelling units, a minimum of 106,000 square feet and maximum of 120,000 square feet neighborhood scaled retail/office uses; 100,000 square feet of indoor self -storage; and a minimum of 20,000 square feet of civic uses/government/institutional uses. A total of 31.70 acres are designated for public benefit use. LOCATION: The property is located on the north side of Immokalee Road, northeast of the intersection of Red Hawk Lane and Immokalee Road, within Sections 18 and 19, Township 47 South, Range 28 East. COMPREHENSIVE PLANNING COMMENTS: The Rural Lands Stewardship Area Overly provisions of the Collier County Growth Management Plan (GMP), in conjunction with the Rural Land Stewardship Area Overlay District of the County's Land Development Code (LDC), are used to determine the consistency of this SRA request. The subject property is designated Agricultural/Rural (Agricultural/Rural Mixed -Use District) as identified in the Future Land Use Element (FLUE) and on the Future Land Use Map (FLUM) of the GMP. This future land use designation limits development to such uses as agriculture and related uses, essential services, residential (maximum density of 1 dwelling unit per 5 acres), parks and open space, earth mining, etc. The site is also within the Rural Lands Stewardship Area Overlay (RLSAO). The RLSAO provides for the designation of Stewardship Receiving Areas (SRAs) using Stewardship Credits generated by designation of Stewardship Sending Areas (SSAs). SRAs may vary in size and must contain a mixture of uses, as provided for in the RLSAO policies contained in the FLUE. Packet Pg. 147 9.C.3 Relevant to this Overlay, the planning strategies and techniques include urban villages, new towns, satellite communities, area -based allocations, clustering and open space provisions, and mixed -use development that allow the conversion of rural and agricultural lands to other uses while protecting environmentally sensitive areas, maintaining the economic viability of agricultural and other predominantly rural land uses, and providing for the cost-efficient delivery of public facilities and services. Specifically, the Overlay allows development in the form of towns, villages, and compact rural developments (CRD), subject to certain criteria and development parameters, as an SRA and allows "public benefit uses" such as public schools and public or private post -secondary institutions, including ancillary uses; community parks exceeding the minimum acreages required, municipal golf courses; regional parks; and governmental facilities. This application proposes the new Village SRA using the Rural Land Stewardship Credit System, as provided for under Policy 1.4 of the RLSAO. The SRA application further proposes that Stewardship Credits, enabling this SRA to be developed as a Village, will be obtained from permanent restrictions on the use of environmentally sensitive land (from the approved SSA). The SRA procedures and standards are outlined in Section 4.08.07 of the LDC. Specifically, the SSA to be used to enable the Village to proceed as an SRA is SSA no. 6, which has been previously approved by the Board of County Commissioners. This SRA application states that a total of 5,198.4 Stewardship Credits will be used to entitle the Village at 649.80 acres (total SRA acreage less 31.70 acres of public benefit use asserted by the petitioner). The Village must meet the RLSA Overlay Stewardship Receiving Area Characteristics as identified in the table below. The table lists characteristic land uses and threshold requirements from the RLSA Overlay, [FLUE] Attachment C, followed by staff comments/analysis [in italics]. Underlined uses are not required uses. After the table, the relevant RLSA Overlay Policies (Group 4 Policies) are listed, followed by staff comments/analysis [in italics]. Size (Gross Acres) 300 — 1,500 acres; The SRA is ±687.50 acres. Residential Units (DUs) per 1 — 4 DUs per gross acre; gross acre base density Proposed density = 2,000 DU/±681.50 gross acres =2.93 DU/A. Residential Housing Styles Diversity of single family and multi -family housing types, styles, lot sizes; The Village includes up to 2,000 dwelling units: a minimum of 70% (200 DUs) single-family DUs a minimum of 70% (200 DUs) multi -family DUs, including apartments, and a minimum of 70% (200 DUs) single-family attached units or villas. Housing types include single-family, two-family, and multi- family buildings ranging from one to four stories, situated on lots in the Context Zones allowing residential uses. Maximum Floor Area Ratio or Retail and Office — 0.5; Neighborhood -scaled retail and office uses Intensity are provided at a minimum of 706,000 sq. ft. and a maximum -2- Packet Pg. 148 9.C.3 of 720,000 sq. ft.; the uses and FARs are provided for in the mixed -use Village Center. *Note: A maximum of 700,000 square feet of indoor self -storage use is also permitted in the Village Center. Civic/Governmental/Institution - 0.6; Sites for civic, governmental, and institutional services are provided at an intensity of 20,000 sq. ft.; the FARs and uses are provided forin the mixed -use Village Center. Group Housing - 0.45; while not required, group housing is provided in Neighborhood General and Village Center locations at a maximum of 300 units within the SRA. Transient Lodging - 26 units/ac. net; not required - not proposed. Goods and Services Village Center with Neighborhood Goods and Services in Village Centers; Minimum 53 sq. ft. gross building area per DU; The Village includes a minimum of 706,000 sq. ft. of neighborhood commercial uses which is the required amount. (2,000 DUs x 53 sq. ft/DU). Note: The SRA will also include self -storage warehouse use (allowed in the C-4 and C-5 zoning districts of the LDC). This use is not consistent with a neighborhood use/neighborhood- scale use nor would it be an included use under the "Neighborhood Goods and Service Use" category, as identified in RLSA Appendix "C ; the self -storage use does not count towards the required 53 sq. ft. of gross building area per dwelling unit of neighborhood goods and services. Water and Wastewater Centralized or decentralized community treatment system; Expansion of the Collier County Water -Sewer District will provide public water distribution and wastewater treatment utilities to the Village. Interim Well and Septic; not required -not proposed. a c 0 r a a a� c 0 N 00 W ti M N N N CM 00 J Z LL 0 i 3 m as c a� r N .N C O U m c a� E t v c0 Q r c m E t U R .r r a -3- Packet Pg. 149 9.C.3 Recreation and Open Spaces Parks and Public Green Spaces within Neighborhoods (minimum 1% of gross acres); 6.82 acres are required (681.50* ac. x 1 %) and 15 acres are provided. (*excludes the 37.70 acres of public benefit use.) Active Recreation/Golf Courses; not required - not proposed. Lakes; provided within neighborhoods and along the project's perimeter, adjacent to the proposed linear park system. Open Space - minimum 35% of SRA; 238.5 acres required (687.50 x .35=238.5), and 274.7 acres provided. Civic, Governmental and Moderate Range of Services - minimum 10 sq. ft./DU; 20,000 sq. Institutional Services ft. required (2,000 DUs x 10 sq. ft/DI); 20,000 sq. ft. provided. Full Range of Schools; not required - not proposed. Transportation Auto -interconnected system of collector and local roads; required connection to collector or arterial; and interconnected sidewalk and pathway system. The SRA connects to Immokalee Road (CR 846), an arterial road classified in the Transportation Element, and, an interconnected road system connecting the neighborhoods within the Village is provided. Interconnected sidewalk and pathway system; an interconnected sidewalk and pathway system is provided within the Village (refer to the Mobility Plan, Exhibit A). Equestrian Trails; not required - not proposed. County Transit Access Station or Park and Ride Facility; A commitment to accommodate a transit stop and shelter within the Village is provided. RLSA Overlay Group 4 Policies - Policies to enable conversion of rural lands to other uses in appropriate locations, while discouraging urban sprawl, and encouraging development that utilizes creative land use planning techniques by the establishment of Stewardship Receiving Areas. Policy 4.1: Collier County will encourage and facilitate uses that enable economic prosperity and diversification of the economic base of the RLSA. Collier County will also encourage development that utilizes creative land use planning techniques and facilitates a compact form of development to accommodate population growth by the establishment of Stewardship Receiving Areas (SRAs). Incentives to encourage and support the diversification and vitality of the rural economy such as flexible development regulations, expedited permitting review, and targeted capital improvements shall be incorporated into the LDC Stewardship District. [The subject petition is for an SRA and must comply with the RLSA Overlay in the LDC.] -4- Packet Pg. 150 9.C.3 Policy 4.2: All privately owned lands within the RLSA which meet the criteria set forth herein are eligible for designation as a SRA, except land delineated as a FSA, HSA, WRA or land that has been designated as a Stewardship Sending Area. The exception, consistent with Policy 3.13, is when a WRA provides stormwater quality treatment for an SRA, then the acreage of the WRA used for stormwater quality treatment for the SRA shall be included in the SRA. Land proposed for SRA designation shall meet the suitability criteria and other standards described in Group 4 Policies. Due to the long-term vision of the RLSA Overlay, and in accordance with the guidelines established in Section 163.3248, Florida Statutes, the specific location, size and composition of each SRA cannot and need not be predetermined in the GMP. In the RLSA Overlay, lands that are eligible to be designated as SRAs generally have similar physical attributes as they consist predominately of agriculture lands which have been cleared or otherwise altered for this purpose. Lands shown on the Overlay Map as eligible for SRA designation include approximately 72,000 acres outside of the ACSC and approximately 15,000 acres within the ACSC. Total SRA designation shall be a maximum of 45,000 acres. Because the Overlay requires SRAs to be compact, mixed -use and self-sufficient in the provision of services, facilities and infrastructure, traditional locational standards normally applied to determine development suitability are not relevant or applicable to SRAs. Therefore, the process for designating an SRA follows the procedures set forth herein and the adopted RLSA Zoning Overlay District. [Land proposed for the SRA designation meets suitability criteria and certain other standards described in RLSA Overlay Group 4 Policies. The subject site is designated on the RLSA Overlay Map as eligible for SRA designation.] Policy 4.3: Land becomes designated as a SRA upon petition by a property owner to Collier County seeking such designation and the adoption of a resolution by the BCC granting the designation. The petition shall include a SRA master plan as described in Policy 4.5. The basis for approval shall be a finding of consistency with the policies of the Overlay, including required suitability criteria set forth herein, compliance with the LDC Stewardship District, and assurance that the applicant has acquired or will acquire sufficient Stewardship Credits to implement the SRA uses. The County has adopted LDC amendments to establish the procedures and submittal requirements for designation as a SRA, providing for consideration of impacts, including environmental and public infrastructure impacts, and for public notice of and the opportunity for public participation in any consideration by the BCC of such a designation. (The property owner has submitted the required SRA application along with an SRA Master Plan and has demonstrated acquisition of the required number of Stewardship Credits in the amount of 5,798.4 generated from SSA No. 6 to entitle development of 649.60 acres in the SRA.] The basis for approval shall be a finding of consistency with the policies of the Overlay, including required suitability criteria set forth herein. Compliance with the "LDC Stewardship District" (RLSA zoning overlay) is addressed later herein.] -5- Packet Pg. 151 9.C.3 Policy 4.4: Collier County will update the Overlay Map to delineate the boundaries of each approved SRA. Such updates shall be incorporated into the adopted Overlay Map by amendment periodically initiated by the County, or sooner at the discretion of the Board of County Commissioners. [This Policy is not directed toward individual applications.] Policy 4.5: To address the specifics of each SRA, a master plan of each SRA will be prepared and submitted to Collier County as a part of the petition for designation as a SRA. The master plan will demonstrate that the SRA complies with all applicable policies of the Overlay and the LDC Stewardship District and is designed so that incompatible land uses are directed away from wetlands and critical habitat identified as FSAs and HSAs on the Overlay Map. The SRA Master Plan shall comply with the County's then -adopted MPO Long Range Transportation Plan (LRTP), and Access Management procedures. Each SRA master plan shall include a Management Plan with provisions for minimizing human and wildlife interactions. Low intensity land uses (e.g. passive recreation areas, golf courses) and vegetation preservation requirements, including agriculture, shall be used to establish buffer areas between wildlife habitat areas and areas dominated by human activities. Consideration shall be given to the most current Florida Fish and Wildlife Commission guidelines and regulations on techniques to reduce human wildlife conflict. The management plans shall also require the dissemination of information to local residents, businesses and governmental services about the presence of wildlife and practices that enable responsible coexistence with wildlife, while minimizing opportunities for negative interaction, such as appropriate waste disposal practices. (The applicant's submittal appears to demonstrate compliance with all applicable policies of the RLSA Overlay and the LDC Stewardship District (RLSA zoning overlay), based upon staff discipline reviews. Note: the analysis of some policies has been deferred to other County staff. The SRA Village includes the strategic placement of open space (linear park, lakes and buffers) to direct incompatible land uses away from the adjacent HSA and other areas, thereby, reducing human -wildlife conflicts. Additionally, bear related informational materials will be distributed to area residents and businesses; bearproof receptacles will be used throughout the Village; and a listed species management plan will be submitted for review and approval by the FWCC and/or USFWS for the Florida Panther and other listed species at time of first SDP and/or PPL.] Policy 4.6: SRA characteristics shall be based upon innovative planning and development strategies referenced in Section 163.3248, Florida Statutes. These planning strategies and techniques include urban villages, new towns, satellite communities, area -based allocations, clustering and open space provisions, and mixed -use development that allow the conversion of rural and agricultural lands to other uses while protecting environmentally sensitive areas, maintaining the economic viability of agricultural and other predominantly rural land uses, and providing for the cost-efficient delivery of public facilities and services. The SRA shall also include a mobility plan that includes vehicular, bicycle/pedestrian, public transit, internal circulators, and other modes of travel/movement within and between SRAs and areas of outside development and land uses. The mobility plan shall provide mobility strategies such as bus subsidies, route sponsorship or other incentives which encourage the -6- Packet Pg. 152 9.C.3 use of mass transit services. The development of SRAs shall also consider the needs identified in the MPO Long Range Transportation Needs Plan, and plan land uses to accommodate services that would increase internal capture and reduce trip length and long-distance travel. Such development strategies are recognized as methods of discouraging urban sprawl, encouraging alternative modes of transportation, increasing internal capture and reducing vehicle miles traveled. [The applicant's SRA document and master plan appear to demonstrate compliance with this Policy, based upon staff discipline reviews. Additionally, the Mobility Plan depicts a connected sidewalk and pathway system to encourage pedestrian and bicycle circulation throughout the Village and the planned transit stop and shelter within the Village Center will promote movement between SRAs and other areas for employment, shopping, and recreational opportunities.] Policy 4.7: There are three specific forms of SRA permitted within the Overlay. These are Towns, Villages, and Compact Rural Development (CRD). The Characteristics of Towns, Villages, and CRD are set forth in Attachment C and are generally described in Policies 4.7.1, 4.7.2, and 4.7.3. Specific regulations, guidelines and standards within the LDC Stewardship District to guide the design and development of SRAs to include innovative planning and development strategies as set forth in Section 163.3248, Florida Statutes. The size and base density of each form shall be consistent with the standards set forth on Attachment C. The maximum base residential density as set forth in Attachment C may only be exceeded through the density blending process as set forth in density and intensity blending provision of the Immokalee Area Master Plan or through the affordable housing density bonus as referenced in the Density Rating System of the Future Land Use Element. The base residential density is calculated by dividing the total number of residential units in a SRA by the overall area therein. The base residential density does not restrict net residential density of parcels within a SRA. The location, size and density of each SRA will be determined on an individual basis during the SRA designation review and approval process. [The SRA size and density are consistent with requirements in FLUE Attachment C. The SRA location is designated on the RLSA Overlay Map as eligible for an SRA designation.] Policy 4.7.1: [This Policy regarding Towns is not applicable to this application.] Policy 4.7.2: Villages are communities with a diversity of housing types and mix of uses appropriate to the scale and character of the particular village. Villages shall be not less than 300 acres and up to 1,000 acres inside the Area of Critical State Concern and up to 1,500 acres outside the Area of Critical State Concern. Villages are comprised of residential neighborhoods and shall include a mixed -use village center to serve as the focal point for the community's support services and facilities. Villages shall be designed to encourage pedestrian and bicycle circulation by including an interconnected sidewalk and pathway system serving all residential neighborhoods. Villages shall have parks or public green spaces within neighborhoods. Villages shall include neighborhood scaled retail and office uses, in a ratio as provided in Policy 4.15. Appropriately scaled uses described in Policy 4.7.3 shall also be permitted in Villages. Villages are an appropriate location for a full range of schools. To the extent possible, schools and parks shall be located adjacent to each other to allow for the sharing of -7- Packet Pg. 153 9.C.3 recreational facilities. Design criteria for Villages are included in the LDC Stewardship District. Villages greater than 500 acres shall include an internal mobility plan which shall include a transfer station or park and ride area that is appropriately located within the village to serve the connection point for internal and external public transportation. [The applicant's submittal documents appear to demonstrate compliance with this Policy, based upon staff discipline reviews. Note: the analysis of some policies has been deferred to other County staff. The SRA identifies various housing types, a mix of non-residential uses - including commercial at a neighborhood scale - and public green spaces and parks that are interconnected with a sidewalk and pathway system to encourage pedestrian and bicycle circulation throughout the Village; and a transit stop and shelter are planned within the Village Center to promote movement between SRAs and other areas for employment, shopping, and recreational opportunities.] Policy 4.7.3: Compact Rural Development (CRD) is a form of SRA that shall support and further Collier County's valued attributes of agriculture, natural resources and economic diversity. CRDs shall demonstrate a unique set of uses and support services necessary to further these attributes within the RLSA. Primary CRD uses shall be those associated with and needed to support research, education, convenience retail, tourism or recreation. A CRD may include, but is not required to have permanent residential housing. and the services that support permanent residents. The number of residential units shall be equivalent with the demand generated by the primary CRD use but shall not exceed the maximum of two units per gross acre. A CRD shall be a maximum size of 300 acres. To maintain a proportion of CRDs of 300 acres or less to Villages and Towns, not more than 5 CRDs of 300 acres or less may be approved as SRAs prior to the approval of a Village or Town, and thereafter not more than 5 additional CRDs of 300 acres or less may be approved prior to each subsequent Village or Town. [This Policy does not apply to this application.] Policy 4.7.4: Existing urban areas, Towns and Villages shall be the preferred location for business and industry within the RLSA, to further promote economic sustainability and development, diversification and job creation. The business and industry use allowed includes, but is not limited to, those as defined as Florida Qualified Target Industries. The appropriate scale and compatibility of these uses within a Town or Village will be addressed during SRA application process. [The uses identified as Florida Qualified Target Industries are not proposed in this SRA.] Policy 4.7.5: To address the accommodation of Affordable Housing in a Town or Village, the SRA applicant shall utilize one of the following options: 1) Affordable Housing Land Reservation a) Reservation of one or more site(s) within the SRA or within a proximal SRA in the RLSAO with densities and development standards that accommodate Affordable Housing residential uses at a minimum density of 10 units per acre, for acquisition by either Collier County, a Community Land Trust, a private developer or any other affordable housing provider. b) The aggregate acreage of such site(s) shall be equal to or greater than 2.5% of the gross area of the SRA. -8- Packet Pg. 154 9.C.3 c) The acreage of land reserved for Affordable Housing will be considered as a Public Benefit Use and not require the consumption of Stewardship Credits but shall be included in the calculation of total SRA acreage. d) The County shall verify the site(s) is/are appropriate and approve the site(s) at time of SRA approval, subject to standards to be established in the LDC. e) Affordable Housing units shall be excluded from the Traffic Impact Statement or trip cap for the SRA in which they are located. 2) Alternatives proposed by the SRA Applicant a) While compliance with the Land Reservation described above shall be deemed to satisfy affordable housing requirements, other options may be proposed by the SRA applicant and approved by the Board of County Commissioners to address housing affordability issues in the subject SRA. 3) The process and procedures to implement this policy, including a definition to be used to determine "proximal SRA" and specific guidelines and standards in those instances in which alternative options may be proposed, shall be set forth in the Rural Lands Stewardship Area Overlay Zoning District. (The applicant is proposing, and Housing staff agrees with, an alternative approach to address the affordable housing requirement of this Policy. The applicant is committing to construct within the SRA 770 rental dwelling units to those whose incomes are up to and including 100% of the Area Median Income (AMI) for a period of 30 years, or alternatively, providing land that is proximal to the SRA (within 15 miles and located within Collier County) that is a minimum of 17 acres and allows for a minimum of 10 dwelling units per gross acre to be offered for sale to Collier County, a community land trust or an affordable housing provider.] Policy 4.8: An SRA may be contiguous to a FSA or HSA, but shall not encroach into such areas, and shall buffer such areas as described in Policy 4.13. A SRA may be contiguous to and served by a WRA in accordance with Policy 3.12 and 3.13. [The SRA is contiguous to lands designated HSA but does not encroach into these areas, and, the proposed SRA development is buffered from those HSA areas, as required in Policy4.13.] Policy 4.9: A SRA must contain sufficient suitable land to accommodate the planned development in an environmentally acceptable manner. The primary means of directing development away from wetlands and critical habitat is the prohibition of locating SRAs in FSAs, HSAs, and WRAs unless the WRA is being used to provide water quality treatment volume as referenced in Policy 3.13, in which case the WRA shall retain its WRA Overlay classification and be included in the SRA acreage total. To further direct development away from wetlands and critical habitat, residential; commercial, manufacturing/light industrial, group housing, and transient housing, institutional, civic and community service uses within a SRA shall not be sited on lands that receive a Natural Resource Index value of greater than 1.2. In addition, conditional use essential services and governmental essential services, with the exception of those necessary to serve permitted uses and for public safety, shall not be sited on lands that receive a Natural Resource Index value of greater than 1.2. Infrastructure necessary to serve permitted uses may be exempt from this restriction, provided that designs seek -9- Packet Pg. 155 9.C.3 to minimize the extent of impacts to any such areas. The Index value of greater than 1.2 represents those areas that have a high natural resource value as measured pursuant to Policy 1.8. Less than 2% of potential SRA land achieves an Index score of greater than 1.2. [The Environmental Planning Section evaluated all land within the proposed SRA to determine the Natural Resource Index values. This SRA is adjacent to an HSA and WRA but does not encroach into these areas.] Policy 4.10: Within the RLSA Overlay, open space, which by definition shall include public and private conservation lands, underdeveloped areas of designated SSAs, agriculture, water retention and management areas and recreation uses, will continue to be the dominant land use. Therefore, open space adequate to serve the forecasted population and uses within the SRA is provided. To ensure that SRA residents have such areas proximate to their homes, open space shall also comprise a minimum of thirty-five percent of the gross acreage of an individual SRA Town, or Village. Lands within an SRA greater than one acre with Index values of greater than 1.2 shall be retained as open space except for the allowance of uses described in Policy 4.9. [The proposed open space meets the minimum of thirty-five percent of the Village's gross acreage — 681.50 x 35%=238.53 acres; 274.70 acres provided. The Environmental Planning Section evaluated lands for the NRI value and identified any such lands greater than one acre for retention as open space.] Policy 4.11: The perimeter of each SRA shall be designed to provide a transition from higher density and intensity uses within the SRA to lower density and intensity uses on adjoining property. The edges of SRAs shall be well defined and designed to be compatible with the character of adjoining property. Techniques such as, but not limited to setbacks, landscape buffers, and recreation/open space placement may be used for this purpose. Where existing agricultural activity adjoins a SRA, the design of the SRA must take this activity into account to allow for the continuation of the agricultural activity and to minimize any conflict between agriculture and SRA uses. (The perimeter of the SRA has been primarily designed with passive recreation (linear park), lakes (water retention areas), and buffers to transition residential uses away from surrounding environmentally sensitive lands and other lands designated agricultural with low density and agricultural uses; and, landscape buffers and building setbacks have been established for the commercial areas within the Village to provide the appropriate transitions to the adjacent lands.] Policy 4.12: Where an SRA adjoins a FSA, HSA, WRA or existing public or private conservation land delineated on the Overlay Map, best management and planning practices shall be applied to minimize adverse impacts to such lands. SRA design shall demonstrate that ground water table draw down or diversion will not adversely impact the adjacent FSA, HSA, WRA or conservation land. Detention and control elevations shall be established to protect such natural areas and be consistent with surrounding land and project control elevations and water tables. [The SRA adjoins WRA and HSA lands. Development Review staff and Stormwater staff have reviewed the SRA for compliance with this Policy.] -10- Packet Pg. 156 9.C.3 Policy 4.13: Open space within or contiguous to a SRA shall be used to provide a buffer between the SRA and any adjoining FSA, HSA, or existing public or private conservation land delineated on the Overlay Map. Open space contiguous to or within 300 feet of the boundary of a FSA, HSA, or existing public or private conservation land may include: natural preserves, lakes, golf courses provided no fairways or other turf areas are allowed within the first 200 feet, passive recreational areas and parks, required yard and set -back areas, and other natural or man-made open space. Along the west boundary of the FSAs and HSAs that comprise Camp Keais Strand, i.e., the area south of Immokalee Road, this open space buffer shall be 500 feet wide and shall preclude golf course fairways and other turf areas within the first 300 feet. (Open space (linear park, lake and buffer) located within the SRA is used to provide the required buffer between the SRA and the adjoining HSA (refer to the Master Plan).] Policy 4.14: The SRA must have either direct access to a County collector or arterial road or indirect access via a road provided by the developer that has adequate capacity to accommodate the proposed development in accordance with accepted transportation planning standards. At the time of SRA approval, an SRA proposed to adjoin land designated as an SRA or lands designated as Open Lands shall provide for the opportunity to provide direct vehicular and pedestrian connections from said areas to the County's arterial/collector roadway network as shown on the MPO's LRTP Needs Plan so as to reduce travel time and travel expenses, improve interconnectivity, increase internal capture, and keep the use of county arterial roads to a minimum when traveling between developments in the RLSA. Public and private roads within an SRA shall be maintained by the SRA it serves. Signalized intersections within or adjacent to an SRA that serves the SRA shall be maintained by the SRA it serves. No SRA shall be approved unless the capacity of County collector or arterial road(s) serving the SRA is demonstrated to be adequate in accordance with the Collier County Concurrency Management System in effect at the time of SRA designation. A transportation impact assessment meeting the requirements of Section 2.7.3 of the LDC, or its successor regulation shall be prepared for each proposed SRA to provide the necessary data and analysis. To the extent required to mitigate an SRA's traffic impacts, actions may be taken to include, but shall not be limited to, provisions for the construction and/or permitting of wildlife crossings, environmental mitigation credits, right of way dedication(s), water management and/or fill material which may be needed to expand the existing or proposed roadway network. Any such actions to offset traffic impacts shall be memorialized in a developer contribution agreement. These actions shall be considered within the area of significant influence of the project traffic on existing or proposed roadways. (The SRA proposes two (2) ingress/egress points along Immokalee Road, an arterial road as classified in the Transportation Element, and one (7) ingress/egress point along Red Hawk Lane, a local road. Concurrency is determined at the time of subsequent development orders. Transportation Planning staff reviewed this project for its transportation impact, and Comprehensive Planning staff defers comments relative to these aspects of the review to the Transportation Planning Section.] Packet Pg. 157 9.C.3 Policy 4.15.1: SRAs are intended to be mixed use and shall be allowed the full range of uses permitted by the Urban Designation of the FLUE, as modified by Policies 4.7, 4.7.1, 4.7.2, and 4.7.3, and Attachment C. An appropriate mix of retail, office, recreational, civic, governmental, and institutional uses will be available to serve the daily needs and community wide needs of residents of the RLSA. Depending on the size, scale, and character of a SRA, such uses may be provided either within the specific SRA, within other SRAs in the RLSA or within the Immokalee Urban Area provided the capacity of those adjoining area's facilities as described in Attachment C to be utilized by the newly created SRA can demonstrate sufficient capacity exists for their desired uses per the standards of Attachment C. By example, each Village or Town shall provide for neighborhood retail/office uses to serve its population as well as appropriate civic and institutional uses, however, the combined population of several Villages may be required to support community scaled retail or office uses in a nearby Town. Standards for the minimum amount of non-residential uses in each category are set forth in Attachment C, and shall be also included in the Stewardship LDC District. [The Village provides a mix of uses, including neighborhood retail and office uses, and civic, government, and institutional uses to meet the minimum requirements for non-residential uses in each category identified in Attachment C. A minimum of 106,000 sq. ft. and a maximum of 120,000 sq. ft. of neighborhood scale commercial uses, and a minimum of 20,000 square feet of civic, government and institutional uses are proposed in the Village.] Policy 4.15.2: The Board of County Commissioners (BCC) may, as a condition of approval and adoption of an SRA development, require that suitable areas for parks, schools, and other public facilities be set aside, improved, and/or dedicated for public use. When the BCC requires such a set aside for one or more public facilities, the set aside shall be subject to the same provisions of the LDC as are applicable to public facility dedications required as a condition for PUD rezoning. [Policy provided for informational purposes.] Policy 4.15.3: Applicants for SRA designation shall coordinate with Collier County School Board staff to allow planning to occur to accommodate any impacts to the public schools as a result of the SRA. As a part of the SRA application, the following information shall be provided: 1. Number of residential units by type; 2. An estimate of the number of school -aged children for each type of school impacted (elementary, middle, high school); and 3. The potential for locating a public educational facility or facilities within the SRA, and the size of any sites that may be dedicated, or otherwise made available for a public educational facility. (Village development is planned over a twelve-year period, beginning from the date of the SRA approval. SRA documents identify ± 1,500 single-family and ±500 mufti -family residential units are permitted, with a maximum of 2,000 residential units, in aggregate. The public school assessment projects 566 new students to be generated from the 2,000 Village residences, the student allocation for each school type includes, 257 elementary, 725 middle, and 184 high school students. -12- Packet Pg. 158 9.C.3 A school site is not proposed to be set aside, improved, and/or dedicated for public use in the Village — and is not warranted based on the number of school -aged children in this SRA.] Policy 4.16: A SRA shall have adequate infrastructure available to serve the proposed development, or such infrastructure must be provided concurrently with the demand. The level of infrastructure provided will depend on the form of SRA development, accepted civil engineering practices, and LDC requirements. The capacity of essential services and infrastructure necessary to serve the SRA at build -out must be demonstrated during the SRA designation process. Infrastructure to be analyzed includes but not limited to, transportation, potable water, wastewater, irrigation water, stormwater management, and solid waste. Transportation infrastructure is discussed in Policy 4.14. Centralized or decentralized community water and wastewater utilities are required in Towns and Villages, and may be required in CRDs depending upon the permitted uses approved within the CRD. Centralized or decentralized community water and wastewater utilities shall be constructed, owned, operated and maintained by a private utility service, the developer, a Community Development District, the Immokalee Water Sewer Service District, Collier County, or other governmental entity. Innovative alternative water and wastewater treatment systems such as decentralized community treatment systems shall not be prohibited by this Policy provided that they meet all applicable regulatory criteria. Individual potable water supply wells and septic systems, limited to a maximum of 100 acres of any Town, Village or CRD of 100 acres are permitted on an interim basis until services from a centralized/decentralized community system are available. Individual potable water supply wells and septic systems may be permitted in CRDs of 100 acres or less in size. [Infrastructure must be available to serve the proposed Village — or provided concurrently with the demand. The infrastructure analysis for the development has been provided in the public facilities impact analysis and Traffic Impact Statement within the SRA application submittal documents. It is anticipated that any developer commitments related to utilities, transportation, or other public facilities, once finalized, will be specifically detailed in [a] Developer's Contribution Agreement. Review staff has determined that adequate public facilities will be available to serve the SRA, consistent with this Policy.] Policy 4.17: The BCC will review and approve SRA designation applications in accordance with the provisions of Policy 1.2 of the Capital Improvement Element of the GMP and public facilities pursuant to Policy 1.1 of the Capital Improvement Element in addition to the following: jails, law enforcement, emergency medical services, fire service, government buildings and libraries. Final local development orders will be approved within an SRA designated by the BCC in accordance with the Concurrency Management System of the GMP and LDC in effect at the time of final local development order approval. (The project does not create a significant impact on countywide population as defined by Policy 1.2 of the CIE. Expansion of the Collier County Water -Sewer District will provide public water distribution and wastewater treatment utilities to the Village. Public facilities impacts will be evaluated at time of final local development order approval, consistent with the GMP and LDC.] Policy 4.18: The SRA will be planned and designed to be fiscally neutral or positive to Collier County at the SRA horizon year based on a public facilities impact assessment, as identified in LDC 4.08.07.K. The BCC may grant exceptions to this Policy to accommodate affordable housing, as it deems appropriate. -13- Packet Pg. 159 9.C.3 Techniques that may promote fiscal neutrality such as Community Development Districts, and other special districts, shall be encouraged. At a minimum, the assessment shall consider the following public facilities and services: transportation, potable water, wastewater, irrigation water, stormwater management, solid waste, parks, law enforcement, and schools. Development phasing, developer contributions and mitigation, and other public/private partnerships shall address any potential adverse impacts to adopted levels of service standards. In the event that an SRA development, generates surplus revenues to Collier County, Collier County may choose to allocate a portion of such surplus revenues to ensure that sufficient resources are available to allow Collier County to respond expeditiously to economic opportunities and to compete effectively for high -value research, development and commercialization, innovation, and alternative and renewable energy business projects. [The Economic Assessment Report has been deemed fiscally neutral and/or positive to Collier County, Collier County Schools, and North Collier Fire Control & Rescue District.] Policy 4.19: Eight (8) credits shall be required for each acre of land included in a SRA, where such Credits were created from a Stewardship Sending Area submitted for review or approved prior to July 13, 2021. Ten Credits per acre shall be required for each acre of land included in an SRA, where such Credits were created from any other Stewardship Sending Area. Land that is designated for a public benefit use described in Policy 4.20 do not require the use of Credits. In order to promote compact, mixed use development and provide the necessary support facilities and services to residents of rural areas, the SRA designation entitles a full range of uses, accessory uses and associated uses that provide a mix of services to and are supportive to the residential population of a SRA, as provided for in Policies 4.7, 4.15.1 and Attachment C. Such uses shall be identified, located and quantified in the SRA master plan. [A 7:8 ratio is proposed by the applicant to entitle the requested residential density and mix of uses to support the residents of the SRA Village. The applicant will use Credits generated from SSA No. 6, which was approved by the Board of County Commissioners prior to the adoption of the recent RLSA amendments that require Credit consumption at a 7: 70 ratio.] Policy 4.20: The acreage of a public benefit use shall count toward the maximum acreage limits of an SRA, unless such public benefit uses were approved as part of an SRA approved prior to July 13, 2021, in which case such public benefit uses shall continue to be excluded from the maximum acreage limitation pursuant to the policy in effect at the time of approval. Public benefit uses shall not count toward the consumption of Stewardship Credits. For the purpose of this Policy, public benefit uses include: affordable housing as defined in the LDC, public schools (preK-12) and public or private post secondary institutions, including ancillary uses; community parks exceeding the minimum acreage requirements of Attachment C, municipal golf courses; regional parks; and governmental facilities as defined in the LDC. The location of public schools shall be coordinated with the Collier County School Board, based on the interlocal agreement, Section 163.3248 F.S. and in a manner consistent with 235.193 F.S. Schools and related ancillary uses shall be encouraged to locate in or proximate to Towns and Villages subject to applicable zoning and permitting requirements. -14- Packet Pg. 160 9.C.3 [The proposed public community park acreage (37.7 acres) qualifies under the category of a 'public benefit use", as provided in this Policy. Public benefit use acreage does not require the consumption of Stewardship Credits but is included in the overall SRA acreage calculation.] Policy 4.21: Lands within the ACSC that meet all SRA criteria shall also be restricted such that credits used to entitle a SRA in the ACSC must be generated exclusively from SSAs within the ACSC. Further, the only form of SRA allowed in the ACSC east of the Okaloacoochee Slough shall be CRDs of 100 acres or less and the only form of SRA allowed in the ACSC west of the Okaloacoochee Slough shall be CRDs and Villages of not more than 300 acres. Provided, not more than 1,000 aces of SRA development in the form of Villages or CRDs , exclusive of any lakes created prior to June 30, 2002 as a result of mining operations, shall be allowed in areas that have a frontage on State Road 29 and that, had been predominantly cleared as a result of Ag Group I or Earth Mining or Processing Uses. This Policy is intended to assure that the RLSA Overlay is not used to increase the development potential within the ACSC but instead is used to promote a more compact form of development as an alternative to the Baseline Standards already allowed within the ACSC. No policy of the RLSA Overlay shall take precedence over the Big Cypress ACSC regulations and all regulations therein shall apply. [This Policy does not apply, as this site is not within the ACSC.] Policy 4.22: When historic or cultural resources are identified within the RLSA through the SRA designation process, the applicant in conjunction with the Florida Division of Historic Resources will assess the historic or cultural significance and explore the educational and public awareness opportunities regarding significant resources. [Historic and/or cultural resources have not been identified within the SRA.] Policy 4.23: Any development on lands participating in the RLS Program shall be compatible with surrounding land uses. Within one year of the effective date of this Policy LDC regulations shall be implemented for outdoor lighting to protect the nighttime environment, conserve energy, and enhance safety and security. [The SRA Village will use "Dark Sky" lighting design in their residential and commercial areas.] CONSISTENCY REVIEW FINDINGS: Based upon the above analysis, staff finds: 1) The requisite credits are approved and will be sufficient in number to enable development of the Village; and, 2) The proposed Stewardship Receiving Area (SRA) for the Village may be deemed consistent with the Future Land Use Element, Rural Lands Stewardship Area Overlay. -15- Packet Pg. 161 9.C.6 MEMORANDUM Jacobs Collier County GMD - Peer Review of Brightshore Village SRA Economic Assessment PREPARED FOR: Michael Bosi, Collier County Amy Patterson, Collier County Trinity Scott, Collier County James French, Collier County Kenneth Kovensky, Collier County Ian Barnwell, Collier County COPY TO: Bill Gramer, Jacobs PREPARED BY: Dave Green, Jacobs Dennis Jackson, Jacobs Michael Oyakojo, Jacobs DATE: August 12, 2022 Introduction Collier County, Florida (the County) Growth Management Division (GMD) engaged Jacobs Engineering Group Inc. (Jacobs) to conduct a peer review of the "Brightshore Village SRA Economic Assessment" (Report) prepared by Development Planning & Financing Group (DPFG) on behalf of Barron Collier companies (the Applicant). The initial version of this report was dated September 28, 2021. The version reviewed herein was most recently revised on June 28, 2022. The purpose of the peer review was to assess: • The reasonableness of the assumptions in the assessment. • The consistency of the assessment with the underlying assumptions. • The reasonableness of the anticipated future revenue from ad valorem taxes, impact fees, and other sources for the appropriate forecast period; and reasonableness of expenditures (capital and operating) for the appropriate forecast period. • The consistency of the recommendations and findings with generally accepted governmental accounting and finance conventions, financial forecasting, impact -fee -setting practices, balanced development concepts (growth pays for growth), and/or applicable County policies (such as the Collier County Land Development Code). Our procedures in reviewing the Report included sample verification of significant calculations, testing of consistency among underlying assumptions, data and calculation methods, and reviewing the consistency of results with the County's current plans and forecasts. Jacobs did not replicate or develop an independent Fiscal Impact Analysis Model (FIAM), but peer reviewed DPFG's alternative fiscal impact model and tested significant and sensitive variables. A record of our verification of sources and assumptions is provided in Appendix A. Packet Pg. 162 9.C.6 COLLIER COUNTY GMD - PEER REVIEW OF BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT In preparing this peer review Jacobs relied, in whole or in part, on data and information provided by the County and third parties, which has not been independently verified by Jacobs and which Jacobs has assumed to be accurate, complete, reliable, and current. Therefore, while Jacobs has utilized its best efforts in preparing the peer review and providing comments and recommendations to the County, Jacobs does not warrant or guarantee the conclusions set forth herein or in the DPFG Report or its fiscal impact model, which are dependent and/or based upon data, information, or statements supplied by the County or third parties. Legal Basis Collier County's Rural Lands Stewardship Area (RLSA) program "was established under the Future Land Use Element (FLUE) of the Growth Management Plan (GMP). Its objective is the creation of an incentive - based land use overlay system based on the principles of rural land stewardship found in Florida Statutes, Section 163.3177(11), including environmental preservation, agricultural preservation, and smart growth development. Through the RLSA program, Stewardship Sending Areas (SSAs) can be approved for preservation purposes, creating credits to entitle Stewardship Receiving Areas (SRAs), typically towns, villages, and compact rural developments (CRDs). The credit system is designed to incentivize preservation of the most important environmental lands, including large, connected wetland systems and significant habitat for listed species, by awarding higher credit values for high value preservation areas."1 Pursuant to the GMP RLSA, Policy 4.18 states "the SRA will be planned and designed to be fiscally neutral or positive to Collier County at the horizon year based on a cost/benefit fiscal impact analysis model acceptable to or as may be adopted by the County. The Board of County Commissioners (BCC) may grant exceptions to this policy to accommodate affordable -workforce housing, as it deems appropriate. Techniques that may promote fiscal neutrality such as Community Development Districts, and other special districts, shall be encouraged. At a minimum, the analysis shall consider the following public facilities and services: transportation, potable water, wastewater, irrigation water, stormwater management, solid waste, parks, law enforcement, and schools. Development phasing, developer contributions and mitigation, and other public/private partnerships shall address any potential adverse impacts to adopted levels of service standards." Further, the Collier County Land Development Code (LDC), Section 4.08.07 defines the requirements for SRA Designation, which "is intended to encourage and facilitate uses that enable economic prosperity and diversification of the economic base of the RLSA District....]. One of several preconditions for the SRA designation is an economic assessment, per Section 4.08.07 L. of the LDC, as follows: L. SRA Economic Assessment. An Economic Assessment meeting the requirements of this Section shall be prepared and submitted as part of the SRA Designation Application Package. At a minimum, the analysis shall consider the following public facilities and services: transportation, potable water, wastewater, irrigation water, stormwater management, solid waste, parks, law enforcement, emergency medical services, fire, and schools. Development phasing and funding mechanisms shall address any adverse impacts to adopted minimum levels of service pursuant to Chapter 6 of the LDC. 1. Demonstration of Fiscal Neutrality. Each SRA must demonstrate that its development, as a whole, [emphasis added] will be fiscally neutral or positive to the Collier County tax base. 1 https://www.colliercountvfl.gov/vour-government/divisions-a-e/comprehensive-planning/rural-land-stewardship-area-rlsa-overlay-program PAGE 2 OF 18 Packet Pg. 163 9.C.6 COLLIER COUNTY GMD - PEER REVIEW OF BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT This demonstration will be done for each unit of government responsible for the services listed above, using one of the following methodologies: a. Collier County Fiscal Impact Model. The fiscal impact model officially adopted and maintained by Collier County. Alternative Fiscal Impact Model. If Collier County has not adopted a fiscal impact model as indicated above, the applicant may develop an alternative fiscal impact model using a methodology approved by Collier County. The BCC may grant exceptions to this policy of fiscal neutrality to accommodate affordable or workforce housing. DPFG was retained to prepare an economic assessment for Brightshore Village SRA (Brightshore ) to demonstrate fiscal neutrality using an Alternative Fiscal Impact Model, as defined by the LDC Section 4.08.07 L.1.b. Although the fiscal impact requirements are specified in the LDC, there remains a considerable amount of flexibility in both the interpretation and application of the law. DPFG is required to measure fiscal neutrality at the project's horizon year or buildout. The timing of when buildout is expected to occur is not identified in the DPFG report. The neutrality assessment is simply evaluated for whenever that is achieved. The overall assessment is underpinned by this fundamental assumption, and DPFG's analysis is consistent with this assumption throughout the assessment. It is important to recognize that fiscal impact analysis is not a cash flow analysis, and therefore does not include a year -by -year examination of the County's sources and uses of funds over the development period. New development may or may not achieve fiscal neutrality in the early stages of new development. The County must make initial investments to accommodate growth — prior to a compensatory public revenue stream from a new development to fund the necessary infrastructure and services. This lag effect is inherent in any new development plan, but its annualized impacts are beyond the scope of this peer review and beyond the County's requirements for fiscal neutrality. There are also inherent limitations of fiscal impact modeling. While we determined that DPFG's analysis largely fulfills the fiscal impact analysis requirement, the following caveats and shortcomings are noted: • Fiscal impact modeling is static and not dynamic. It is a snapshot in time, and therefore known variables (e.g., the costs of construction, the state of the US economy, the pace and mix of the development plan, etc.) are assumed constant. As such, substantial changes to these variables could render the analysis obsolete. • The cost of future financing may not be included in the analysis.z This factor can add substantially to the overall costs of infrastructure development and thereby could negatively affect any findings of positive or neutral fiscal impacts should financing be employed by the County, the Fire Rescue District, or School District. The County or Districts may employ various funding and financing options to construct such facilities, which are unknown at this time. • Fiscal impact analysis assumes an average and/or marginal cost basis. Compensatory revenues whether in the form of impact fees or ad valorem, sales, or other taxes may over -recover (subject to economies of scale) or under -recover (subject to dis-economies of scale) actual costs for any given development. 2 We note that the cost of financing is included in the County's impact fees for schools and correctional facilities. PAGE 3 OF 18 Packet Pg. 164 COLLIER COUNTY GMD - PEER REVIEW OF BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT 9.C.6 • While fiscal impact analysis is intended to measure project -specific revenue and cost drivers, certain obligations are subject to the analyst's discretion. The County recognizes and has acknowledged that there is a possibility that the Brightshore Village development plan will change, which introduces factors beyond the County's control, and beyond the constraints of fiscal impact analysis, generally. DPFG's methodology and assumptions are described in detail in the following sections. Methodology DPFG's approach to "the fiscal impact analysis of Brightshore Village uses a marginal/average cost hybrid methodology to determine the project's impact on capital and operating costs,"3 which is customary for fiscal analyses. A marginal approach is used to estimate ad valorem tax revenues. To estimate certain marginal costs, DPFG applied the case study approach for the capital analyses of the: • Sheriff Department • Emergency Medical Services (EMS) Department • North Collier Fire & Rescue District • School District The case study approach is based on the analyst's determination that other standard approaches have material limitations, and as such a case study approach is a more appropriate application for the particular use. DPFG's approach also included an analysis of the fiscal impacts to the Unincorporated Area General Fund Municipal Service Taxing Unit (MSTU). Overall, Jacobs agrees with the marginal/average cost hybrid approach taken in this analysis, and the case study approach applied to the referenced departments. Key Assumptions Jacobs was provided with DPFG's Report and their corresponding fiscal analysis Microsoft Excel model (filename: Brightshore Village Econ Assess 2022.06.28 View Only.xlsx). DPFG also spent a significant amount of time answering Jacobs' questions, providing source documentation, and facilitating our understanding of their methodology and assumptions. Inflation All costs (whether historical or future) were adjusted to reflect 2021 dollars. Inflation is typically excluded from fiscal neutrality analysis (using a constant -dollar approach), which enables comparisons across years and across projects. FY 2021 budgets for the County, North Collier Fire and Rescue District, and Collier County Schools were used for the analysis. 3 DPFG Report, page 7 PAGE 4 OF 18 Packet Pg. 165 9.C.6 COLLIER COUNTY GMD - PEER REVIEW OF BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Impact Fees Impact fee calculations utilized the County's Residential Impact Fee Schedule and Commercial Impact Fee Schedule, both effective March 30, 2021. Taxable Real Estate Values To estimate potential tax revenues, DPFG based taxable values for residential (per unit) and non- residential (per sq. ft.) land uses. Taxable values for residential units were applied as provided by the applicant's market consultant. Eligible homestead exemptions were applied based on County averages Taxable values for non-residential uses were based on R.S. Means construction cost data and/or comparable properties from the County appraiser's database. Sales and Just Values Sales values per square foot of non-residential land uses were based on estimates provided by the applicant's market consultant. Just values also took into consideration, construction costs per square foot from R.S. Means: "Square Foot Costs", 42"d Edition, 2021, and the Collier County Property Appraisers Database. Annual Absorption by Use Not applicable. Millage Rates DPFG utilized current fiscal year (2021) millage (mil) rates as follows to determine annual ad valorem (property) tax revenues for the forecast period for the County, MSTD, and Water Pollution Control. • 3.5645 County General Fund • 0.8069 MSTD General Fund • 0.0293 Water Pollution Control FY 2021 millage rates for Collier County Schools and the North Collier Fire and Rescue District were used to determine annual ad valorem (property) tax revenues for the forecast period for the School District and Fire and Rescue District, respectively. • 5.016 Collier County Schools (operating and capital) • 3.750 North Collier Fire and Rescue District Millage rates were held constant (i.e., flat). Per capita estimates for various state and other local revenues sources are also based on the County's 2021 General Fund budget. Direct Full Time Equivalent Jobs (FTEs) DPFG applied a 0.8897602 FTE Conversion Factor to Collier Countywide employment to derive countywide FTEs, based on its 2017 IMPLAN conversion assumptions. The purpose of this calculation is to convert total jobs to FTEs. Per DPFG Principal Lucy Gallo, a difference, if any, using 2019 source data would be immaterial. DPFG provided the industry detail in the Excel file "Collier County IMPLAN Conversion.xls" to support this assumption. PAGE 5 OF 18 Packet Pg. 166 9.C.6 COLLIER COUNTY GMD - PEER REVIEW OF BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Employment generation for commercial space factors apply per square foot of employment guidelines, realizing that actual employment density may vary by specific project details. • Retail: 400 square feet per employee • Retail 50,001-100,000 Sq Ft Employment Coefficient: 2.50 The Brightshore employment coefficient was based on the square foot per employee assumptions in the 2016 Collier County EMS Impact Fee study, which was the most recent study available when the DPFG Report was prepared. Home -based employment was not specifically addressed. Brightshore Population Growth Forecasts DPFG used residents per housing unit data published in the Collier County Emergency Medical Services Impact Fee Update Study, dated October 10, 2016, to estimate residential seasonal population growth due to Brightshore . The seasonal population per unit assumptions utilized were: • Multi -Family (Condo, Duplex, Single -Family Attached): 1.26 • Single Family Detached < 4,000 Sq Ft: 2.65 Vacancy Rates Vacancy rates for determining occupied housing and commercial space assume a stabilized occupancy, consistent with best practices.4 Overall, Jacobs agrees with DPFG's key assumptions described above. Structure of Funds For the purposes of fiscal impact analysis, three taxing authorities were evaluated: Collier County (through its General Fund), the North Collier Fire & Rescue District, and the Collier County School District ("School District"). Each has separate taxing authority, and the Collier County School Board levies its own taxes and receives part of its funding from the State of Florida. The DPFG Report tests the project's fiscal neutrality for County operating impacts, County capital impacts, Fire operating impacts, Fire capital impacts, Schools operating impacts, and Schools capital impacts. General Fund The General Fund pays for those services benefiting residents and visitors of Collier County. These services include maintenance and operation of the various regional recreational facilities; governmental facilities; social services; animal services; libraries; transportation system and general administrative services. The largest source of revenue for the General Fund is Ad Valorem — or property tax revenue. Municipal Service Taxing Units exist in various locations and are intended to provide extraordinary services within a specific district funded by a separate ad valorem property tax. In addition, a water pollution control tax is collected county -wide. 4 Planners Estimating Guide: Projecting Land Use and Facility Needs by Arthur C. Nelson, FAICP, Planners Press, American Planning Association, 2004 PAGE 6 OF 18 Packet Pg. 167 9.C.6 COLLIER COUNTY GMD - PEER REVIEW OF BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT North Collier Fire & Rescue District "Like all independent fire districts, most of the North Collier District's revenue is generated by property taxes. We do not charge a fee for providing fire protection services. Each year, the Collier County Property Appraiser establishes the taxable value for property located within the District. The Board of Fire Commissioners establishes the millage (or taxing) rate which, according to the District's Enabling Act, can be no higher than 1 mil, or $1.00 for every $1,000 of taxable value in the North Naples Service Delivery Area or no higher than 3.75, or $3.75 for every $1,000 of taxable value in the Big Corkscrew Island Service Delivery Area. As fire and rescue are labor intensive services, the majority of the District's expenses are personnel related. In order to sufficiently protect and serve the District's residents and the billions of dollars of property located within the District, it must maintain highly trained professional firefighters and paramedics and the necessary equipment to handle a myriad of emergency situations. "5 Collier County School District School districts in Florida utilize a State mandated accounting method which separates revenues and expenses into specific funds. Each fund is earmarked for a specified purpose or activity and carries specific requirements, restrictions, or limitations. Accordingly, the School District maintains and reports the following segregated major funds: general, debt service, capital projects, special revenue, and internal service. The General Fund covers the day-to-day operations of the School District and accounts for most operational expenses that are incurred. The Florida Education Finance Program (FEFP) provides equalized per student funding for school districts. This concept guarantees that the availability of educational programs and services will be substantially equal for all students, regardless of geography and/or local economic factors. Funding for the FEFP includes required local effort property taxes that districts must levy, state taxes, and some local discretionary tax mills recommended by the State. For FY22, federal sources provided 13.14% of the School District's total revenue, state sources provided 12.11%, and local sources provided 74.75% of the School District's total revenue.6 Enterprise Funds Collier County maintains two different types of proprietary funds: enterprise and internal service. Enterprise funds report, with more detail, the same functions presented as business -type activities in the government -wide financial statements for water and sewer, solid waste disposal, emergency medical services, transit, and the airport authority. The Collier County Water and Sewer District Fund, the Solid Waste Disposal Fund, and the Emergency Medical Services Fund are tracked individually as major funds. "Table 8 and Appendix Table 18 of the DPFG Brightshore Village SRA Economic Assessment reflects the impact of the annual general fund contributions to Fund 426 CAT Mass Transit and Fund 427 5 https://www.northcollierfire.com/finance/ 6 https://www.collierschools.com/cros/lib/FLO1903251/Centricity/domain/86/ budget%20dept%20main%20page/Budget%205ummary%20Proposed%20FY22.pdf PAGE 7 OF 18 Packet Pg. 168 9.C.6 COLLIER COUNTY GMD - PEER REVIEW OF BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Transportation Disadvantaged, which are enterprise funds. There are no other impacts to consider with respect to transit enterprise funds in the Economic Assessment. "7 Internal service funds are primarily maintained to allocate and accumulate costs internally for Collier County. The County uses internal service funds to account for health insurance, workers compensation insurance, property and casualty insurance, fleet operations, and information technology. While the RSLA program requires that the fiscal impacts on the County's potable water, wastewater, stormwater, irrigation water, and solid waste enterprise funds be examined, enterprise funds are inherently fiscally neutral because they are created for a specific purpose and intended to be self- supporting through user rates and fees. As such the fiscal impact of the proposed development is expected to be fiscally neutral to the County. Jacobs finds DPFG's exclusion of enterprise funds to be an acceptable and reasonable approach. Fiscal Impacts Recall that the fiscal impact analysis, at a minimum, "shall consider the following public facilities and services: transportation, potable water, wastewater, stormwater management, solid waste, parks, law enforcement, emergency medical services, fire, and schools," each of which is reviewed in the following sections. This peer review is presented in order of services listed in the LDC. County Operating Impacts Operating impacts are reflected in DPFG's analyses of both the General Fund and MSTU General Fund groupings. These analyses cover transportation, parks, law enforcement, EMS, and correctional facilities. Based on the analysis, at buildout, Brightshore's annual total general fund operating expenditures are projected at approximately $2,695,000 against revenues of approximately $3,371,000, resulting in a fiscal surplus of $676,000. Brightshore's annual total MSTU operating expenditures are projected at approximately $355,000 against revenues of approximately $619,000, resulting in a fiscal surplus of $ 2 64, 000. Transportation (Roads) Operating Impacts Transportation Services is a special revenue fund within the County's budget. This fund was established for the maintenance of roads and bridges countywide. The principal funding source for Transportation Services is a subsidy from the General Fund (for fiscal year 2021 the transfer from the General Fund amounted to $21.1 million). Capital Impacts The County imposes road impact fees on new development occurring to fund the construction of growth -related improvements. Consistent with impact fee statutory requirements, these fees place a fair share of the cost burden on new development for transportation -related expansions and improvements which are necessitated by such development. PAGE 8 OF 18 Packet Pg. 169 COLLIER COUNTY GMD - PEER REVIEW OF BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT 9.C.6 DPFG treats road impact from a perspective that the Developer will pay road impact fees according to the number of units (residential) or square footage (non-residential) in the development plan and the corresponding fee schedule established by the County. Using DPFG's approach, Brightshore Village will generate approximately $16.0 million in Road Impact Fee revenues to the County, based on the development parameters and road impact fee rate table that was in effect at the time of DPFG's report. Subsequently, the county has implemented updated road impact fees that would generate approximately $16.5 million in revenues. These estimates significantly exceed the Concurrency Fair - Share estimate referenced in DPFG's report of $863,000. In accordance with the Collier County Transportation Planning Development Guidebook, mitigation improvements are considered acceptable if capacity is added that restores or improves the delay and volume/capacity ratio to the levels provided in the base scenario. DPFG reports that "the project share of cost has been based on the proportion of the project peak hour traffic contributed to the improvement location relative to the total new peak hour 2038 traffic volumes". Jacobs finds DPFG's determination of fiscal neutrality for transportation (road) impacts to be reasonable, subject to the approval of the companion Developer Agreement. Potable Water and Wastewater The Collier County Water -Sewer District (CCWSD) will supply both potable water and sewer service to Brightshore. As the CCWSD is an enterprise fund, the costs to serve the Brightshore development will be recovered by CCWSD including through the prepayment of utility impact fees by the developer.9. It should be noted that there are nuances in the fiscal neutrality determination for water and wastewater. For example, if existing pipe sizes are inadequate and need to be replaced, the extent of such rework could render the development fiscally deficient. However, Jacobs' review is not intended to analyze to that level of detail. Jacobs finds DPFG's determination of fiscal neutrality for potable water and wastewater public facilities and services to be reasonable. Stormwater Management According to Peninsula Engineering, the retention and attenuation of stormwater will comply with the standards of South Florida Water Management District (SFWMD), County, State and Federal requirements for water quality treatment and discharge rates, with no adverse impact to stormwater management (drainage) service level. The developer of Brightshore will be responsible for all costs associated with the design, permitting, construction, and operation of the proposed stormwater improvements required to serve the Brightshore Village development. Jacobs finds DPFG's determination of fiscal neutrality for stormwater management public facilities and services to be reasonable. 8 DPFG Report, page 16 9 DPFG Report, Page 23 PAGE 9 OF 18 Packet Pg. 170 COLLIER COUNTY GMD - PEER REVIEW OF BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT 9.C.6 Solid Waste Solid waste capital and operational costs are accounted for in the County's Solid Waste Fund, a self- supporting enterprise fund. Enterprise funds are inherently fiscally neutral because they are created for a specific purpose and intended to be self-supporting through user rates and fees. Again, enterprise funds were excluded from DPFG's analysis. Jacobs finds DPFG's determination of fiscal neutrality for solid waste facilities and services to be reasonable. Parks Per the County's 2020 AUIR, the current level of service (LOS) for all county -owned and maintained community and regional parks is a combined 3.90 acres per 1,000 residents. The County's LOS (per 1,000 residents) by type is compared to DPFG's assumptions, as follows: • Community parks: achieved 1.39 acres • Community Parks: adopted 1.20 acres • Regional Parks: achieved 1.82 acres • Regional Parks: adopted 2.70 acres It is noted that the DPFG value for Regional Parks achieved 1.82 acres are based on a County staff recommendation. Capital Impacts The County imposes separate impact fees for community and regional parks. Impact fee revenues of community parks were calculated to be $1,628,000 (plus other capital revenues of $26,000 for a total of $1,654,000) and regional parks were $4,658,000 (plus other capital revenues of $241,000 for a total of $4,899,000). The cost of estimated acreage ($283,638 per acre) required to achieve the County LOS for community parks forms the basis for capital impacts, which DPFG estimated capital revenue at $1,654,000, leading to an estimated surplus of $84,000 for community parks. The cost of estimated acreage ($590,288 per acre) required to achieve the County LOS for regional parks forms the basis for capital impacts. While the adopted level of service for regional parks is 2.70 acres per 1,000 peak population, the adjusted achieved LOS of 1.82 acres was recommended by the County. With the recommended LOS and cost per acre, results in an estimated capital cost for regional parks of $4,955,000. The cost of the regional parks is in excess of the estimated impact fee and other capital revenues of $4,899,000 of the regional parks by $56,000. While there is a projected deficit for the regional parks, the forecast surplus for community parks offsets this, and results in the total regional and community parks capital impact to be a slightly positive $28,000.10 DPFG's assumption that regional park acreage costs will reflect average costs is a conservative assumption compared to the relative cost of inland acreage. If inland acreage costs less, on average, 10 DPFG Report, Page 17 PAGE 10 OF 18 Packet Pg. 171 9.C.6 COLLIER COUNTY GMD - PEER REVIEW OF BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT than the blended County average, then capital fiscal surplus for parks would be higher than DPFG's calculations. Based on the adjustment to the achieved LOS discussed above, Jacobs finds that parks will be fiscally neutral, as opposed to DPFG's determination of parks as fiscally positive. Law Enforcement (Sheriff Department) Per the County's 2020 AUIR, the County's current achieved LOS for law enforcement is 1.77 officers per 1,000 peak population, and the adopted LOS is 1.84. Capital Impacts The capital needs for law enforcement were established using the case study approach. The law enforcement impact fee is intended to recover the cost of capital construction and expansion of law enforcement related facilities and assets. DPFG estimated impact fee revenue to be $1,101,000 and other capital revenues at $199,000. Based on discussions between DPFG and law enforcement officials, law enforcement officials indicated that a physical substation will likely be needed to service Brightshore Village. Capital costs are included to equip the required number of officers, amounting to a total of $900,000. The estimated revenues exceed the forecasted direct capital costs and result in a fiscal surplus in the amount of $400,000. This surplus will likely be expended on indirect capital costs and future law enforcement infrastructure needs. Therefore, the impact is neutral. Jacobs finds DPFG's determination of law enforcement as fiscally neutral to be reasonable. Emergency Medical Services Capital Impacts The capital needs for EMS were established using the case study approach. DPFG projects capital revenues of $271,000. According to EMS management, Brightshore will be served by EMS Station #10, located at 14756 Immokalee Road. EMS direct capital costs were estimated at $155,000, which is less than the projected impact fee and other capital revenues of $271,000, leaving about $116,000 for indirect capital needs. Jacobs finds DPFG's determination of emergency medical services as fiscally neutral to be reasonable Fire & Rescue Operating Impacts Because the current operating millage of the Big Corkscrew Island SDA is geared to much lower density development, Brightshore is currently projected to generate significant operating surpluses. The current millage rate and the projected tax base of Brightshore results in annual ad valorem revenues of $2,561,000. The annual operating expenses to serve Brightshore population, based on an average of the PAGE 11 OF 18 Packet Pg. 172 COLLIER COUNTY GMD - PEER REVIEW OF BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT 9.C.6 fire district's existing stations and population served, are $642,000. Thus, there is a projected significant operating fiscal surplus." Capital Impacts The capital needs for fire & rescue were established using the case study approach. Brightshore will generate total capital revenues of $910,000 for the North Collier Fire & Rescue District, with matching levels of capital costs. Jacobs finds DPFG's determination of fire & rescue as fiscally positive to be reasonable. Schools The analysis uses student generation rates (SGRs) as follows: • Condo, Duplex, Single -Family Attached: 0.11 • Single Family Detached < 4,000 Sq Ft: 0.34 The blended rate over these residential unit types is 0.283, which is comparable to similar blended or weighted SGRs used for other recent Florida developments. Operating Impacts Based on projections of school enrollment by type, as well as the operating revenue and cost impacts, the calculations estimating the fiscal impacts on the County School District indicate that Brightshore is fiscally neutral. DPFG estimates ad valorem local millage revenues at buildout of $2,497,000, with matching levels of operating expenditures. Capital Impacts The capital needs for schools were established using the case study approach. The analysis uses the current impact fee structure defined in the Collier County School Impact Fee Update Study, Final Report, dated July 23, 2015, to determine the appropriate application of the fees, and the revenues derived from fees. The fees are being phased -in in stages per Section 74-307 of the school impact fee ordinance. There are no impact fees levied on non-residential units, as these units do not contribute students to the school system. DPFG uses adopted residential impact fees as of February 8, 2018, as follows: • Multi -Family and Single Family Attached: $2,844.19 • Single Family Detached: $8,789.54 Revenues to pay for growth related capital expenditures are derived not only from impact fees on residential -only units, but also a capital outlay millage of 1.50 mills on both residential and non- residential units. As a result, the mix of residential and non-residential development will have an impact on the determination of fiscal neutrality. In this case, the revenue from the Brightshore development program is approximately equal to the anticipated capital outlays needed to serve the new development. "12 11 DPFG Report, Page 29 12 DPFG Report, page 31 PAGE 12 OF 18 Packet Pg. 173 9.C.6 COLLIER COUNTY GMD - PEER REVIEW OF BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Capital School Impact Improvement Revenue/Expense Fee Revenue Tax* Total School Capital Revenues: School Impact Fee Revenue $ 14,607,000 $ 14,607,000 School District Capital Tax Revenue 17,466,000 17,466,000 Total School Capital Revenues $ 14,607,000 $ 17,466,000 $ 32,073,000 Direct School Capital Expenditures: New Schools $ 23,448,000 New School Buses K-12 621,000 Direct School Capital Expenditures: $ 24,069,000 Other School Capital Expenditures: School Bus Replacement Cost $ 621,000 Other Direct School and/or Systemwide Capital Expenditures 7,383,000 Total School Capital Expenditures $ 32,073,000 * Consistent with 25-Year Credit Period in CCPS School Impact Fee Study. Cost per Facility Costs Students Student Total School Facility Cost: Elementary 257 $ 36,058 $ 9,283,000 Middle 125 42,266 5,277,000 High 184 48,381 8,888,000 Cost of New School Facilities 566 $ 41,428 $ 23,448,000 These estimates are conservative compared to August 2021 F.S. 1013.64(b) statutory cost caps of Elementary $24,338, Middle $26,282, and High $34,139 per student station.1113 Jacobs finds DPFG's determination of schools as fiscally neutral to be reasonable. Additional Public Service An additional public service that was evaluated by DPFG for fiscal neutrality was for correctional facilities. Jacobs categorizes this service type as additional service because they are not required by the minimum requirements defined in the Collier County LDC. While this additional public service is not a required element of the economic assessment, DPFG did include this service in their analysis. Correctional Facilities Capital Impacts The correctional facilities impact fee is intended to recover the cost of capital construction for jail facilities (both land and building) and related equipment. Impact fees are charged based on units for residential and square footage for non-residential. The County's current LOS was used to calculate the correctional facilities' capital costs. DPFG applied the impact fee study coefficients for population and employment to calculate functional population. This methodology considers demand from commercial 13 DPFG Report Page 25. PAGE 13 OF 18 Packet Pg. 174 9.C.6 COLLIER COUNTY GMD - PEER REVIEW OF BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT land uses. Combined revenues from impact fees and other capital revenues amount to $985,000 with comparable capital outlays. Jacobs finds DPFG-s determination of additional public service as fiscally neutral to be reasonable. Conclusions and Recommendations Through this independent analysis and peer review, Jacobs confirms the reasonableness of DPFG's analysis and in the project's fiscal neutrality, as defined. It is our opinion that the Applicant fulfilled the intent of the fiscal neutrality requirement and that the proposed Brightshore development is fiscally neutral, as defined, for Brightshore SRA for Collier County, the North Collier Fire & Rescue District, and the Collier County School District. It is important to recognize that fiscal neutrality relies on accurate projections — often 20 years or more into the future. A significant deviation from the development plan will require an adjustment or new analysis to capture changes to this fiscal neutrality determination, which may involve, for example, adjusting the mix of uses or other mechanisms that will impact the future revenue and expense streams. In addition, fiscal impact analysis is only one step in the development program and the County - Developer relationship framework. This fiscal impact analysis will be supplemented and augmented by several DCAs, MOUs, and/or interlocal agreements. Careful negotiation, execution, and administration of DCAs, MOUs, and/or interlocal agreements is required to ensure that the County continues to achieve its fiscal neutrality objectives. Based upon DPFG's analysis and this peer review of that analysis, Jacobs concurs that Brightshore Village SRA qualifies as fiscally neutral, as defined, with respect to County capital and operating impacts, subject to the approval of any companion Developer Contribution Agreement(s) that are being negotiated. The DPFG analysis, which in Jacobs' opinion is professionally prepared and thorough in its treatment of revenues and expenses, is accurate in its determination that the Brightshore Village development would meet the County's requirements for fiscal neutrality. PAGE 14 OF 18 Packet Pg. 175 9.C.6 APPENDIX A Sources and Assumptions Q U) c 0 r a� a c O N 00 F ti M N V E Q ATTACHMENT E-PEER REVIEW OF ECONOMIC ASSESSMENT 8-12-22.DOCX Packet Pg. 176 9.C.6 Q U) c 0 r a� a c O N 00 p ti M N V E Q ATTACHMENT E-PEER REVIEW OF ECONOMIC ASSESSMENT 8-12-22.DOCX Packet Pg. 177 . M --- - ..el Tab/Report Chart9.C.6 Collier county impact fee schedule Collier Country Residential (Residential) Impact Fees 2021 Impact Fee Schedule Checked Collier county impact fee schedule Collier County Commercial (commercial) Impact Fees 2021 Impact Fee Schedule Checked Collier County Commercial U) Land Use in Impact Fee Schedule Impact Fees 2018 Impact Fee Schedule Checked as Comm parks impact fees Impact fee schedule Comm impact fee rev Checked j Regional parks impact c Regional parks impact fees Impact fee schedule fee rev Checked y Road impact fees Impact fee schedule Road Impact fee rev Checked .r a� EMS impact fees Impact fee schedule EMS Impact fee rev Checked m Law enforce impact fee Law enforcement impact fees Impact fee schedule rev Checked Jail impact fees Impact fee schedule Jail impact fee rev Checked c Water impact fees Impact fee schedule Water Impact fees Checked Wastewater impact fees Impact fee schedule Wastewater impact fees Checked J Collier County Fiscal Year 2021 a Collier county millage rates Adopted Budget County Inputs Checked 0 2021 Unincorporated Country Peak r Seasonal Population Collier County 2020 AUIR County Inputs Checked a 2021 Collier County Permanent Population Collier County 2020 AUIR County Inputs Checked c 2019 Collier County Peak Tourist Collier County CVB Profile- N Population March 2021 County Inputs Checked coo FTE Conversion Factor IMPLAN County Inputs Checked N Collier County 2016 EMS Countywide Employment Impact fee update County Inputs Checked N N Shimberg Center for Housing N Studies - 2020 Final Tax Roll 00 .r County Homestead Exemption Year County Inputs Checked E Collier County Fiscal Year 2021 General Fund Rev N State Revenue Sharing Adopted Budget Demand Units Checked Collier County Fiscal Year 2021 General Fund Rev Q Ad Valorem Taxes Adopted Budget Demand Units Checked .2 E Board of County Commissioners c Collier County Fiscal Year 2021 Trans to 325 Stormwater Capital Fund Adopted Budget MSTU Exp Demand Units Checked i° c Residential Just+Taxable 3 Average Taxable Value per unit calculation Value Checked Residential Just+Taxable Total Taxable Value calculation Value Checked `m General Fund Grouping Revenues and Collier County Fiscal Year 2021 General Fund Grouping as a Sources-- General Fund Adopted Budget Matrix Checked w Net Buildings and Land Value per Sq. Law Enforcement Impact fee Ft study LAW Impact Cost per Res Checked Law Enforcement Impact fee Total Equipment Cost study LAW inventory Checked r Q Prop Share Law Enforce c Law enforcement level of service Collier County 2018 AUIR Capital Checked E Adopted LOS Collier County 2018 AUIR Prop Share CF capital Checked u- PAGE 17 OF 18 Packet Pg. 178 9.C.6 COLLIER COUNTY GMD - PEER REVIEW OF BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Correctional Facilities Impact Correctional facility impact fee LOS Fee Study CF Impact cost per Res Checked Correctional Facilities Impact Correctional facility net asset cost Fee Study CF Asset inventory Checked Residents per housing unit EMS impact fee study EMS Pop & Employ Checked Residential functional population coefficient calculation EMS Pop & Employ Checked Functional resident coefficient calculation EMS Funct Res Non-Resid Checked Revised Prop Share EMS Proportionate allocation Collier County 2018 AUIR Capital Checked Net Impact Fee per Functional Resident (per Tindale Oliver) EMS impact fee study EMS Impact Fee Schedule Checked Prop Share Region Parks Regional Park Adopted LOS Collier County 2020 AUIR Capital Checked Prop Share Comm Parks Community Park Adopted LOS Collier County 2020 AUIR Capital Checked Total Land & Facility cost per acre Parks Impact Fee Study Parks Impact Per Res Checked Fire Operating and Big Corkscrew Island SDA Millage Rate Resolution 19-022 Capital Checked Fire Impact Fee Coefficients EMS impact fee study Fire Impact Fee Rev Checked Total Facility cost per student based School Impact Fee Update on adopted LOS Standard Study Cost per Station Checked School Impact Fee Update Student generation rates Study School inputs Checked FY 2021 Millage Rates CCPS FY20 Final Budget Book School inputs Checked FY 2021 School FTE Enrollment CCPS FY20 Final Budget Book School inputs Checked PAGE 18 OF 18 Packet Pg. 179 9.C.7 BRIGHTSHORE VILLAGE PUBLIC FACILITIES IMPACT ASSESSMENT December 2021 (Revision #2) Solid Waste A solid waste assessment shall be prepared by the applicant as a component of an Impact Assessment Report that is submitted as part of an SRA Designation Application package. The assessment shall identify the means and methods for handling, transporting and disposal of all solid waste generated including but not limited to the collection, handling and disposal of recyclables and horticultural waste products. The applicant shall identify the location and remaining disposal capacity available at the disposal site. Brightshore Village is located within Collier County Solid Waste District 2 collection area. Collier County's exclusive franchisee contractor hauler, Waste Pro of Florida, inc., will collect solid waste and recycling generated within Brightshore Village. Recycled materials and horticultural waste will be collected from curbside containers through contract haulers. Residential solid waste, recyclables, and horticultural waste will be collected at the curb on a weekly basis. Any commercial developments within the Village will secure service from a licensed solid waste and recycling contractor that is permitted to work in Collier County. Construction debris will be collected and processed by a local business specializing in the recycling of construction products. Solid waste collected within Brightshore Village will be hauled to the Immokalee Solid Waste Transfer Station and from there transported to Waste Management's Okeechobee Landfill. According to the Collier County 2020 AUIR, there is existing landfill capacity for the next 29 years, or until 2049. If for any reason it is necessary, the Collier County Naples landfill is available and has sufficient capacity through 2041. Stormwater Manaeement A stormwater management impact assessment shall be prepared by the applicant as a component of an Impact Assessment Report that is submitted as a part of an SRA Designation Application Package. The stormwater management impact assessment shall, at a minimum, provide the following information: a. An exhibit showing the boundary of the proposed SRA including the following information: (1) The location of any WRA delineated within the SRA; No WRA areas are included within the Brightshore Village SRA area. There are WRA lands directly abutting the proposed Brightshore Village SRA boundary, but none are located within the proposed SRA boundary. Digitally signed by John C John C English Dattels2022.03.01 17:47:58 -05'00' John C. English, P.E. 1 1 P a g e FL Registration #56171 Peninsula Engineering Packet Pg. 180 Certificate of Authorization #28275 9.C.7 Reference attached exhibit "Brightshore Village Stormwater Assessment" (Peninsula Engineering Dwg File No. P-ABCP-009-002401). (2) A generalized representation of the existing stormwater flow patterns across the site including the location(s) of discharge from the site to the downstream receiving waters. The proposed SRA Village area is currently, and has been for a long time, a set of agricultural fields. The agricultural fields are surrounded by perimeter rim ditches and dikes. Surface water run-off is graded to drain into a system of internal ditches which convey run-off to the perimeter ditches. A system of throw -out pumps discharge stormwater from the perimeter ditch, across the perimeter dike, into the adjacent wetland (designated as WRA/HSA) on the west and north sides of the property. The adjacent wetland which receives stormwater discharges from the agricultural fields then discharges via overland sheetflow, primarily to the north (into CREW lands). Reference attached exhibit "Brightshore Village Stormwater Assessment" (Peninsula Engineering Dwg File No. P-ABCP-009-002401). (3) The land uses of adjoining properties and, if applicable, the locations of stormwater discharge into the site of the proposed SRA from the adjoining properties. The land uses surrounding the subject project are: • To the West— Individual tracts of land zoned as A -MHO. Immediately adjacent to the subject project is a County road, Redhawk Lane. These lands do not drain into the Brightshore Village SRA, which is isolated from surrounding lands by a perimeter dike and ditches, as described in the previous section. • To the South — Immokalee Road ROW is immediately adjacent to the subject project to its south Immokalee Road ROW drains into roadside ditches within the ROW, which then appears to discharge to the south. The Immokalee Road ROW does not drain into the Brightshore Village SRA, which is isolated from surrounding lands by a perimeter dike and ditches, as described in the previous section. • To the North and East — Immediately adjacent to the Brightshore Village SRA boundary are wetlands (designated as WRA/HSA), owned by the applicant. These wetlands drain via sheetflow primarily to the north, as mentioned in the previous sections. In summary, no surrounding properties drain into the Brightshore Village SRA. Reference attached exhibit "Brightshore Village Stormwater Assessment" (Peninsula Engineering Dwg File No. P-ABCP-009-002401). Packet Pg. 181 9.C.7 b. A narrative component to the report including the following information: (1) The name of the receiving water or, if applicable, FSA or WRA to which the stormwater discharge from the site will ultimately outfall; The proposed SRA Village area is currently, and has been for a long time, a set of agricultural fields. The agricultural fields are surrounded by perimeter rim ditches and dikes. Surface water run-off is graded to drain into a system of internal ditches which convey run-off to the perimeter ditches. A system of throw -out pumps discharge stormwater from the perimeter ditch, across the perimeter dike, into the adjacent wetland (designated as WRA/HSA) on the west and north sides of the property. The adjacent wetland which receives stormwater discharges from the agricultural fields, then discharges via overland sheetflow primarily to the north (into CREW lands). As the farmland is converted and developed into Brightshore Village, the subject project will continue to discharge into the adjacent wetland, which is designated by Collier County as WRA/HSA. According to Collier County Drainage Basin Mapping, the proposed Brightshore Village is located within the Cocohatchee River Canal Basin. Therefore, Brightshore Village stormwater discharges will continue to be to the adjacent WRA/HSA areas, which will drain via overland sheetflow into the Cocohatchee River Canal Basin, which ultimately discharges to the Gulf of Mexico. (2) The peak allowable discharge rate (in cfs/acre) allowed for the SRA per Collier County Ordinance 90-10 or its successor regulation; A SFWMD Environmental Resource Permit will be required, but has not yet been applied for. SFWMD will review the surface water management system design, which will include review and approval of the allowable discharge rate. It is anticipated that the peak allowable discharge rate applicable to this project, based on Collier County ord. 2017-19, will be 0.04 cfs/acre for the Cocohatchee River Canal Basin. (3) If applicable, a description of the provisions to be made to accept storm water flows from surrounding properties into, around, or through the constructed surface water management system of the proposed development; The land uses surrounding the subject project are: • To the West— Individual tracts of land zoned as A -MHO. Immediately adjacent to the subject project is a County road, Redhawk Lane. These lands do not drain into the subject property, which is isolated from surrounding lands by a perimeter dike and ditches, as described in the previous sections. • To the South — Immokalee Road ROW is immediately adjacent to the subject project to its south Immokalee Road ROW drains into roadside ditches within the ROW, which then appears to discharge to the south. The Immokalee Road ROW does not drain into the subject property, 3 1 P a g e Packet Pg. 182 9.C.7 which is isolated from surrounding lands by a perimeter dike and ditches, as described in the previous sections. • To the North and East — Immediately adjacent to the Brightshore Village SRA boundary are wetlands (designated as WRA/HSA), owned by the applicant. These wetlands drain via sheetflow primarily to the north, as mentioned in the previous sections. In summary, no surrounding properties drain into or through the Brightshore Village SRA. The surrounding wetlands do drain around the subject property, however the proposed SRA Boundary will not affect their ability to continue to convey sheetflow north and south. (4) The types of storm water detention areas to be constructed as part of the surface water management system of the proposed development and water quality treatment to be provided prior to discharge of the runoff from the site; and The proposed stormwater management system design for Brightshore Village is anticipated to consist primarily of wet detention areas (lakes). Commercial areas will also utilize dry detention pretreatment areas in accordance with SFWMD requirements. Discharges from the Brightshore Village water management system to the adjacent wetland (WRA/HSA areas) will occur only after required water quality volumes have been achieved, and will be by permitted control structures and facilities. It is anticipated that water quality and quantity treatment will occur within the on -site surface water management system. (5) If a WRA has been incorporated into the stormwater management system of an SRA, the report shall demonstrate compliance with provisions of Section 4.08.04A.4.b. As described in the previous section, it is currently anticipated that both water quality and water quantity treatment will occur within the on -site surface water management system. The actual design of the surface water management system will be subject to review and approval of SFWMD as a part of an Environmental Resource Permit application, and may therefore be subject to change to meet their requirements. Potable Water A potable water assessment shall be prepared by the applicant as a component of an Impact assessment Report that is submitted as part of an SRA Designation Application package. The assessment shall illustrate how the applicant will conform to either Florida Administrative Code for private and limited use water systems, or for Public Water Systems. In addition to the standard requirements of the analyses required above, the potable water assessment shall specifically consider, to the extent applicable, the disposal of waste products, if any, generated by the proposed treatment process. The applicant shall identify the sources of water proposed for potable water supply. 4 1 P a g e Packet Pg. 183 9.C.7 Potable water services for the Brightshore Village project will be provided by the Collier County Water and Sewer District (CCWSD). More specifically potable water service will be provided from the Collier County Northeast Regional Water Treatment Plant. At the time of Brightshore Village SRA application, there are no County water mains located at the perimeter of the project. Per our meeting with CCWSD staff, the County is currently undergoing a water main extension that will bring a potable water main to the project perimeter with adequate capacity to meet the potable water demands and fire flow requirements of the project. According to CCWSD staff, this water main extension should be operational by August 2023. CCWSD staff also indicated that they will request that the applicant provide 5 acres for CCWSD to construct a ground storage tank (GST), either on -site or off -site in the vicinity of the project, to provide for system redundancy at some point in the future. According to CCWSD staff, this potable water impact assessment should utilize the County's LOS standard for the Northeast Collier County Regional Water Treatment Plant based on residential population only, and therefore will not consider demands on the basis of non-residential uses. For the purposes of calculating residential demands, we include both residential units and ALF/ILF/CCRC units. The two rates to be considered for potable water are Average Daily Demand (ADD) and Max Day Demand (MDD). The potable water LOS standard to be utilized is 130 GPD/Person (residential units) for ADD, which was provided by Collier County Utilities. MDD is calculated by using a factor of 1.30 (MDD = ADDx1.30). For the purposes of calculating ADD for Brightshore Village, we will utilize a commonly used assumption of 2.5 persons per residential unit (for both single and multi -family units). Therefore, potable water demands for Brightshore Village are calculated as: ADD = 2,000 residential units x 2.5 persons/residential unit x 130 GPD/person = 0.65 MGD 300 ALF/ILF/CCRC units x 2 persons/unit x 130 GPD/person = 0.078 MGD Total ADD = 0.73 MGD MDD = ADD x 1.30 = 728,000 GPD x 1.30 = 0.95 MGD Irrigation Water It is anticipated that irrigation quality (IQ) water supply for the Brightshore Village project will be provided by the Collier County Water and Sewer District (CCWSD). More specifically IQ water service will be provided from the Collier County Northeast Water Reclamation Facility. At the time of Brightshore Village SRA application, there are no County IQ water mains located at the perimeter of the project. Per our meeting with CCWSD staff, the County is currently undergoing an IQ water main extension that will bring an IQ water main to the project perimeter with adequate capacity to provide IQ water supply to meet the irrigation needs of the project, at guaranteed minimum pressure of 60 psi. According to CCWSD staff, this IQ water main extension should be operational by August Packet Pg. 184 9.C.7 2023. Brightshore Village SRA reserves the right to obtain a SFWMD Water Use Permit to provide its own irrigation water supply on -site in the event that CCWSD cannot meet the project's irrigation needs. Using the Blaney-Criddle Method, the irrigation demands for Brightshore Village are estimated at: Annual Irrigation Water Demand = 296.28 MG Max Month Irrigation Water Demand = 37.26 MG Wastewater A wastewater assessment shall be prepared by the applicant as a component of an Impact Assessment Report that is submitted as part of an SRA Designation Application package. The assessment shall illustrate how the applicant will conform to either Standards for Onsite Sewage Treatment and Disposal Systems, contained in Florida Administrative Code for systems having a capacity not exceeding 10,000 gallons per day or for wastewater treatment systems having a capacity greater than 10,000 gallons per day. In addition to the standard requirements of the analyses required above, the wastewater assessment shall specifically consider, to the extent applicable, the disposal of waste products generated by the proposed treatment process. Wastewater services for the Brightshore Village project will be provided by the Collier County Water and Sewer District (CCWSD). More specifically wastewater service will be provided by the Collier County Northeast Water Reclamation Facility. At the time of Brightshore Village SRA application, there are no County wastewater force mains located at the perimeter of the project. Per our meeting with CCWSD staff, the County is currently undergoing a wastewater force main extension that will bring a wastewater force main to the project perimeter with adequate capacity to convey wastewater flows generated by the project to the NE Water Reclamation Facility. According to CCWSD staff, the applicant will be required to install a master wastewater pump station to pump Brightshore Village wastewater into the County force main. According to CCWSD staff, this wastewater impact assessment should utilize the County's LOS standard for the NE County Water Reclamation Facility based on residential population only, and therefore will not consider flows on the basis of non-residential uses. For the purposes of calculating residential flows, we include both residential units and ALF/ILF/CCRC units. The two rates to be considered for wastewater are Average Daily Flow (ADF) and Monthly Average Day Flow (MADF). The wastewater LOS standard to be utilized is 90 GPD/Person for ADF, which was provided by Collier County Utilities. MDF is calculated by using a factor of 1.21 (MADF = ADFx1.21). For the purposes of calculating ADF for Brightshore Village, we will utilize a commonly used assumption of 2.5 persons per residential unit (for both single and multi -family units). 6 1 P a g e Packet Pg. 185 9.C.7 Therefore, wastewater flows for Brightshore Village are calculated as: ADF = 2,000 residential units x 2.5 persons/residential unit x 90 GPD/person = 0.45 MGD 300 ALF/ILF/CCRC units x 2 persons/unit x 90 GPD/person = 0.054 MGD Total ADF = 0.50 MGD MADF = ADF x 1.21 = 504,000 GPD x 1.21 = 0.61 MGD School Concurrency The projected enrollment of Brightshore Village on the Collier County Public Schools is shown in the table below. The student generation rates (SGR) in the 2015 School Impact Fee Update, the most recent data available, were used to calculate enrollment. Residential Unit Type Units SGR Projected Students Total MFD, Condo, Duplex, Single -Family Attached 500 0.11 55 Total Single -Family Detached < 4,000 sf 1,500 0.34 510 Total Residential 2,000 565 Source: Collier County School District, Collier Enterprises, DPFG, 2019 According to the School District, at this time there is existing or planned capacity within the next five years at the elementary, middle and high school levels. Per conversation with Collier County Public Schools staff, no additional school sites within Brightshore Village SRA are necessary. At the time of site plan or plat, the development will be reviewed to ensure there is capacity either within the concurrency service area the development is located within or adjacent concurrency service areas. Fire and EMS The proposed Brightshore Village is within the service area of North Collier Fire Control and Rescue District Station 12. Please see requested maps depicting the subject site and existing North Collier Fire Control and Rescue District and Collier County EMS stations, which illustrates travel routes from those locations to the subject site. Transportation Impacts See attached the attached Traffic Analysis for transportation impacts. Packet Pg. 186 J 9.C.7 I CREW LANDS TO COCOHATCHEE RIVER CANAL GENERALIZED SURFACE WATER FLOW DIRECTION (TYP) SRA BOUNDARY PEN INSUL"A' ENGINEERINGA CIVILENGINEERING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CONSULTING LANDPLANNING SITE PLANNING - CONSTRUCTION MANAGEMENT OWNER REPRESENTATIVE 2600 Golden Gate Parkway Naples, Florida 34105 Phnne: 239.403.6700 Fax: 239.261.1797 Email: into®aen-enz.com WeW.; www.aen-enc.com PROJECT: BRIGHTSHORE VILLAGE TITLE: STORM WATER MANAGEMENT IMPACT ASSESSMENT - EXISTING CONDITIONS O W N E R/CLI ENT/CONSULTANT: HOGAN FARMS, LLC SEC: 17-20 TWPA7 RGE: C Designed by: JOHN ENGLISH, R Drawn by: JASON LIGH- � Date: SEPTEMBER. d Drawing Scale: 1" = 2 Project Number: P-ABCP-009---- File Number: P-ABCP-009-002-X01-1 sheet N Packet Pg. 887 9.C.7 CREW LANDS TO COCOHATCHEE RIVER CANAL n. ;ems �1� . n, GENERALIZED SURFACE WATER FLOW DIRECTION (TYP) SRA BOUNDARY PENINSULA.. ENGINEERINGA CIVILENGINEERING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CONSULTING LANDPLANNING SITE PLANNING - CONSTRUCTION MANAGEMENT OWNER REPRESENTATIVE 2600 Golden Gate Parkway Naples, Florida 34105 Phnne: 239.403.6700 Fax: 239.261.1797 Email: into®aen-enz.com WeW.; www.aen-enc.com PROJECT: BRIGHTSHORE VILLAGE TITLE: STORM WATER MANAGEMENT IMPACT ASSESSMENT - PROPOSED DEVELOPMENT f 1 (DESIGNATED) WRA/HSA/FSA) WRA O W N E R/CLI ENT/CONSULTANT: HOGAN FARMS, LLC SEC: 17-20 TWPA7 RGE: i Designed by: JOHN ENGLISH, R Drawn by: JASON LIGH- � Date: SEPTEMBER. d Drawing Scale: 1" = 2 Project Number: P-ABCP-009---- File Number: P-ABCP-009-002-X01-2 Sheet N Packet Pg. 188 9.C.8 Neighborhood Meeting Summary Brightshore Village SRA (PL-20210001067) April 27, 2022, 5:30 PM Collier County UFAFAS Extension 14700 Immokalee Road, Multi -Purpose Room Naples, FL 34120 The NIM was held for the above referenced petition. The petition is described as follows: SRA-PL-20210001067 - A petition to establish a Stewardship Receiving Area (SRA) in the form of a Village. Brightshore Village Stewardship Receiving Area (SRA) is located in eastern Collier County in portions of Sections 18 and 19, Township 47 South, and Range 28 East. Brightshore Village SRA ("Village") contains a total of 681.5± acres. The Village is located north of Immokalee Road, northeast of the intersection of Red Hawk Lane and Immokalee Road. The SRA allows for a maximum of 2,000 dwelling units (2.935 dwelling units per gross acre); a minimum of 106,000 square feet, with a maximum 120,000 square feet, of retail and office uses; and a minimum of 20,000 square feet of civic, government, and institutional uses. Note: This is a summary of the NIM. An audio recording is also provided. Property Owner: Hogan Farms, LLC Applicant: Barron Collier Companies Attendees on Behalf of the Applicant: Richard Yovanovich, Esq., Coleman, Yovanovich & Koester, P.A. Bob Mulhere, FAICP, Hole Montes, Inc. Ellen Summers, AICP, Hole Montes, Inc. Norman Trebilcock, AICP, PTOE, PE, Trebilcock Consulting Solutions, PA John English, PE, LEED, AP, Peninsula Engineering Chris Scott, AICP, Peninsula Engineering Bruce Layman, PWS, Peninsula Engineering There were no members of public physically in attendance, and one member of the public in attendance via Zoom. Mr. Mulhere started the presentation by introducing himself and the other consultants. He then provided a brief history and overview of the project. Following Mr. Mulhere's presentation there was one question from the Zoom participant, related to an adjacent Fire Station. The meeting concluded at approximately 5:45 PM. Page 1 of 1 H:\2021\2021029\SRA\Initial\NIM\NIM Summary (5-2-2022).docx Packet Pg. 189 9.C.10 GundlachNancy From: Kiryn Sanchez <kiryn13@gmail.com> Sent: Tuesday, December 6, 2022 9:26 PM To: GundlachNancy; SawyerMichael; BobMulhere@hmeng.com Subject: Brightshore Village Attachments: CINA resolution to commissioners for Brightshore Village 10.18.2022.pdf; CINA and villages map.pdf EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Good evening Ms. Gundlach, Mr. Sawyer, and Mr. Mulhere, I wanted to let you know that I have sent the below message and attachments to the Commissioners ahead of the meeting next week to reiterate our concerns about the traffic effects of Brightshore on our neighborhood. We will also have a representative at the meeting. Thank you, Kiryn Sanchez Secretary Corkscrew Island Neighborhood Association 239-877-3070 kiryn13 gmail.com ---------- Forwarded message --------- From: Kiryn Sanchez <kirynl3@gmail.com> Date: Tue, Dec 6, 2022 at 9:14 PM Subject: Brightshore Village To: Good evening Commissioner, I am writing on behalf of the Corkscrew Island Neighborhood Association (CINA), of which I am the Secretary. Our service area is some six square miles along Immokalee Road, adjacent to both the Brightshore and Immokalee Road Rural Villages. (See attached map for reference.) Although we previously reached out to you with these concerns prior to the Planning Commission review of Brightshore, we are following up ahead of the BOCC meeting next week when you will consider the proposal of Brightshore for approval. We have concerns which are expressed in the attached resolution, which, like all actions of our association, was passed by the members and not just our administrative board. Since passing our resolution, and since we last contacted you, we have learned about the requirements of the exaction law, so the words "no expense" in the resolution should be read as "appropriate expense." Our concern is the effect Brightshore will have on traffic on Immokalee Road in our area. Brightshore itself estimates that traffic will double. That will in turn cause significant increases in noise and tension at intersections and conversely will lessen safety, which is our primary concern. Packet Pg. 190 9.C.10 Accordingly, we ask that you consider our attached suggestions for incorporation into your final approval of the Brightshore project. Respectfully submitted, Kiryn Sanchez Secretary Corkscrew Island Neighborhood Association 239-877-3070 kiryn13()amail. com Packet Pg. 191 9.C.10 Corkscrew, Island Neighborhood Association RESOLUTION October 18, 2022 WHEREAS -- Brightshore Village is required to be fiscally neutral or positive to Collier County (GMP Policy 4.18). -- Brightshore Village's proposed road plan connects their development to Red Hawk Ln, a private road located within the boundary of the Corkscrew Island Neighborhood Association (CINA), thereby impacting the intersection of Red Hawk Ln and Immokalee Rd. -- The Red Hawk Ln intersection is also an entrance for the proposed Immokalee Road Rural Village (IRRV). -- Brightshore Village is expected to increase peak -hour traffic volume on Immokalee Rd through the CINA neighborhood by an amount equivalent to the current traffic level, which results in a traffic count that exceeds the Level of Service on this 2-lane, 55-mph highway that includes 7 intersections for CINA roads. THEREFORE BE IT RESOLVED THAT CINA requests Commissioners to require Brightshore Village to revise their commitment to recognize that a study at the Red Hawk/Immokalee Rd intersection is warranted, and that developers of Brightshore Village will share expenses with IRRV for study, design, and construction of intersection improvements, at no expense to the County or adjacent property owners, with appropriate deadlines. CINA requests Commissioners to require Brightshore Village to improve turn lanes on Immokalee Rd at Friendship Ln and Lilac Ln. I certify that the above Resolution was duly adopted by the Association at its meeting on October 18, 2022. Kiryn Sanchez Secretary Corkscrew Island Neighborhood Association Packet Pg. 192 9.C.10 w Z D 0 9.C.10 GundlachNancy From: Kiryn Sanchez <kiryn13@gmail.com> Sent: Wednesday, October 19, 2022 9:54 AM To: GundlachNancy Subject: Brightshore Village Attachments: CINA resolution to commissioners for Brightshore Village 10.18.2022.pdf; CINA road map 6.11.2022.pdf Follow Up Flag: Follow up Flag Status: Flagged FXTFPNAI rM: II - This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Good morning Ms. Gundlach, I am writing on behalf of the Corkscrew Island Neighborhood Association (CINA). CINA represents property owners and residents in an approximately 6 square mile area in northeastern Collier County (see attached map). We have been closely following the Brightshore Village applications with the County and have adopted the attached Resolution to express our concerns regarding the traffic impact Brightshore will have on the CINA neighborhood. We have forwarded this information to the members of the Planning Commission and the County Commissioners, but wanted to share with you as well. We appreciate your time to review, and hope you will support the CCPC and BOCC in their efforts to assist us in these matters. Sincerely, Kiryn Sanchez Secretary Corkscrew Island Neighborhood Association 239-877-3070 kirynl3(cD-gmail.com Packet Pg. 194 9.C.10 Corkscrew Islaud Neighborhood Associatiou RESOLUTION October 18, 2022 WHEREAS -- Brightshore Village is required to be fiscally neutral or positive to Collier County (GNIP Policy 4.18). -- Brightshore Village's proposed road plan connects their development to Red Hawk Ln, a private road located within the boundary of the Corkscrew Island Neighborhood Association (CINA), thereby impacting the intersection of Red Hawk Ln and Immokalee Rd. -- The Red Hawk Ln intersection is also an entrance for the proposed Immokalee Road Rural Village (IRRV). -- Brightshore Village is expected to increase peak -hour traffic volume on Immokalee Rd through the CINA neighborhood by an amount equivalent to the current traffic level, which results in a traffic count that exceeds the Level of Service on this 2-lane, 55-mph highway that includes 7 intersections for CINA roads. THEREFORE BE IT RESOLVED THAT CINA requests Commissioners to require Brightshore Village to revise their commitment to recognize that a study at the Red Hawk/Immokalee Rd intersection is warranted, and that developers of Brightshore Village will share expenses with IRRV for study, design, and construction of intersection improvements, at no expense to the County or adjacent property owners, with appropriate deadlines. CINA requests Commissioners to require Brightshore Village to improve turn lanes on Immokalee Rd at Friendship Ln and Lilac Ln. I certify that the above Resolution was duly adopted by the Association at its meeting on October 18, 2022. Kiryn Sanchez Secretary Corkscrew Island Neighborhood Association Packet Pg. 195 9.C.10 m tw v Q QC C m pa ulImeypaH L a o � v o0 cc a cc o�c V)i m ul :)elil U U c N Y O E p 0 es pipuenjaue L 0 O�c c t � a � G o. c C f0 � a Y E J q ul diysplopi L Im a � m a ul aelil ul umej 5 c 3 fL0 m LL a ul maa:)sNao: -o C L 4 Packet Pg. 196 L- - • l - - AT IMFTU ti � 4 .tom•♦ ✓`� �,tNy w- a♦�• S,'.MK',,4 ,.': ?ICE,` �'�':•r,bl��•k�'L�i•5�."+�'L?^�.,{�,ii�A v} '�� ,,,;.`. ;f e` r 4 ~ ,l � �" t ' � 1r ~E•.�' • i I,�?C�. :' }�.' O� "C�1�♦ h} `t•!�! �� L f� 4 5 l . f�•..y,�, ti � ` ^ • I �_}�' y�, d�►-. -r'r -� _ pr ! L .� ,'�' :$S{ t,) �f 4�1 ,`� !.:� , � L.t'�{•"r •��'�1t+�"�'►..�ti��' "' Y,�,�,T 1'�� � }� ��' +.y� � .�,�,}�;�.,.., • �j � Y�.ti 1. � ;�� y, •�' .� ..�tr Y h t q„ 11' �,��� �� � ^if'. � t'Y' \ � .� .�-• ����. �� ,J'� �.y ,�,��� � I' a�. y ,„�,. 7, 1 �P. � �•J �•` 1��� ;�'�'' �s �k�aP •^���,"�Y,,. � 1 �+s ^'+ • � 43„*�. � 7'►::i ��. � '�l'�, �' ,T-- r "S' ,>t.•.y� Z�;�' r.t�"1 ')� t�-}'�pin ` �?a, t.� ♦.,♦t:' + �,�, �_ 11 t•,. `X-r.. .L ♦� �'��. t` .5� �� t � .� :�l. - � j.;�j'r�7, ..� �t'1�y i.; � � t+�,,,; r �. . ..,t f� Y # i�7,.►'y�` ".ir��� � ~ ,`fir \t ~��iF.'l� - .�x .Y a�.`��.. %.1�,.{R� � 7 � , Y �` �'. C�, �:'tl "`�4ti '/ � 'ti! '•!, 1 t '�` <Y' ��' ��t.�,_K_~ ► ��� 7 -,y,. "`'t, u., j '.ti.` °� �<it � •�r,}� f .*�1. >: 'ice ,�,,. •'S iL4y,y �/:^ ''� ! .�'� :N ; N 1•Aif • lr "�fj4c J, q ���i•I�` °�� -'';` `� . .3 t •��. . �f t.�' - V.`'�v k11•A"t �t �YI�r `� t 1 `S 1 u• AI�ry="�F C, eu �X�,•i/ icy.. 1 3 �. `, •C` `1�C` v .. ` � "y .. k l," .. L�.'l:.i� � q ,�.. yj� �s.. • is Y*PUBLIC HEARING NOTICE Collier County overnment Center William H. Turner Building, Third Floor PETITION NO. PL-20210001067 Etc 3299 Tamiami Trail East, Naples, FL 34112 t•• ! �• .. �-� �:: 1. �.' _•�G t:...............yt 0- Mr.. . k'�C. r t It IC HEARING NOTI E PUBL PETITION NO. PL-20210001067 • Collierovernment Center i,. William H. Turner Building, Third Floor Tamiami Trail East, Naples, FL 34112 3299 NANCY GUNDLACH, AICP, PRINCIPAL PLANNER -2484 239-252 ti. s i� l��, � a � 1 � �,� •t i �� ,. y J\, j � ` t ,1.L ,7: i+: y: / �; �� r• � � - S ' `Y � t � r / t. 1 t ♦ - a • � i\\ � _ -Y J '.Ys t 7. K y - _ ' �t�•�• / � � s - .mow ' a`r j• 1p"s ! .`A} �it 1/ tl ` lit - � �� . Ct,�p�,•``ti��'' it. � �,' "4 �• i 7J': •.^�� R'V; ti.' .'i!. w :~ 4VN 1 r •, • ' . .� ` w / v .S••. J \ , t ' `' '!\ \ �r •� ' �`� �. C tK.• ♦ / � iY:S "�,.'� �� .F}' "` yL ' r �^Fr �/ � x!•..s � r . a -�.� eta. `•t -„ ;.._.,4 �t"•N.'y� �\tt i- � i; �~ -i� t�y F:j* t. t,. r S1•. t Y i-sr)�y7:rr :+�• x: 7��s j �, y • : a � ` /ily� i4 tst r'. .. 1 { I '�ifSl�-'�'F" 1"Yi • a. ~"'a) ,• /yj, ?� I `! tt- •C"t \...,.a( `�,t !,� yi1.•r >J `/yy�� a •t. Ir ,� ; 4; � • 'Q�•..�u-,� �!' . t' `^ '� 1�� �r -'."� :'ti'V l.,y •,'•/ `� � i yam'• .. � _, y'_ y - p � � 'tc"`�(- .�,.•�• -:�•t- � ^?#. a _; ,. y�,3 .'� I-.+y � � t ^fir � • �., �, � • ; ;'. � �, .GG. 1i�c ` n y`',``" r /��4is}.'��•n r✓ S S• t 4 .a��:;�~.7��� .�3 r• .'r ie• � � - �- 't S�y n1��.^� .t+T,�f��. `i� .t' '`. •��.�/��/'- JIB' - �? "w �' �^ 5.uc•-.,..%it' -..y ,�,� f'�� �c�"'f�• •r t 'a� r �.. Gt" is ,� a+tG' '� � -:a •j' • • � � • , � - �5�1 1 ..n. _% a_ '•w•'S' ..1~.S.V•-_{ iAf �• .. `1i:•l+J:...s4+�'� iVl. lY;.�'E'.. �. • 1 C t �;' �� +' tip•• ;: \ �'\:, t► i _ �r �, .. ..Y,� - _,� 'Ki9 ' �'r • � `C ;r .•yy� r• ' 4.. fit, l r ����yl� r•''1 qJy,�., .� �. o�y'1� ti •%1; w.•Fnr1 ` :.`y ,, ,�1 •,fit J.• .'. • . 1, ., -,• • �. �� fi�. rV �Ri�'p'E+. �...:' :i►. ��`.7R� v il. �1 M •r -+c'. •. ' •- •' ... �r l r��LhL.t�''w.i''�y1r', ��` f ' r4laL �� +/:s"'f cr"�yi� �/ ,IY• � /Y. r'•� � "f; ; • ��. I t ti - t , ..�"`\�JA1f=��? 'r:•u� +ram t � �,�Il� � N ^�.. •y. � . I. - MM 'A Ir `0 0_ a t' • + ,,.•y'� `�. � r�` t � � [.dye • • � �• ,�5' '` •� � � . ' r 4n .I.I ft�tq� r � _ -f • • • • • � � ;�. •t• aye_. i�•�y`..�, _ a� y ri.' . ft a , l i . .•ID +• �':v y� •:J1 _ -c ' .. / � ��'.� G .' � - 1. I � � • t• ;i •� Ste' - _ _ \ - " r �... �•r; - • � �,•�r � �r'b, Ili 1 .. � ..t :. t ��. �z __, � � ,�� �:. ` Y\ � L ll� � ;., �' ^ „� � -,�� .. � `f•f r �'r�~ it �• • '4 , �`' . .. �:;_ 4' �.� P.•ir r �• - � - - ' �� � ji • 1 � /...�;� I r try. ' �. Y � ri ,y � o '�1ar..1 • � . 1 � t y `' � � UW 01 we Jill � ; Y: `� _ •-`-^ ! `� �• �. ���. :: is 4, �- - rr J ��� � . ;y � - ..a•. ' j- . '' ' � � � Y :'�i �pti, 4.4 " F1hAl 16. 12 Jill ti -T �y - � 4 �. is i, l � ' . !1 4 y, 1' " ? �i 1 r .. y. � ;•-+ � . y *s•� r % _ B-26', 8A I MONDAY, NOVEMBER 21, 2022 1 NAPLES DAILY NEWS 9.C.12 NOTICE OF PUBLIC HEARING Notice is hereby given that a public hearing will be held by the Collier County Board of County Commissioners (BCC) at 9:00 A.M. on December 13, 2022, in the Board of County Commissioners Meeting Room, Third Floor, Collier Government Center, 3299 Tamiami Trail East, Naples, FL to consider: . A RESOLUTION OF THE COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS DESIGNATING 681.5 ACRES WITHIN THE RURAL LANDS STEWARDSHIP AREA ZONING OVERLAY DISTRICT AS A STEWARDSHIP RECEIVING AREA, TO BE KNOWN AS THE BRIGHTSHORE VILLAGE STEWARDSHIP RECEIVING AREA, WHICH WILL ALLOW DEVELOPMENT OF A MAXIMUM OF 2,0D0 RESIDENTIAL DWELLING UNITS, OF WHICH A MINIMUM OF 10% WILL BE MULTI -FAMILY DWELLING UNITS, A MINIMUM OF 10% WILL BE SINGLE FAMILY DETACHED, AND A MINIMUM OF 10% WILL BE SINGLE FAMILY ATTACHED OR VILLA; A MINIMUM OF 106,000 AND A MAXIMUM OF 120,000 SQUARE FEET OF COMMERCIAL DEVELOPMENT IN THE VILLAGE CENTER CONTEXT ZONE; A MAXIMUM OF 100,000 SQUARE FEET OF INDOOR SELF STORAGE IN THE VILLAGE CENTER CONTEXT ZONE; A MINIMUM OF 20,000 SQUARE FEET OF CIVIC, GOVERNMENTAL AND INSTITUTIONAL USES IN THE VILLAGE CENTER CONTEXT ZONE; SENIOR HOUSING INCLUDING ASSISTED LIVING FACILITIES AND CONTINUING CARE RETIREMENT COMMUNITIES LIMITED TO 300 UNITS IN THE SRA; AND NO COMMERCIAL USES IN THE NEIGHBORHOOD GENERAL CONTEXT ZONE; AND 15 ACRES OF AMENITY CENTER SITES; ALL SUBJECT TO A MAXIMUM PM PEAK HOUR TRIP CAP; AND APPROVING THE STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT FOR BRIGHTSHORE VILLAGE STEWARDSHIP RECEIVING AREA AND ESTABLISHING THAT 5198.4 STEWARDSHIP CREDITS ARE BEING UTILIZED BY THE DESIGNATION OF THE BRIGHTSHORE VILLAGE STEWARDSHIP RECEIVING AREA, THE SUBJECT PROPERTY IS LOCATED NORTH OF IMMOKALEE ROAD, NORTHEAST OF THE INTERSECTION OF RED HAWK LANE AND iMMOKALEE ROAD IN SECTIONS 18 AND 19, TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA. (PL20210001067) A copy of the proposed Resolution is on file with the Clerk to the Board and is available for inspection. All interested parties are invited to attend and be heard. NOTE: All persons wishing to speak on any agenda item must register with the County Manager prior to presentation of the agenda item to be addressed. Individual speakers will be limited to three (3) minutes on any item. The selection of any individual to speak on behalf of an organization or group is encouraged. If recognized by the Chairman, a spokesperson for a group or organization may be allotted ten (10) minutes to speak on an item. Persons wishing to have written or graphic materials included in the Board agenda packets must submit said material a minimum of three (3) weeks prior to the respective public hearing. In any case, written materials intended to be considered by the Board shall be submitted to the appropriate County staff a minimum of seven (7) days prior to the public hearing. All materials used in presentations before the Board will become a permanent part of the record. As part of an ongoing initiative to encourage public involvement, the public will have the opportunity to provide public comments remotely, as well as in person, during this proceeding. Individuals who would like to participate remotely should register through the link provided within the specific event/meeting entry on the Calendar of Events on the County website at www.colliercountyfl.gov/our-county/visitors/calendar-of-events after the agenda is posted on the County website. Registration should be done in advance of the public meeting, or any deadline specified within the public meeting notice. Individuals who register will receive an email in advance of the public hearing detailing how they can participate remotely in this meeting. Remote participation is provided as a courtesy and is at the user's risk. The County is not responsible for technical issues. For additional information about the meeting, please call Geoffrey Willig at (239) 252-8369 or email to Geoffrey. Willig@colliercountyfl.gov. Any person who decides to appeal any decision of the Board will need a record of the proceedings pertaining thereto and therefore, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is based. If you are a person with a disability who needs any accommodation in order to participate in this proceeding, you are entitled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Facilities Management Division, located at 3335 Tamiami Trail East, Suite 101, Naples, FL 34112-5356, (239) 252-8380, at least two (2) days prior to the meeting. Assisted listening devices for the hearing impaired are available in the Board of County Commissioners Office. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA WILLIAM L. MCDANIEL, JR., CHAIRMAN CRYSTAL K. KINZEL, CLERK OF THE CIRCUIT COURT & COMPTROLLER By: /s/ Merlin Forgue, Deputy Clerk (SEAL) Q Cn c O a_. r O a c O N 00 to I'- m 00 to r` M N 0 �a c O �a Packet Pg. 202 1 RESOLUTION NO.2022- A RESOLUTION OF THE COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS DESIGNATING 681.5 ACRES WITHIN THE RURAL LANDS STEWARDSHIP AREA ZONING OVERLAY DISTRICT AS A STEWARDSHIP RECEIVING AREA, TO BE KNOWN AS THE BRIGHTSHORE VILLAGE STEWARDSHIP RECEIVING AREA, WHICH WILL ALLOW DEVELOPMENT OF A MAXIMUM OF 2,000 RESIDENTIAL DWELLING UNITS, OF WHICH A MINIMUM OF 10% WILL BE MULTI- FAMILY DWELLING UNITS, A MINIMUM OF 10% WILL BE SINGLE FAMILY DETACHED, AND A MINIMUM OF 10% WILL BE SINGLE FAMILY ATTACHED OR VILLA; A MINIMUM OF 106,000 AND A MAXIMUM OF 120,000 SQUARE FEET OF COMMERCIAL DEVELOPMENT IN THE VILLAGE CENTER CONTEXT ZONE; A MAXIMUM OF 100,000 SQUARE FEET OF INDOOR SELF STORAGE IN THE VILLAGE CENTER CONTEXT ZONE; A MINIMUM OF 20,000 SQUARE FEET OF CIVIC, GOVERNMENTAL AND INSTITUTIONAL USES IN THE VILLAGE CENTER CONTEXT ZONE; SENIOR HOUSING INCLUDING ASSISTED LIVING FACILITIES AND CONTINUING CARE RETIREMENT COMMUNITIES LIMITED TO 300 UNITS IN THE SRA; AND NO COMMERCIAL USES IN THE NEIGHBORHOOD GENERAL CONTEXT ZONE; AND 15 ACRES OF AMENITY CENTER SITES; ALL SUBJECT TO A MAXIMUM PM PEAK HOUR TRIP CAP; AND APPROVING THE STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT FOR BRIGHTSHORE VILLAGE STEWARDSHIP RECEIVING AREA AND ESTABLISHING THAT 5198.4 STEWARDSHIP CREDITS ARE BEING UTILIZED BY THE DESIGNATION OF THE BRIGHTSHORE VILLAGE STEWARDSHIP RECEIVING AREA. THE SUBJECT PROPERTY IS LOCATED NORTH OF IMMOKALEE ROAD, NORTHEAST OF THE INTERSECTION OF RED HAWK LANE AND IMMOKALEE ROAD IN SECTIONS 18 AND 19, TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA. [PL20210001067] WHEREAS, Hogan Farms, LLC ("Applicant") has applied for Stewardship Receiving Area designation pursuant to Section 4.08.07 of the Collier County Land Development Code [21-CPS-0215 6/ 1756290/1 ]234 Brightshore Village / PL20210001067 11/29/2022 Page 1 of 3 ("LDC") for the Brightshore Village Stewardship Receiving Area (herein referred to as "Brightshore Village SRA"), which is six hundred eighty-one and five -tenths (681.5) acres in size; and WHEREAS, Collier County staff and the Collier County Planning Commission have reviewed the SRA Designation Application ("Application"), along with all support documentation and information required by LDC Section. 4.08.07, and determined that the application is consistent with the Rural Lands Stewardship Area Zoning Overlay District, and requirements of Section 4.08.07 of the LDC, specifically the suitability criteria of Section 4.08.07 of the LDC; and WHEREAS, Hogan Farms, LLC has demonstrated its ownership of the necessary Stewardship Sending Area ("SSA") Stewardship Credits to be utilized by the Brightshore Village SRA by its approved SSA Credit and Easement Agreements; and WHEREAS, Applicant seeks to utilize 5198.4 Stewardship Credits generated from the Board's designation of SSA 6, leaving some SSA 6 Stewardship Credits unused, to entitle designation of the Brightshore Village SRA. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA that: The Board hereby approves and designates as the Brightshore Village SRA six hundred eighty-one and five -tenths (681.5) acres described in the legal description attached as Exhibit "A", subject to the requirements of the Brightshore Village SRA Development Document and the Brightshore Village SRA Master Plan both attached hereto as Exhibit "B". 2. The Board hereby approves the Stewardship Receiving Area Credit Agreement, a copy of which is attached hereto as Exhibit "C", requiring Applicant and Owners to transfer and assign- five thousand one hundred ninety-eight and four -tenths (5198.4) Stewardship Credits to Collier County. 3. The Board hereby approves the number of dwelling units, gross leaseable square footage of retail and office uses, and the other land uses described in the Brightshore Village SRA Development Document and depicted on the Brightshore Village SRA Master Plan. 4. There are three companion items related to this Resolution. They are (1) an Ordinance establishing a Community Development District for Brightshore Village adopted by Ordinance No. 2022- ; (2) a Developer Agreement relating to transportation issues for Brightshore Village recorded in Official Records Book Page of the public records of Collier County; and (3) a Developer Agreement related to servicing of Brightshore Village by the Collier County Water and Sewer District recorded in Official Records Book Page of the public [21-CPS-02156/1756290/1 ]234 Brightshore Village / PL20210001067 11/29/2022 Page 2 of 3 records of Collier County. These three items are hereby incorporated by reference into this Resolution, as if fully set forth herein. These items may be separately amended without the need to amend this Resolution. THIS RESOLUTION ADOPTED this day of 2022, after motion, second, and favorable vote. ATTEST: CRYSTAL K. KINZEL, CLERK , Deputy Clerk Approved as to form and legality: Heidi Ashton-Cicko Managing Assistant County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: William L. McDaniel, Jr., Chairman Attachments: Exhibit A — Legal Description Exhibit B — Brightshore Village SRA Development Document and Exhibits Exhibit C — Stewardship Credit Agreement [21-CPs-02156/1756290/1 1234 Brightshore Village / PL20210001067 11/29/2022 Page 3 of 3 Exhibit A to Resolution (3 Stantec 5801 Pelican Bay Boulevard, Suite 300, Naples, FL 34108 Legal Description Of part of Sections 18 and 19, Township 47 South, Range 28 East, Collier County, Florida (Hogan Oaks West) All that part of Sections 18 and 19, Township 47 South, Range 28 East, Collier County, Florida, being more particularly described as follows: BEGINNING at the Southwest corner of Section 19, Township 47 South, Range 28 East, Collier County, Florida, thence along the West line of said Section 19, North 00°33'31" West 5,270.74 feet to the Northwest corner of said Section 19; Thence North 89045'17" East 334.22 feet; Thence North 69040'33" East 50.52 feet; Thence North 00°56'08" West 670.62 feet; Thence North 08°52'06" West 331.28 feet; Thence North 20°54'48" East 142.49 feet; Thence North 62014'48" East 1,355.44 feet; Thence South 65052'47" East 954.64 feet; Thence South 70001'14" East 119.08 feet; Thence South 63'39'15" East 628.77 feet; Thence North 40034'56" East 32.99 feet; Thence North 23038'28" East 362.36 feet; Thence North 48050'20" East 54.54 feet; Thence South 66001'50" East 199.07 feet; Thence South 50025'20" East 954.27 feet; Thence South 18052'22" East 748.23 feet; Thence South 83010'21" East 306.85 feet; Thence South 01004'51" East 317.74 feet; Thence South 00049'55" East 322.25 feet; Thence South 06024'15" East 262.61 feet; Thence South 07019'29" West 501.06 feet; Thence South 01 008'37" East 195.96 feet; Thence South 10'00'20" West 569.45 feet; Thence South 23°28'05" West 264.33 feet; Thence South 04°25'45" West 627.49 feet; Thence South 18015'57" East 240.55 feet; Thence South 10016'07" East 189.28 feet; Thence South 07'36'19" East 254.95 feet; Thence South 05042'25" West 41.75 feet; Thence South 04038'57" West 44.03 feet; Thence South 04°38'58" West 320.97 feet; Thence South 19059'54" West 103.00 feet; Thence South 20059'47" West 58.20 feet; Thence South 20048'49" West 35.19 feet; Thence South 24049'22" West 151.37 feet; Thence South 24052'40" West 90.30 feet; (3 Sta ntec Thence South 36052'12" West 337.31 feet; Thence South 01 *41'16" West 574.06 feet; Thence South 08°29'08'r East 37.23 feet; Thence South 89039'03" West 690.88 feet; Thence 393.04 feet along the arc of a circular curve concave North having a radius of 2,814.93 feet through a central angle of 08°00'00" and being subtended by a chord which bears North 86020'57" West 392.72 feet; Thence North 82020'57" West 337.32 feet; Thence 406.15 feet along the arc of a circular curve concave South having a radius of 2,914.93 feet through a central angle of 07059'00" and being subtended by a chord which bears North 86020'27" West 405.82 feet; Thence South 89040'03" West 2,367.68 feet to the POINT OF BEGINNING. Containing 681.45 acres, more or less. Subject to easements and restrictions of record. Bearings are based on the ...... Certificate of authorization #LB-7866 Stantec Consulting Services, Inc - Registered Engineers and Land Surveyors C* By' September 7, 2021 Lance T Miller, Professional Surveyor and Mapper #LS5627 Not valid unless embossed with the Professional's seal. Ref. 21-1-2140 Sheet 2b Dj-�, qW by Lana i Mkt: K u rsN� T �>�).v..d rh. xryiwe riuv inra a,.,r.r.na,ri : .7�av+�•, ceae n.nrer..r+ke o-r r.r — src�ror�ccw:•w-ay+.w ' yy„re ar�d xaw wy. �..r xriwiw.wan caw�x.e ea �arl � rwnwn.se« r e�ue o.x: mi � ov2 � ros;za urnn Hasa. ncaen rar.m: rnr.ow war Exhibit B to Resolution BRIGHTSHORE VILLAGE SRA DEVELOPMENT DOCUMENT Hogan Farms, LLC 2600 Golden Gate Parkway Naples, FL 34105 The Brightshore Village Professional Consulting Team includes: Coleman, Yovanovich & Koester — Legal Counsel Development Financing & Planning Group (DPFG) — Fiscal Analysis Hole Montes, Inc. — Planning & Entitlement Peninsula Engineering — Civil Engineering, Environmental, Landscape Architecture Zonda Advisory - Market Analysis Trebilcock Consulting Solutions, Inc. — Transportation Analysis CCPC DATE BCC DATE TABLE OF CONTENTS Page I. OVERVIEWNILLAGE DESIGN 3 II. SRA STATEMENT OF COMPLIANCE/SUITABLITY CRITERIA 3 III. REQUIRED PERIMETER LANDSCAPE BUFFERS 4 IV. MINIMUM REQUIRED AND MAXIMUM ALLOWABLE 4 DENSITY AND INTENSITY V. CONTEXT ZONES 5 5.1 Neighborhood General 5 5.2 Village Center 7 VI. EXCAVATIONS 10 VII. GOLF CARTS/LOW-SPEED VEHICLES 10 VIII. DEVIATIONS 10 8.1 Deviations from Neighborhood General Standards 10 8.2 Village Center Standards 10 8.3 Transportation Standards 11 8.4 Signs Standards 11 8.4 Landscape Standards 12 8.5 Other Deviations 12 IX. OWNER/DEVELOPER COMMITMENTS 12 9.1 Planning 12 9.2 Environmental 14 9.3 Transportation 14 9.4 Parks and Recreation 15 9.5 Other 16 Exhibit A — Sheet 1: Exhibit A — Sheet 2: Exhibit A — Sheet 3: Exhibit A — Sheet 4: Exhibit A — Sheet 5: Exhibit A — Sheet 6: Exhibit A — Sheet 7: Exhibit A — Sheet 8: Exhibit A — Sheet 9: Exhibit B — Sheets 1-3: Exhibit C — Sheets 1-2: Exhibit D — Sheet 1 Exhibit E — Sheets 1-3 EXHIBITS SRA Master Plan (Color) SRA Master Plan (Black & White) SRA Master Plan Internal Mobility Plan SRA Master Plan with Deviations SRA Master Plan with Deviation Descriptions Typical Street Cross Sections (1) Typical Street Cross Sections (2) Typical Street Cross Sections (3) Typical Street Cross Sections (4) Boundary Survey Legal Description Location Map Property Ownership/Statement of Unified Ownership Page 2 of 18 C:\Users\ashton_h\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\6DMA26WY\Brightshore Village SRA Document (PL- 20210001067)(10-26-2022).docx Exhibit F — Sheet 1-44 Natural Resource Index Page 3 of 18 C:\Users\ashton_h\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\6DMA26WY\Brightshore Village SRA Document (PL- 20210001067)(10-26-2022).docx I. OVERVIEW/VILLAGE DESIGN AND PROJECT DEVELOPMENT Brightshore Village Stewardship Receiving Area (SRA) is located in eastern Collier County in portions of Sections 18 and 19, Township 47 South, and Range 28 East. Brightshore Village SRA ("Village") contains a total of 681.5 t acres. The Village is located north of Immokalee Road, northeast of the intersection of Red Hawk Lane and Immokalee Road. Lands to the north, east, and west have a base zoning designation of A -Agricultural and the lands to the south are zoned E-Estates. Lands to the north and to the east of the SRA are designated SSA 6 under the Rural Lands Stewardship Area (RLSA) Overlay. The land within the Village SRA has been in active agricultural production for many years. In accordance with the RLSA Overlay definition, the Village is primarily a residential community which includes a diversity of housing types and a maximum of 2,000 dwelling units. The Village includes a 107 acre mixed -use Village Center providing for the required neighborhood -scaled retail, office, civic, and community uses. The SRA is designed to encourage pedestrian/bicycle circulation and the use of golf carts/low-speed vehicle via an interconnected sidewalk and a multi -use pathway system, serving the entire Village and with an interconnected system of streets, dispersing and reducing both the number and length of vehicle trips. II. SRA STATEMENT OF SUITABILITY CRITERIA PER LDC SECTION 4.08.07, PARAGRAPHS A, B, and C AND RLSA OVERLAY ATTACHMENT C The SRA contains 681.5f acres. 2. The Village SRA does not include any lands designated Flowway Stewardship Area (FSA), Habitat Stewardship Area (HSA), or Water Retention Area (WRA). 3. The SRA does not include any lands within the Area of Critical State Concern (ACSC) Overlay. 4. The required minimum Open Space (35%) is 238.5 acres. The SRA master plan provides for 274.7 7L acres of Open Space (40f percent). 5. The SRA is designed to encourage pedestrian and bicycle circulation, as well as the use of golf carts/low-speed vehicles, by including an interconnected sidewalk and a multi -use pathway system serving all residential neighborhoods with connecting multiuse pathways. 6. The SRA provides 31.7 acres of public benefit use in the form of community parks accessible to the public and SRA neighborhoods. 7. The SRA contains two Context Zones (as required for the Village form of SRA): Neighborhood General and mixed -use Village Center. 8. Within the Village Center Context Zone, the SRA shall provide the following: a minimum of 106,000 square feet and a maximum of 120,000 square feet of neighborhood scaled retail and office uses, a maximum of 100,000 square feet of indoor self storage use, and a minimum of 20,000 square feet of civic, government, and institutional uses, all subject to a trip cap. 9. The SRA allows for up to 2,000 dwelling units (2.935 dwelling units per gross acre). 10. In compliance with the requirement to provide a diversity of housing types within a Village, a minimum of 10% of units shall be multi -family, based upon the Land Development Code (LDC) definition of Multifamily Dwelling (a group of 3 or more dwelling units within a single building), to also include the use of horizontal apartments, a minimum of 10% of the units shall be single family detached, and a minimum of 10% of the units shall be single family attached or villas. 11. Approximately 46.7 acres of active and passive parks and community green space, and the Neighborhood General Amenity Center, is provided. This includes approximately 31.7 acres of community park that is accessible to and open to the public and 15 acres of amenity center sites, which exceeds the required minimum of 1% of SRA gross acreage, (6.8 acres). Page 4 of 18 C:\Users\ashton_h\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\6DMA26WY\Brightshore Village SRA Document (PL- 20210001067)(10-26-2022).docx 12. The SRA has direct access to Immokalee Road, which is classified as an arterial road. 15. The SRA is consistent with the standards set forth in the RLSA Overlay Attachment C, applicable to Villages. 16. The total acreage requiring stewardship credits is 649.8 acres (total SRA acreage excluding 31.7 acres of public benefit use). At the required 8 Stewardship Credits per acre, 5,198.4 Stewardship Credits are required to entitle the SRA. 17. The Village will be served by the Collier County Water and Sewer District. 18. The proposed schedule of development within the Village SRA, is as follows: a. Anticipated timeframe for receipt of required jurisdictional agency permits (or permit modifications) and date of commencement of residential development: two years from approval of this SRA. b. Anticipated sequence of residential development: 250 units per year commencing after receipt of federal, state, and local permits. c. Anticipated timeframe for commencement of minimum required neighborhood retail and office uses: 8 years from date of approval of this SRA. d. Anticipated project completion date: twelve (12) years from date of approval of this SRA or upon approval of any required jurisdictional permits, whichever occurs last. III. REQUIRED PERIMETER LANDSCAPE BUFFERS Table 1: Village Perimeter Landscape Buffer Requirements Adjacent to Immokalce Road Minimum 25' wide Type D Buffer per LDC Section 4.06.02.C.4. Adjacent to Red Hawk Lane Minimum 20' wide Type D Buffer per LDC Section 4.06.02.C.4. All other Perimeter Landscape Buffers Adjacent to Preserve or SSA' No Buffer Required (except as required by the South Florida Water Management District Adjacent to A — Agriculture Minimum 10' wide Type "A" buffer per LDC Section 4.06.02.C.1. Minimum 300 foot Open Space buffer is required between the SRA and any adjoining HSA or FSA IV. MINIMUM REQUIRED AND MAXIMUM ALLOWABLE DENSITY AND INTENSITY The maximum total number of dwelling units in the Village shall not exceed 2,000 dwelling units. Multi -family dwelling units are to be located as depicted on the Master Plan. The minimum required amount of neighborhood goods and services to be developed within the Village is 106,000 square feet and the maximum shall not exceed 120,000 square feet. A minimum of 20,000 square feet of civic, governmental, and institutional uses is required. A maximum of 100,000 square feet of indoor self - storage is also permitted. The overall intensity and density for the Village is limited by a Trip Cap maximum of 1,761 two-way, adjusted (net external), average weekday pm peak hour total trips based on the use codes in the ITE Manual on trip generation rates in effect at the time of application for SDP/SDPA or subdivision plat approval. V. CONTEXT ZONES The Village contains two distinct Context Zones: Neighborhood General and Village Center. Page 5 of 18 C:\Users\ashton_h\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\6DMA26WY\Brightshore Village SRA Document (PL- 20210001067)(10-26-2022).docx 5.1 Neighborhood General Context Zone The Neighborhood General Context Zone includes approximately 399.7E acres of land. 5.1.1 Allowable Uses and Structures 5.1.1. A. Permitted Uses and Structures': 1) Single -Family dwelling units. 2) Multi -family dwelling units, which shall be located as depicted on the Master Plan. Multi- family dwelling units shall include 3 or more dwelling units within a single building as well as horizontal rental apartment communities. Horizontal rental apartment communities may contain clusters of single-family detached and/or single-family attached cottages that are under common ownership with professional property management. 3) Senior/Group Housing, including but not limited to Adult Living Facilities (ALF), Independent Living Facilities (ILF), and Continuing Care Retirement Communities (CCRC), not to exceed 300 units in this SRA, subject to Florida statutes and the applicable provisions of LDC Section 5.05.04 - Group Housing, located within 1/2 mile of the Village Center or the Commercial area of the Neighborhood General Context Zone, as depicted on the SRA Master Plan. 4) Neighborhood General- Amenity center, as identified on the SRA Master Plan, for residents and guests, which may include clubhouses, fitness facilities, and typical recreational uses, including swimming pools, tennis courts, pickle ball courts, dog parks, and similar facilities. 5) Utility facilities for water/wastewater, subject to the applicable standards set forth in Section 5.05.12 of the LDC. 5.1.1. B. Accessory Uses and Structures: 1) Typical accessory uses and structures incidental to residential development including walls, fences, gazebos, swimming pools, screen enclosures, utility buildings (subject to the applicable standards set forth in Section 5.05.12 of the LDC), chickee huts, air conditioning units, satellite antennas, docks and similar uses and structures. 2) Model homes, sales centers and other temporary uses are permitted throughout Neighborhood General as provided for in LDC Section 5.04.00, and in this SRA Document. 3) Neighborhood recreation areas may include swimming pools, tennis courts, pickle ball courts, and similar neighborhood recreation facilities. Such uses shall be limited to a maximum actual building height of 40 feet, and a minimum 15 foot setback from roadways and residential lots. 4) Passive parks, limited to landscaped or natural areas and may include hardscape pathways or seating areas, benches, fire pits, shade structures such as gazebos or pavilions, docks, or piers. 1 Note: Existing agricultural operations may continue on an interim basis until a Site Development Plan or Subdivision Plat, as the case may be, is approved for a particular parcel. Page 6 of 18 C:\Users\ashton_h\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\6DMA26WY\Brightshore Village SRA Document (PL- 20210001067)(10-26-2022).docx 5.1.2. Neighborhood General Development and Design Standards 5.1.2.A. Required Minimum Yards & Maximum Building Heights: SINGLE AND TWO FAMILY MULTI -FAMILY NEIGHBORHOOD GENERAL AMENITY DEVELOPMENT SINGLE ZERO LOT ALF ILF USES PER 5.1.1. A. (4); STANDARDS SINGLE FAMILY LINE & CCRC & HORIZONTAL NEIGHBORHOOD FAMILY ATTACHED TOWNHOME5 OTHER APARTMENTS RECREATION AREAS DETACHED & TWO- MULTI- PER 5.1.1.B. (3) and (4) FAMILY FAMILY6 PRINCIPAL STRUCTURES' MIN. LOT AREA 5,000 S.F. / 3,000 S.F. / 2,500 20,000 10,000 S.F. N/A UNIT UNIT S.F./UNIT S.F./LOT MIN. LOT 40' 30' 207UNIT 100, 100, N/A WIDTH MIN. FLOOR 1,200 S.F./ 550 AREA 1,200 SF UNIT 1,200 S.F./UNIT S.F./UNIT 700 S.F./UNIT N/A 0.45 (only FLOOR AREA applies to RATIO N/A N/A N/A ALF ILF N/A N/A CCRC MIN. FRONT 15' 15' 15' 20' 15' 20' YARD2 MIN. SIDE YARD 5' 0 OR 5" 0 or 5" 10, 10, 10, MIN. REAR 10' 10' 10' 20' 10' 10' YARD° MIN. LAKE 0' 0' 0' 0' 0' 0' SETBACK° MIN. DISTANCE BETWEEN 10, 10, 10, 15" 10, 10" STRUCTURES MAX. BUILDING 3.5 Stories HEIGHT - 35' 35' 35' NTE 50' 35' 3.5 Stories NTE 50' ZONED MAX. BUILDING HEIGHT - 42' 42' 42' 62' 42' 62' ACTUAL ACCESSORY STRUCTURES' MIN. FRONT SPS SPS SPS SPS SPS SPS YARD MIN. SIDE YARD SPS SPS SPS SPS SPS 10, MIN. REAR 5' S' S' S' S' S' YARD° MIN. LAKE 0' 0' 0' 0' 0' 0' SETBACK^ MAX. HEIGHT ZONED & SPS SPS SPS 42' SPS SPS ACTUAL Table 1: Neighborhood General - Required Minimum Yards Maximum Building Height S.P.S. = same as for principal structure; NTE = not to exceed; S.F. = square feet; BH = building height; N/A = not applicable Footnotes: 1. Setbacks from Preserves shall be as set forth in LDC Section 3.05.07.H.3. 2. Front yards shall be measured as follows: — If the parcel has frontage on two streets (corner lot), the frontage providing vehicular access to the unit shall be considered the front yard. The setback along the other frontage shall be a minimum of 10'. — In no case shall the setback be less than 23 feet from the edge of an adjacent sidewalk, except in the case of side -loaded garages where the garage is designed in such a way that a vehicle can be parked in the driveway without conflicting with, or encroaching upon, the adjacent sidewalk. 3. 5' minimum side setbacks for single-family attached, two-family, must be accompanied by another 5' minimum side setback on adjoining lot to achieve minimum 10' separation. 4. Lake setback is measured from lake maintenance easement. The required 20' lake maintenance easement shall be provided in a separate platted tract for single-family, two-family and townhome developments submitted as a PPL. Properties that abut a Lake or Open Space tract may reduce the rear setback for principal and accessory structures to 0'. 5. Zero Lot Line and Townhome Development means 3 or more attached units, typically one or 2 stories in height. 6. Other Multi -family means 3 or more units other than Zero Lot Line, Townhome Development, or Horizontal Apartments. 7. Minimum floor area is not applicable to ALF, ELF, or CCRC units. 8. 20' minimum separation for buildings that exceed 35' zoned building height. Page 7 of 18 C:\Users\ashton_h\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\6DMA26WY\Brightshore Village SRA Document (PL- 20210001067)(10-26-2022).docx 5.2 Village Center Context Zone The Village Center Context Zone includes 107� acres of land. 5.2.1. Allowable Uses and Structures The Village Center is mixed use in nature, requiring a minimum of 200 multi -family dwellings, a minimum of 106,000 square feet and maximum of 120,000 square feet of neighborhood -scale commercial and office uses, a maximum of 100,000 square feet of indoor self storage, and a minimum of 20,000 square feet of civic, governmental and institutional uses. 5.2.1.A. Permitted Uses Multi -Family Dwelling Units subject to the applicable development standards set forth in Paragraph 5.1.2.A, Table 1. II. Senior/Group Housing, including but not limited to Adult Living Facilities (ALF), Independent Living Facilities (ILF), and Continuing Care Retirement Communities (CCRC), not to exceed 300 units in this SRA, subject to Florida statutes and the applicable provisions of LDC Section 5.05.04 - Group Housing, located within the Village Center or the Commercial area of the Neighborhood General Context Zone, as depicted on the SRA Master Plan. These uses are subject to the applicable development standards set forth in Paragraph 5.1.2.A, Table 1. III. The following neighborhood -scale commercial and office uses, and civic, governmental, and institutional uses, and warehousing use, as identified with a number from the Standard Industrial Classification Manual (1987), or as otherwise provided for within this section, are permitted by right, or as accessory uses within the Village Center. 1) Accounting and Bookkeeping services (8721). 2) Amusements and recreation services (7999 — limited to bicycle sales and rental). 3) Apparel and accessory stores (5611 - 5699). 4) Auto and home supply stores (5531). 5) Banks, credit unions and trusts (6011 - 6099). 6) Barber shops (7241, except for barber schools). 7) Beauty shops (7231, except for beauty schools). 8) Child day care services (8351). 9) Churches. 10) Civic, social and fraternal associations (8641). 11) Computer and computer software stores (5734). 12) Dry cleaning plants (7216, nonindustrial dry cleaning only). 13) Drug stores (5912). 14) Eating places (5812 only). All establishments engaged in the retail sale of alcoholic beverages for on -premise consumption are subject to locational requirements of section 5.05.01 of the LDC. 15) Engineering, Architectural and Surveying Services (8711-8713) 16) Essential services, subject to Section 2.01.03. 17) Federal and federally sponsored credit agencies (6111). 18) Food stores (groups 5411 - 5499). 19) Garment pressing, and agents for laundries and drycleaners (7212). Page 8 of 18 C:\Users\ashton_h\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\6DMA26WY\Brightshore Village SRA Document (PL- 20210001067)(10-26-2022).docx 20) Gasoline service stations (5541, subject to LDC Section 5.05.05). 21) General merchandise stores (5331 - 5399). 22) Hardware stores (5251). 23) Health services, offices and clinics (8011 - 8049, 8071, 8082, 8092, and 8099). 24) Household appliance stores (5722). 25) Insurance carriers, agents and brokers (6311 - 6399, 6411). 26) Legal services (8111). 27) Libraries (8231). 28) Mortgage bankers and loan correspondents (6162). 29) Paint stores (5231). 30) Passenger Car Rental (7514) 31) Physical fitness facilities (7991; 7911, except discotheques). 32) Public Safety Facilities and other governmental services including, but not limited to, fire, emergency management and law enforcement facilities, and public libraries (8231, 9221, 9222, 9224, 9229, 9111, 9121, 9131, 9199). 33) Real Estate (6531 - 6552). 34) Retail Nurseries, Lawn and Garden Supply Stores (5261). 35) Retail services - miscellaneous (5921 - 5963 except pawnshops and building materials, 5992-5999, except auction rooms, awning shops, gravestones, hot tubs, monuments, swimming pools, tombstones and whirlpool baths). 36) Elementary and Secondary Schools, Colleges, Universities, Professional Schools and Technical Institutes, public or private (8211, 8221-8222) 37) Tax return preparation services (7291). 38) Travel agencies (4724, no other transportation services). 39) United State Postal Service (4311, except major distribution center). 40) Veterinary services (0742, excluding outdoor kenneling). 41) Warehousing (4225, air conditioned and mini- and self -storage warehousing only). 42) Any other use which is comparable and compatible in nature with foregoing list of permitted uses, is considered to be a neighborhood scale commercial, office, or civic, governmental, or institutional uses, as determined by the Board of Zoning Appeals or the Hearing Examiner, pursuant to the applicable procedures set forth in LDC Section 10.08.00. 5.2.1.B. Accessory Uses 1) Accessory uses to residential multi -family development subject to the applicable development standards set forth in Paragraph 5.1.2.A, Table 1. 2) Uses and structures that are accessory and incidental to the permitted neighborhood -scale commercial and office uses, and civic, governmental, and institutional uses above. 3) Parking structures detached or attached, not to exceed 35 feet in Actual height. Page 9 of 18 C:\Users\ashton_h\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\6DMA26WY\Brightshore Village SRA Document (PL- 20210001067)(10-26-2022).docx 5.2.2. Village Center Development and Design Standards 5.2.2.A. Required Minimum Yards (Setbacks) and Maximum Building Heights: DEVELOPMENT STANDARDS NON-RESIDENTIAL AND MIXED -USE BUILDINGS' PRINCIPAL STRUCTURES MIN. LOT AREA 10,000 S.F. MIN. LOT WIDTH 100, MIN. FLOOR AREA 800 S.F. for Commercial Units 700 S.F. for Residential Units MIN. SETBACK FROM IMMOKALEE ROAD AND ENTRANCE ROAD 20' FRONT YARDS 0' to 20' MINIMUM SETBACK FROM A RESIDENTIAL TRACT 20' MIN. LAKE SETBACK 0' MIN. PRESERVE SETBACK 25' MIN. DISTANCE BETWEEN STRUCTURES' 10, MAX. BUILDING HEIGHT - ZONED 4 Stories NTE 50' MAX. BUILDING HEIGHT - ACTUAL 60' MAX FAR See footnote 1. ACCESSORY STRUCTURES MIN. FRONT YARD (ALL) SPS MIN. SETBACK FROM A RESIDENTIAL TRACT SPS MIN. SETBACK FROM A NONRESIDENTIAL TRACT SPS MIN. LAKE SETBACK 0' MIN. PRESERVE SETBACK 10, MIN. DISTANCE BETWEEN STRUCTURES 10, MAX. HEIGHT - ZONED & ACTUAL 35' Table 2: Village Center - Required Minimum Yards Maximum Building Height S.P.S. = same as for principal structure; NTE = not to exceed; S.F. = square feet; BH = building height; N/A = not applicable Footnotes: 1. Retail and office uses are subject to a maximum FAR of 0.5 per block. Civic, governmental, and institutional uses are subject to a maximum FAR of 0.45, per block. 2. Measured from the lake maintenance easement. 3. 20' minimum separation between buildings that exceed 35' zoned building height. Page 10 of 18 C:\Users\ashton_h\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\6DMA26WY\Brightshore Village SRA Document (PL- 20210001067)(10-26-2022).docx VI. EXCAVATIONS The following criteria shall apply to excavations within the Brightshore Village SRA: All excavation permit applications within the Brightshore Village SRA shall be reviewed as Development Excavation Permit applications. Within the boundary of the Brightshore Village SRA, fill material may be hauled from one construction site to another. Fill may be placed up to, but not within, the edge of all conservation easements, preserves, and Water Retention Area (WRA's). VII. GOLF CARTS/LOW-SPEED VEHICLES Subject to Section 316.212, FS., the use of golf carts/low-speed vehicles shall be permitted within the SRA. Up to thirty percent (30%) of required off-street parking for amenity centers and for parking provided for access to trails may be comprised of golf cart/low-speed vehicle parking spaces. The Developer may submit an alternative to the design requirements for off-street parking spaces set forth in LDC Section 4.05.00, for golf cart/low-speed vehicle parking subject to review and approval of County staff. VIII. DEVIATIONS 8.1 Neighborhood General Standards 1) A deviation from LDC Section 4.08.07.J.2.d.iii.f)iv), "Non-residential uses," which states "the maximum square footage per [non-residential] use shall be 3,000 square feet and per location shall be 15,000 square feet," to instead allow the Amenity Center sites and related uses to be a maximum of 30,000 square feet each. 2) A deviation from LDC Section 4.08.07.J.2.d.iii.e)ii), which states that in the case of "Multi - Family residential," "side yard setbacks shall be a minimum of 10 feet and rear yard setbacks shall be a minimum of 20 feet for the primary structure..." to instead allow for a side yard setback of 0 or 5 feet and a rear yard setback of 10 feet for zero lot line and townhome development, as set forth in Table 1: Neighborhood General - Required Minimum Yards and Maximum Building Height. 3) A deviation from LDC Section 4.08.07.J.2.d.iii.e)i), which establishes multi -family residential lots to be a maximum of 4 acres, to instead allow multi -family lots to be a maximum of 25-acres. 4) A deviation from LDC Section 5.03.02 C., which limits fences or walls to a maximum height of six (6) feet in residential districts to instead allow a twelve (12) foot wall/berm combination. The maximum height of the wall will be eight (8) feet. 8.2 Village Center Standards 1) A deviation from LDC Section 4.08.07.J.3.d.ii.p)ii) "General Parking Criteria," which states "The majority of parking spaces shall be provided off-street in the rear of buildings or along the side secondary streets. Parking is prohibited in front of buildings..." to instead allow parking in front of buildings in the Village Center, when such parking is in support of a shopping center, or when located on a lot with two or more street frontages, or when Page 11 of 18 C:\Users\ashton_h\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\6DMA26WY\Brightshore Village SRA Document (PL- 20210001067)(10-26-2022).docx located on a lot fronting on Immokalee Road. A Type `D' buffer per LDC at time of permitting will be required when parking is adjacent to or abutting a road. 2) A deviation from LDC Section 4.08.07.J.3.d.ii.q), which requires that the majority of parking be located in the rear of buildings and prohibits parking in the front of building except on -street parking within the right-of-way to instead allow parking in the front, side, and rear yards, when such parking is in support of a shopping center, or when located on a lot with two or more street frontages, or when located on a lot fronting on Immokalee Road. A Type `D' buffer per LDC at time of permitting will be required when parking is adjacent to or abutting a road. 3) A deviation from LDC Section 4.08.07.13.d.ii.q), which requires that the amount of required parking in the Village Center "be demonstrated through a shared parking analysis submitted with an SRA designation application..." and be "determined utilizing the modal splits and parking demands for various uses recognized by ITE, ULI or other sources or studies..." to instead allow the parking demand analysis to be submitted at the time of initial Site Development Plan (SDP) or, at the discretion of the County Manager or designee, at the time of a subsequent SDP or SDP Amendment, in order to allow for a more comprehensive parking demand analysis based upon the mix of uses at the time of the initial SDP or subsequent SDP or SDP Amendment. 4) A deviation from LDC Section 4.08.07.J.3.d.ii.g), which establishes a maximum block perimeter of 2,500 feet in the Village Center to instead allow for the Neighborhood General block perimeter provisions per LDC Section 4.08.07.J.2.d.iii.c): the maximum block perimeter shall be 3,500 feet, except that a larger block perimeter shall be allowed where an alley or pathway provides through access, or the block includes water bodies or public facilities. 5) A deviation from LDC Section 5.03.02 H. Lb. and c., which requires non-residential development to provide a wall within the right-of-way landscape buffer when located on property opposite a residentially zoned district but fronting on a local street or roadway to instead not require a wall. This deviation shall not apply to the rear of shopping centers and building areas where overhead doors are located and facing towards a residential district. 8.3 Transportation Standards 1) A deviation from LDC Section 4.08.07.J.Lb, Figures 1 through 18 (street cross -sections), to instead allow for streets within the Brightshore Village SRA to be designed in accordance with the cross -sections provided in Exhibit A, Sheets 6 through 9. 8.4 Sign Standards 1) A deviation from LDC Section 5.06.02.B.5.a, "On -premises directional signs within residential districts," which requires on -premise directional signs to be set back a minimum of 10 feet from the edge of the roadway, paved surface or back of the curb, to instead allow a minimum setback of 5 feet from the edge of the roadway, paved surface or back of the curb, limited to signs internal to the SRA only. This excludes signage along County owned roadways. Page 12 of 18 C:\Users\ashton_h\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\6DMA26WY\Brightshore Village SRA Document (PL- 20210001067)(10-26-2022).docx 8.5 Landscape Standards 1) A deviation from LDC Section 4.06.02.C., Buffer Requirements, "Types of buffers," Table 2.4 Information, Footnote (3) which requires "Buffer areas between commercial outparcels located within a shopping center, Business Park, or similar commercial development may have a shared buffer 15 feet wide with each abutting property contributing 7.5 feet", to instead allow a shared buffer 10 feet wide with each abutting property contributing 5 feet. 2) A deviation from LDC Section 4.06.02 A., which requires landscape buffer strips to be shown and designated on the final plat within an easement, to instead allow the same required landscaping materials to be demonstrated on a planting plan, for staff review as part of the respective plans and plat application (PPL), with no requirement to establish a landscape buffer easement, limited to landscape buffers required for single-family uses adjacent to other single-family or multi -family residential subdivisions or developments within the Neighborhood General Context Zone and when separated by a lake. 8.6 Other Deviations 1) A deviation from LDC Section 4.05.04.G, "Parking Space Requirements," which requires 1 parking space per 100 square feet for recreation facilities (indoor) sports, exercise, fitness, aerobics, or health clubs to instead allow for parking for the Amenity Center sites to be calculated at 1 space per 200 square feet of indoor square footage, excluding kitchen or storage space. 2) A deviation from LDC Section 3.05.10.A.2. — "Location Criteria," which requires that "LSPA [littoral shelf planting areas] shall be concentrated in one location of the lake(s), preferably adjacent to a preserve area," to instead allow for required littoral shelf planting areas to be aggregated in certain specific development lakes, including the development lake that runs along the eastern perimeter of the SRA. 3) A deviation from LDC Section 4.03.08.C, "Potable Water System," which states, "separate potable water and reuse waterlines... shall be provided ... by the applicant at no cost to Collier County for all subdivisions and developments" and "Reuse water lines, pumps, and other appurtenances will not be maintained by Collier County," to instead allow for such facilities and/or appurtenances to be conveyed to and maintained by Collier County. IX. DEVELOPER/OWNER COMMITMENTS 9.1 Planning A. One entity (hereinafter the Managing Entity) shall be responsible for monitoring of the SRA, as may be required by Collier County, and until no longer required by Collier County. The monitoring and report shall follow the same procedures and requirements set forth in LDC Section 10.02.02.17, PUD Monitoring Report requirements. This entity shall also be responsible for satisfying all commitments set forth in the SRA Document and in a separate Owner/Developer Agreement. At the time of this SRA approval, the Managing Entity is Hogan Farms, LLC. Should the Managing Entity desire to transfer the monitoring and commitments to a successor entity, then it must provide a copy of a legally binding document, to be approved for legal sufficiency by the County Attorney. After such Page 13 of 18 C:\Users\ashton_h\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\6DMA26WY\Brightshore Village SRA Document (PL- 20210001067)(10-26-2022).docx approval, the Managing Entity will be released of its obligations upon written approval of the transfer by County staff, and the successor entity shall become the Managing Entity. As the Owner/Developer sells off tracts, the Managing Entity shall provide written notice to the County that includes, if applicable, an acknowledgement of the commitments required by the SRA Document by the new owner and the new owner's agreement to comply with the Commitments through the Managing Entity, but the Managing Entity will not be relieved of its responsibility under this Section. When the County determines that the SRA Document commitments have been fulfilled, the Managing Entity shall no longer be responsible for the monitoring of this SRA. B. Issuance of a development permit by a County does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the county for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. C. All other applicable state or federal permits must be obtained before commencement of the development. D. Owner shall provide an annual SRA monitoring report, in a form similar to a PUD monitoring report, identifying the number of residential units constructed by type within the SRA, and amount of retail, office, civic, government, and institution square footage constructed within the SRA. The Report shall also address whether or not or to what degree the Owner/Developer Commitments contained herein have been satisfied. E. The developer of any group housing, including a retirement community, its successors or assigns, shall provide the following services and be subject to the following operational standards for the units in the group housing, including, but not limited to, independent living units, assisted living units, or skilled nursing units: Operational Characteristics for Senior Housing Senior housing may be composed of one or more types of care/housing facilities. These care/housing types are limited to independent living, assisted living, and skilled nursing units, each of which can have varying operational characteristics. The following characteristics of senior housing care units distinguish them from residential land uses, and all of the characteristics must be provided for and maintained to be considered a senior housing care unit: 1.) The facility shall be for residents 55 years of age and older; 2.) There shall be on -site dining facilities to the residents, with food service being on - site, or catered; 3.) Group transportation services shall be provided for the residents for the purposes of grocery and other types of shopping. Individual transportation services shall be coordinated for the residents' needs, including but not limited to medical office visits; 4.) There shall be an onsite manager/activities coordinator to assist residents who shall be responsible for planning and coordinating stimulating activities for the residents; 5.) An on -site wellness facility shall provide exercise and general fitness opportunities for the residents; Page 14 of 18 C:\Users\ashton_h\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\6DMA26WY\Brightshore Village SRA Document (PL- 20210001067)(10-26-2022).docx 6.) Each unit shall be equipped with devices provided to notify emergency service providers in the event of a medical or other emergency; 7.) Independent living units shall be designed so that a resident is able to age in place. For example, kitchens may be easily retrofitted by lowering the sink to accommodate a wheelchair bound resident or bathrooms may be retrofitted by adding grab bars. 8.) Group housing for seniors shall be constructed to have a core area to shelter residents and staff on site in the event of a hurricane. The core area will be constructed to meet the Public Shelter Design Criteria that are required for new public schools and public community colleges and universities ("State Requirements for Educational Facilities, 2014") and shall be capable of ventilation or air conditioning provided by back-up generator for a period of no less than 96 hours. 9.2 Environmental A. The Owner/Developer shall adhere to the Florida Fish and Wildlife Conservation Commission Black Bear Management Plan, as applicable. The informational brochure created by the Florida Fish and Wildlife Conservation Commission (FWCC) and titled "A Guide to Living in Bear County" will be distributed to future homeowners and construction/maintenance personnel. Residents will be provided with information on how to secure their garbage containers to discourage bears from foraging in trash receptacles and the project will utilize bear -proof dumpsters in locations to be determined at the time of Site Development Plan (SDP) approval. B. Prior to issuance of the first SDP and/or PPL, a listed species management plan must be provided for review, with approval from FWCC and/or USFWS for management of the Florida Panther (Puma concolor coryi) and other listed species. C. The Brightshore Village SRA shall utilize bearproof trash cans for both residential and commercial (nonresidential) development. D. The Brightshore Village SRA shall utilize "Dark Sky" lighting design principles for both residential and commercial (nonresidential) development, subject to public safety design standards for public areas. 9.3 Transportation A. Intensity of uses under any development scenario for the SRA is limited to a maximum of 1,761 two-way, adjusted (net external), average weekday pm peak hour total trips based on the use codes in the ITE Manual on trip generation rates in effect at the time of application for SDP/SDPA or subdivision plat approval. B. The Owner shall convey an easement to Collier County, at no cost to County and free and clear of all liens and encumbrances, in a form acceptable to Collier County to accommodate a transit stop and shelter within the SRA at a location agreed to by the Collier County Public Transit Division Director. As part of the site improvements authorized by the initial Site Development Plan within the SRA, the Owner shall, at its sole expense, install the shelter and related site improvements for the transit stop, utilizing a design Page 15 of 18 C:\Users\ashton_h\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\6DMA26WY\Brightshore Village SRA Document (PL- 20210001067)(10-26-2022).docx consistent with established CAT architectural standards or consistent with project architectural standards if agreed to by CAT and convey the easement. C. No more than 1,400 dwelling units will be issued certificates of occupancy until a minimum of 30,000 sq. ft. of the neighborhood retail and office uses and a minimum of 20 multi- family dwelling units have been developed in the Village Center and issued certificate(s) of occupancy. D. The SRA shall adhere to the Internal Master Mobility Plan and shall include the following: 1.) A 5 foot sidewalk on both sides of the roadway. Where the LDC requires bike lanes, at the developer's discretion, a minimum 12 foot pathway may be provided on one side, in lieu of bike lanes. 2.) Local streets (located in the Neighborhood General Areas) will include a minimum 5 foot sidewalk on both sides of the roadway. 3.) The perimeter linear park will include a minimum 12 foot pathway. 4.) The Neighborhood General Area will provide a minimum of two pedestrian pathway connections to the perimeter linear park. 5.) A transit station or park and ride area will be located within the Village Center, or nearby park area, to serve as a connection point for internal and external public transportation. 6.) At time of SDP, or PPL (as applicable), connections between the various modes of transportation will be identified to ensure interconnectivity with the SRA and to external transportation links. 7.) Golf carts/low-speed vehicles will be allowed on 12 foot multi -use paths (excluding perimeter parks) and internal residential/local streets. 8.) All roads, including CDD public roads, are to be privately maintained. 9.) The SRA will comply with the requirements of the American with Disabilities Act (ADA) to accommodate travel for persons with limited mobility and allow for the incorporation of support facilities and necessary infrastructure for the use of micro - mobility vehicles, autonomous vehicles, and vehicle electrification. E. In the event that the intersection of Redhawk Lane and Immokalee Road warrants future redesign, the owner, or successor, or assigns shall be responsible for the fair share cost of such improvements. "Fair share" is defined as a percentage of the Brightshore Village SRA traffic using Redhawk Lane as compared with the total volume of traffic using the intersection. 9.4 Parks and Recreation A. The SRA shall include a minimum of one (1) children's playground that conforms to appropriate ASTM standards, which shall be a minimum of 2,500 square feet in size. The location of this playground shall be identified at the time of subdivision plat or SDP, as the case may be, for the development phase or area within which the playground is to be included. B. The SRA shall provide 31.7 acres of passive community park along the perimeter of the SRA that shall be open to the general public in perpetuity, and which will be considered a public benefit use. The park will include restrooms, fitness stations, and a recreation trail system along the east, north and west perimeter of the SRA. The 2.75-mile (+/-) trail will Page 16 of 18 C:\Users\ashton_h\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\6DMA26WY\Brightshore Village SRA Document (PL- 20210001067)(10-26-2022).docx be open to the general public and includes two (2) parks with a minimum of 20 parking spaces each that will serve as trail heads. The park shall be completed prior to the issuance of the 750ffi certificate of occupancy. The Owner/Developer shall not request impact fee credits for the community park and shall be responsible for maintenance of the community park, which may utilize a Community Development District (CDD) for these purposes. 9.5 Other A. Street trees will be provided throughout the Village. Within the Village Center Context Zone, street trees shall be spaced forty feet (40') on center and within the Neighborhood General Context Zone, street trees shall be spaces 60 feet on center. Street trees shall have a minimum average mature canopy spread of twenty feet (20') or alternatively, for species with an average mature spread less than 20', street trees shall be spaced a distance equal to twice the average mature spread. B. In consideration of the land owner's commitment to housing that is affordable, one of the following options will be selected prior to the first certificate of occupancy: 1.) Rental Product: One Hundred Seventy dwelling (170) units ("Affordable Housing Units") shall be advertised and rented to households whose incomes are up to and including 100% of the Area Median Income (AMI) for Collier County and the corresponding rent limits. Income and rent limits may be adjusted annually based on combined income and rent limit table published by the Florida Housing Finance Corporation or as otherwise provided by Collier County. If the vacancy rate exceeds 10% (17 units) for ninety (90) days, a unit may be offered to a non -income qualified renter at the restricted rent limit until such time the vacancy rate falls below 10% whereby vacant units must be advertised and offered to income qualified households at the restricted rent. When a non -income qualified unit becomes available it must be leased to a qualified household until the 170 units are occupied by eligible tenants. The Affordable Housing Units shall be committed for a period of 30 years from the date of occupancy of the first unit. Pursuant to Collier County Future Land Use Element Policy 4.7.5.Le., the Affordable Housing Units shall not be subject to the Traffic Impact Statement, transportation concurrency, and the trip cap for the SRA. As part of Collier County's required annual monitoring for this SRA, the Developer will provide to Collier County Community and Human Services Division (CHS) an annual report at least forty-five (45) days prior to the anniversary of the adoption of this SRA that provides the progress and monitoring of occupancy of income restricted units. The annual report would be provided in a format approved by CHS. Developer further agrees to annual on -site monitoring by the County. 2.) Land Bank: Land "Proximal" to the SRA shall be identified for the development of housing that is affordable on a parcel at least 17 acres in size and allowing for a minimum of 10 dwelling units per gross acre. The land shall be rezoned and offered for sale first, to Collier County, a community land trust or an affordable housing developer within 48 months of the approval of the village by the Board of County Commissioners based on the appraised value of $22,500 an acre. The Affordable Housing parcel will be considered as a Public Benefit Use and shall not Page 17 of 18 C:\Users\ashton_h\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\6DMA26WY\Brightshore Village SRA Document (PL- 20210001067)(10-26-2022).docx require the use of Stewardship Credits. Pursuant to Collier County Future Land Use Element Policy 4.7.5. Le. the Affordable Housing Units shall not be subject to the Traffic Impact Statement, transportation concurrency and the trip cap for the SRA. If located within the RLSA Overlay, the proximal land bank parcel shall follow the process established in Section 4.08.07.F.4., paragraphs a. and b and shall be considered a part of the SRA. If the proximal land bank parcel is located outside of the RLSA, the Board of County Commissioners recognizes that a small-scale comprehensive plan amendment may be required. For the purposes of this commitment, "Proximal" shall mean within 15 miles of the SRA and within Collier County. C. The Owner shall provide an informational brochure to be provided to residents of Brightshore Village regarding the appropriate use of golf carts/low-speed vehicles within the community. The brochure shall include identifying the locations where use of golf carts/low-speed vehicles are permitted, age restrictions, and any other regulations the Owner deems appropriate. The Owner, to the extent permitted by law shall establish an entity that may impose fines for violating the golf cart/low-speed vehicle regulations. Page 18 of 18 C:\Users\ashton_h\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\6DMA26WY\Brightshore Village SRA Document (PL- 20210001067)(10-26-2022).docx J0 4 �11 W a� O (} �EL n _qj LLI All v] V) w Of w s en zzr w 1 �J X w 5-7 tl$( LLJ ❑. W,lI I71 D U) W U) s �= u� ill a QQ J qq a p W3 i m m S ] I W w 1 / z, LL MI ®� 3LU z O _ ir U � LU ---r�g O ELQ W _ o 3 qoc WOIX a9, vow - CD m Lli "Y~ Q Q Q zz' c J X (o J = Q e� woz `�'Na� a Z �a J W Q m ' d N Ell Q O a \ Vl /�Ny O._ Q �+ a o LL Z fr LL LLJ =W U �_ j o w a o Z p ♦♦1 � c n w O UQa aW 0 Z Q ✓\> yO W� ♦♦ Q a N � z�a 0 r-a ♦♦ Q Q rl / ;g gai m wz, w o 3 Oz a p Q ++♦L _ Z d m a s a w L1J r 0 p W O o Yn O o LL ♦�.♦ ♦♦♦ a LLI z 8m>zz5�� co Yi� III = II Ir I'. I IIf IIII ICI I I' W I I I J II w Q'-- J ilk ICI 'I co W O rWq I, I' �i I' z'' IOI,w'il all IW �• � II z I I,. r' III li Y I r II I I I I 'I I I rill W Iy II -- -gib h23 fttSl III, I'i. I'W'�IQ Ivti,II'I'I Q W rm ZAn: W II - Ir LL h I � l� T. I III II 1 m III v 1 '714�-t�{� ,� r O C. W cV A. 1 ,-�1f1�1S 2 A a r- -r CY ..... ,I .r �I �. ..... o� �' III r O .3 '� +- 2 .W da A\�vvvvvv���vv-ti��v. w 4 ¢ l' III �r,i A��v�� vv�Av���'vzvvv. Lu za:�' r l m z ' vvvv�`vvvvvwvvz,a�w. 10 VI (NI W gg V AV AV A A A\ N LL ¢ O Z s h.o r- z r I. I '1 v_ vyvvvvvv' � v-vvvv' �"71� a W q tW IL 0 I {� uz I w I � � I` rc t: � < ap Oxco LU F J $ r� awy!1#gym F x r m m m < I � " i i a �, 4' R rn g ty L o d � 2 o sw cod7 _ �_ Q � W 7 u Q W LLA CJ 0 Q� 880 = 3 r 71 Ir Kv Lu QQQp I w 1 z z = J m WTI w i L - 11 O -A 4 J o� w ILtl•: z w J a rc �1 nv,� 7 �w _ a W z, C7 W Lu �a z ua 4� w S cwi H �w Li I I}I 3�lVTlf]WWI I LU < < < lz� C.3 IL un LW - (D m LU T- < LU < LU LU Lu Lu > E .2-6 f ci 12 ,L E E �2 W 22 & E C: E E 7E E m r 0 6 LLI z 77 Ei o Z i E - -o Fe 75 E z 0 2 < LU .2p E 5 -R 12 t E :6 E Q z -cE :E :2 75 42 S, E5 2 E i2 Li & E L 3: F o E ER '9 E S E' I' ZB vi E I E 9 2 . L E z6 2 r E E E w 3: 2o.E 32 -C -E ca 5 > Li E L 0 E 2 LU 0 QU _ p cn0N Ra a _--1Zea=_ _ _ (n u) W Q z id.,', m.- zELJ ZE Z Q m W LLv ¢ M" ZU: J z LL _ CD E c y E -- - w w a w d r Y W W �g W / r / J ctW cn tin � � z 0 W t �a� z 3 Qa� W o� W w w ? Q cn O ry� W U a Z W w S Z �. _5 crloi a N UW a a N — o w -w. — — — a: ) < Q \ o m c\/§, e z . -: eo e+c - _ ) }§\ : } 3 \ ��M *^ x// m «_ 6 % / ) 4 / » } ® m ) i fit C ' Ra jig I hit d gill Mhy 6 d � •� I 6 W a p I w - will -IN. F 1,14, • � fr I r r go -L triCQJ} � h. y L I � L 9 � � H'htl'0 •IL ttmx � J JHU WK HIN�ECD EU�LII rt le Ri .J 3 as a uj I i ' I � I ui ui ui LA aaa qw — — — LLLL- 4J C iz iN 04 m� B o gg Ga 9 2 ow �� }� mosommossue BEG ON mg a €_� g � s�� s � o �.. R¢ RFoen ajs am®. �$ �� 4 aEx��n z ; fi� Rm _YP j�'�jy�R yyg wgG6 HIP ,aaq a �'.�GI8899,^. «`��4�GJ:.`��q;'89•^e_ �RX::�3=�00� 3�� 30 � � � gym. gym. ma ag €� �e68reaea�'aSmA"0s8�-���amee s-_� xe=�5mps5�;�n Lm�a oE= IF r `o< 3 � IF u vs ff d I � x s — _ Q1— ✓ m ` P I I Q 0 ✓? 0 3 w w w a v T { r a I a I �a I v I I I ICI I �I Il, r, c'vJi Legal Description Of part of Sections 18 and 19, Township 47 South, Range 28 East, Collier County, Florida (Hogan Oaks West) All that part of Sections 18 and 19, Township 47 South, Range 28 East, Collier County, Florida, being more particularly described as follows: BEGINNING at the Southwest corner of Section 19, Township 47 South, Range 28 East, Collier County, Florida, thence along the West line of said Section 19, North 00°33'31" West 5,270.74 feet to the Northwest corner of said Section 19; Thence North 89045" 7" East 334.22 feet; Thence North 69040'33" East 50.52 feet; Thence North 00056'08" West 670.62 feet; Thence North 08°52'06" West 331.28 feet; Thence North 20°54'48" East 142.49 feet; Thence North 62014'48" East 1,355.44 feet; Thence South 65052'47" East 954.64 feet; Thence South 70001'14" East 119.08 feet; Thence South 63"39'15" East 628.77 feet; Thence North 40034'56" East 32.99 feet; Thence North 23°38'28" East 362.36 feet; Thence North 48"50'20" East 54.54 feet; Thence South 66°01'50" East 199.07 feet; Thence South 50"25'20" East 954.27 feet; Thence South 18°52'22" East 748.23 feet; Thence South 83'10'21" East 306.85 feet; Thence South 01 °04'51" East 317.74 feet; Thence South 00049'55" East 322.25 feet; Thence South 06024'15" East 262.61 feet; Thence South 07019'29" West 501.06 feet; Thence South 01 °08'37" East 195.96 feet; Thence South 10'00'20" West 569.45 feet; Thence South 23028'05" West 264.33 feet; Thence South 04025'45" West 627.49 feet; Thence South 18015'57" East 240.55 feet; Thence South 10016'07" East 189.28 feet; Thence South 07036'19" East 254.95 feet; Thence South 05"42'25" West 41.75 feet; Thence South 04"38'57" West 44.03 feet; Thence South 04038'58" West 320.97 feet; Thence South 19059'54" West 103.00 feet; Thence South 20"59'47" West 58.20 feet; Thence South 20°48'49" West 35.19 feet; Thence South 24049'22" West 151.37 feet; Thence South 24052'40" West 90.30 feet; Thence South 36052'12" West 337.31 feet; Thence South 01 °41'16" West 574.06 feet; Thence South 08"29'08" East 37.23 feet; Thence South 89039'03" West 690.88 feet; Thence 393.04 feet along the arc of a circular curve concave North having a radius of 2,814.93 feet through a central angle of 08"00'00" and being subtended by a chord which bears North 86020'57" West 392.72 feet; Thence North 82°20'57" West 337.32 feet; Thence 406.15 feet along the arc of a circular curve concave South having a radius of 2,914.93 feet through a central angle of 07059'00" and being subtended by a chord which bears North 86'20'27" West 405.82 feet; Thence South 89'40'03" West 2,367.68 feet to the POINT OF BEGINNING. Containing 681.45 acres, more or less. Subject to easements and restrictions of record. 2 Exhibit D to the SRA Document di C Subject Site r1T5 a Irnmokalee Road 0 E S Location Map sie�le�, R �4114 Bri ht hore Village A �-I�LE�YII ANTES '*1�ndb C�rdfir�na � �re� ��ent� *�L EXHIBIT E TO SRA DOCUMENT COVENANT OF UNIFIED CONTROL The undersigned do hereby swear or affirm that we are the fee simple titleholders and owners of record of property commonly known as BRIGHTSHORE VILLAGE SRA (PL-20210001067) (Folio #s: 00114440103 and 00114480008) and legal described in Exhibit A attached hereto. The property described herein is the subject of an application for the Brip-,htshore Village SRA. We hereby designate Robert J. Mulhere FAICP and Richard D. Yovanovich, Esquire, legal representative thereof, as the legal representatives of the property and as such, these individuals are authorized to legally bind all owners of the property in the course of seeking the necessary approvals to develop. This authority includes, but is not limited to, the hiring and authorization of agents to assist in the preparation of applications, plans, surveys, and studies necessary to obtain zoning approval on the site. These representatives will remain the only entity to authorize development activity on the property until such time as a new or amended covenant of unified control is delivered to Collier County. The undersigned recognizes the following and will be guided accordingly in the pursuit of development of the project: 1. The property will be developed and used in conformity with the approved master plan including all conditions placed on the development and all commitments agreed to by the applicant in connection with the SRA document. 2. The legal representative identified herein is responsible for compliance with all terms, conditions, safeguards, and stipulations made at that time of approval of the master plan, even if the property is subsequently sold in whole or in part, unless and until a new or amended covenant of unified control is delivered to and recorded by Collier County. 3. A departure from the provisions of the approved plans or a failure to comply with any requirements, conditions, or safeguards provided for in the SRA process will constitute a violation of the Land Development Code. 4. All terms and conditions of the Brightshore Village SRA approval will be incorporated into covenants and restrictions which run with the land so as to provide notice to subsequent owners that all development activity within the Brightshore Village SRA development must be consistent with those terms and conditions. 5. So long as this covenant is in force, Collier County can, upon the discovery of noncompliance with the terms, safeguards, and conditions of the Brightshore Village SRA development, seek equitable relief as necessary to compel compliance. The County will not issue pennits, certificates, or licenses to occupy or use any part of the Brightshore Village SRA and the County may stop ongoing construction activity until the project is brought into compliance with all terms, conditions and safeguards of the Brightshore Village SRA. Hogan Farms, LLC, a Florida limited liability company By: Barro 11' r Co oration, a Florida corporation Its Mana r By: David Genson, Vice President STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrument was acknowledged before me by means of physical presence or o online notarization this 1 T31 day of , 2022, byF; u , . w= JEh&bgt r t> N 5uc person(s) Notary Public must check applicable box: ire personally known to me ❑ Has produced a current driver's license ❑ Has produced as identification mnkE. HARDY *, MY COMM1ssm # GG 287225 EXPIRES: January 14, 2023 Pu6iieundarwilWS Bonded Tivu Notary Notary Signature:",,, = y LEGAL DESCRIPTION All that part of Sections 18 and 19, Township 47 South, Range 28 East, Collier County, Florida, being more particularly described as follows: BEGINNING at the Southwest corner of Section 19, Township 47 South, Range 28 East, Collier County, Florida, thence along the West line of said Section 19, North 00°33'31" West 5,270.74 feet to the Northwest corner of said Section 19; Thence North 89°45'17" East 334.22 feet; Thence North 69°40'33" East 50.52 feet; Thence North 00°56'08" West 670.62 feet; Thence North 08°52'06" West 331.28 feet; Thence North 20°54'48" East 142.49 feet; Thence North 62°14'48" East 1,355.44 feet; Thence South 65°52'47" East 954.64 feet; Thence South 70'01'14" East 119.08 feet; Thence South 63°39'15" East 628.77 feet; Thence North 40°34'56" East 32.99 feet; Thence North 23°38'28" East 362.36 feet; Thence North 48°50'20" East 54.54 feet; Thence South 66'01'50" East 199.07 feet; Thence South 50°25'20" East 954.27 feet; Thence South 18°52'22" East 748.23 feet; Thence South 83°10'21" East 306.85 feet; Thence South 01°04'51" East 317.74 feet; Thence South 00°49'55" East 322.25 feet; Thence South 06°24'15" East 262.61 feet; Thence South 07°19'29" West 501.06 feet; Thence South 01 °08'37" East 195.96 feet; Thence South 10°00'20" West 569.45 feet; Thence South 23°28'05" West 264.33 feet; Thence South 04°25'45" West 627.49 feet; Thence South 18'15'57" East 240.55 feet; Thence South 10°16'07" East 189.28 feet; Thence South 07°36'19" East 254.95 feet; Thence South 05°42'25" West 41.75 feet; Thence South 04°38'57" West 44.03 feet; Thence South 04°38'58" West 320.97 feet; Thence South 19°59'54" West 103.00 feet; Thence South 20°59'47" West 58.20 feet; Thence South 20°48'49" West 35.19 feet; Thence South 24°49'22" West 151.37 feet; Thence South 24°52'40" West 90.30 feet; Thence South 36°52' 12" West 337.31 feet; Thence South 01 °41' 16" West 574.06 feet; Thence South 08°29'08" East 37.23 feet; Thence South 89°39'03" West 690.88 feet; Thence 393.04 feet along the arc of a circular curve concave North having a radius of 2,814.93 feet through a central angle of 08°00'00" and being subtended by a chord which bears North 86°20'57" West 392.72 feet; Thence North 82°20'57" West 337.32 feet; Thence 406.15 feet along the arc of a circular curve concave South having a radius of 2,914.93 feet through a central angle of 07°59'00" and being subtended by a chord which bears North 86°20'27" West 405.82 feet; Thence South 89°40'03" West 2,367.68 feet to the POINT OF BEGINNING. Containing 681.45 acres, more or less. Subject to easements and restrictions of record. BRIGHTSHORE VILLAGE SRA NATURAL RESOURCE INDEX ASSESSMENT September 2021 Revised December 2021 Prepared For: Barron Collier Partnership, LLLP 2600 Golden Gate Parkway Naples, Florida 34105 (239)262-2600 Prepared By: Peninsula Engineering, Inc. 2600 Golden Gate Parkway Naples, Florida 34105 (239) 403-6700 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment TABLE OF CONTENTS Page 1.0 Introduction......................................................................................................................... 1 2.0 NRI Assessment Methodology & Datasets......................................................................... I 2.1 Stewardship Overlay Designation........................................................................... 3 2.2 Proximity.................................................................................................................3 2.3 Listed Species Habitat............................................................................................. 3 2.4 Soils/Surface Water................................................................................................ 4 2.5 Restoration Potential............................................................................................... 4 2.6 Land Use/Land Cover.............................................................................................4 3.0 NRI Assessment..................................................................................................................4 3.1 Stewardship Overlay Designation........................................................................... 5 3.2 Proximity.................................................................................................................5 3.3 Listed Species Habitat............................................................................................. 5 3.4 Soils/Surface Water................................................................................................ 6 3.5 Restoration Potential............................................................................................... 6 3.6 Land Use/Land Cover............................................................................................. 6 3.7 Final Assessment Result......................................................................................... 6 4.0 NRI Results Summary........................................................................................................ 7 i P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment LIST OF TABLES Page Table 1. Spatial Datasets Used in the Brightshore Village NRI Assessment Model.......... 2 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment LIST OF EXHIBITS Page Exhibit 1. Project Location Map.........................................................................................1 Exhibit 2. Aerial with Boundary.........................................................................................3 Exhibit 3. Aerial with Stewardship Overlay.......................................................................5 Exhibit 4. Aerial with FLUCCS Map.......................................................................7 Exhibit 5. Documented Listed Species Locations (2021 Surveys) ............................9 Exhibit6. Soils Map...........................................................................................................I I Exhibit 7. Stewardship Overlay Designation......................................................................13 Exhibit8. Proximity Index.................................................................................................15 Exhibit 9. Listed Species Habitat Index.............................................................................17 Exhibit 10. Soils/Surface Water Index.................................................................................19 Exhibit 11. Land Use/Land Cover Index..............................................................................21 Exhibit 12. Final NRI Assessment........................................................................................23 Exhibit 13. SRA Natural Resource Index Values.................................................................25 iii P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment 1.0 INTRODUCTION This Natural Resource Index (NRI) Assessment Report (Assessment) documents the environmental conditions and NRI scores within the Brightshore Village SRA (Project) and demonstrates that Brightshore Village SRA meets the Suitability Criteria contained in Section 4.08.07.A. I of the adopted Collier County Land Development Code (LDC) amendments. This Assessment is submitted in support of the Rural Lands Stewardship Area (RLSA) Overlay District Stewardship Receiving Area (SRA) Designation Application on behalf of Barron Collier Partnership, LLLP. This Assessment is consistent with the requirements of the RLSA Zoning Overlay District, Collier County LDC, Section 4.08.00. This NRI Assessment includes the following: • Identification of the acreage of agriculture and non -agriculture lands, by type, included within the SRA. • A summary of the refined and updated data incorporated into the Brightshore Village NRI model. • A summary analysis and verification of the NRI scores. • Identification of the acreage of lands, by type, within the SRA that have an NRI value greater than 1.2. • An analysis of how the Brightshore Village NRI scores compare to those in the original Baseline model. • Demonstrates compliance with the Suitability Criteria contained in Section 4.08.07.A.1. This SRA Designation Application involves the designation of 681.5± acres as the Brightshore Village SRA located in Sections 18 and 19, Township 48 South, Range 28 East, Collier County (Exhibit 1). The location and extent of Brightshore Village is indicated on Exhibit 2. Brightshore Village is located within lands designated as "Open" on the adopted RLSA Stewardship Map and does not encroach into any Flow -Way Stewardship Area (FSA), Habitat Stewardship Area (HSA) lands, or Water Retention Area (WRA) as illustrated in Exhibit 3. Brightshore Village is not within the Area of Critical State Concern (ACSC). The subject property is currently dedicated to active agricultural activities (i.e., row crops and supporting infrastructure, and improved pasture) and includes two internal water management cells comprised of exotic vegetation (i.e., primarily Brazilian pepper (Schinus terebinthifolius). The acreages of agriculture land uses on the Project site are depicted in Exhibit 4. Listed species data from Florida Fish and Wildlife Conservation Commission indicates no occurrences of Florida panther (Puma concolor coryi) telemetry points within the SRA boundary. 2.0 NRI ASSESSMENT METHODOLOGY & DATA SETS The NRI Assessment is a Geographic Information Systems (GIS) analysis where resource values are calculated for every acre in the study area using a raster model. The raster model uses one - acre grid cells that receive a score value based on each of the six NRI Factors as defined in section 4.08.01 of the LDC. Baseline NRI values were assigned during the original Collier County RLSA P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment Assessment Study to establish the Baseline conditions. This NRI Assessment includes documentation that refines the NRI Factors from the original study using updated data. Of the six NRI Factors on the Stewardship Credit Worksheet, two factors (i.e., Land Use -Land Cover and Listed Species Habitat) are the most prone to change over time or require mapping refinements. In preparing the assessment, Peninsula Engineering (PEI) obtained updated data sets, where available, to be included in the model. Table 1 depicts the data sets used for each of the NRI Factors and indicates where data has been updated from the Baseline model. Table 1. Spatial Data Sets Used in the Brightshore Village NRI Assessment Model Natural Resource Model Input GIS Data Set Source Date' Index Factors Stewardship Collier County Collier County Overlay Stewardship Stewardship Areas Collier County* 2021 * Designation Areas Collier County Collier County Stewardship Stewardship Areas Collier County 2021 Areas Proximity Conservation Collier Collier County 2021 Preserve Land Florida Managed Areas FNAI 2021 Florida Panther FWC 2021 Telemetry Wading Bird FWC 2019 Documented Listed Species Listed Species Rookeries Listed Species & Habitat Species -Specific PE 2021 Survey Results Habitat Type FLUCCS PE 2021 Soils/Surface Water Soils Soil Survey of Collier USDA-NRCS 1990** County Restoration N/A N/A N/A N/A Potential 2 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment Table 1. (Continued Natural Resource Model Input GIS Dataset Source Date' Index Factors Land Use/Land Land Cover FLUCCS PE 2021 Cover FLUCCS — Florida Land Use, Cover and Forms Classification System FNAI — Florida Natural Areas Inventory FWC — Florida Fish and Wildlife Conservation Commission USDA-NRCS — United States Department of Agriculture Natural Resources Conservation Service * WRA and HSA boundaries along the perimeter of the Project were revised to reflect SSA boundary where SRA and SSA boundaries are coincident (see Section 2.1) ** Digital NRCS soil data was downloaded from the NRCS web site in 2021 to generate the soil maps used in generating the baseline and present-day maps. The 2021 linework varies slightly from the more coarse linework in the 1990 NRCS data set resulting in small differences in raster scoring between the original baseline soils mapping and the baseline soils map included in this assessment. 'Years in bold indicate updated data set 2.1 Stewardship Overlay Designation As part of the establishment of the RLSA, the stewardship overlay was established to designate land within the RLSA as FSA, HSA, WRA, or Open. In anticipation of the potential for Brightshore Village lands to be designated as SRA, the outer toe of slope of the agricultural perimeter berm encompassing land representing Brightshore Village was surveyed in 2002 using submeter Trimble GPS to establish the boundary between SSA and SRA such that no FSA, HSA, or WRA encompassed by SSA 13 areas would overlap with the SRA. Exhibit 3 illustrates the SRA/SSA boundary that was established during development of the RLSA program. It was recorded in the County record as BCl/BCP/SI SSA 13. The WRA and HSA areas, obtained from the Collier County GIS data, were refined so that they would not extend beyond the limits of SSA 13 where they shared a common boundary with Brightshore Village SRA. 2.2 Proximity The Proximity Index Factor also utilizes the Collier County Stewardship Areas. The same refined dataset used for the Stewardship Overlay Designation Index Factor was used for the Proximity Index. In addition, the Conservation Collier and Florida Managed Areas datasets were used to determine the proximity of private or public preserve land. 3 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment 2.3 Listed Species Habitat The Listed Species Habitat Index values are based on the intersection of documented listed species observations and land cover that is identified as preferred or tolerated by that species. The Baseline model used Land Use -Land Cover mapping from the Stage 1 Report. While this mapping was generally accurate at the regional/planning scale, ground- truthing by PE in 2021 refined the base information to reflect project -scale mapping to support this application. In short, the extent of type of agricultural operation that existed in 2002 has not changed since that time. Exhibits 2A and 2B illustrate that the land use in 2021 (Exhibit 2A) and the land use in 2004 (Exhibit 213; shortly following Baseline land use modelling). However, there are small differences in Baseline FLUCCS mapping and current conditions — two are attributable to exotic vegetation infestation over time and one appears to be a mislabeling of existing conditions at Baseline (clearly, the agricultural shop and warehouse are not exotic monoculture as mapped). As noted in Section 2.1, the Project limit, where it is coincident with the limits of SSA 13, is represented by the outer toe of slope of the agricultural perimeter berm. The refined Florida Land Use, Cover and Forms Classification System (FLUCCS) mapping for the Brightshore Village SRA reflects that border and is presented in Exhibit 4. The Documented Listed Species datasets were updated to include the current listed species occurrence data, and current Florida panther telemetry was obtained from the Florida Fish and Wildlife Conservation Commission website. In addition, the results of multiple listed species surveys conducted by PE in 2021 were incorporated. A map of the updated listed species occurrences, listed species records, and Florida panther telemetry points is provided as Exhibit 5. 2.4 Soils/Surface Water The U.S. Department of Agriculture Natural Resources Conservation Services (USDA- NRCS) soils map for Brightshore Village is provided in Exhibit 6. This data set has not changed since the Baseline model; however, the linework downloaded from the NRCS web site in 2021 is more fluid and slightly different from the more coarse linework of the 1990 NRCS mapped soil boundaries. As a result, even though soils mapping has not been updated or revised, the slight variations in digital representation along their limits have resulted in slight differences between the original baseline mapping and the baseline mapping generated in this assessment. 2.5 Restoration Potential Restoration Potential is one of the six NRI factors in an NRI Assessment. However, this index factor is assigned only during an SSA designation process if appropriate and was not assessed in the Baseline model. As this application and NRI Assessment is for an SRA, this NRI Factor was not incorporated into the Brightshore Village NRI Assessment. 0 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment 2.6 Land Use/Land Cover As mentioned in Section 2.3, the updated FLUCCS mapping conducted by PE was utilized for the Land Cover and Listed Species Habitat data sets in the Brightshore Village NRI Assessment. 3.0 NRI ASSESSMENT The following section summarizes the results of the Brightshore Village NRI Assessment and analyzes how the results of this assessment compare to that of the Baseline assessment results from the Collier County RLSA Assessment Study. It is worth noting that while the Brightshore Village NRI Assessment was conducted for the proposed SRA boundary, the Baseline assessment was conducted for the entire RLSA area. Due to the way the six factors are applied and scored, and since the on -site and off -site land uses from the Baseline to today have not meaningfully changed, there are few realized changes in scoring. 3.1 Stewardship Overlay Designation In the assessment for Brightshore Village, there are no lands designated as FSA, HSA, WRA, or ACSC within the Project. Therefore, the entire SRA received a score of 0 for this NRI Factor (Exhibit 7A). This matches the scoring for this area in the Baseline assessment (Exhibit 713). 3.2 Proximity For the Proximity Index, the Brightshore Village SRA boundary is within 300 feet of an HSA along portions of the northern Project boundary. Cells that were within the 300- foot distance from the HSA scored 0.3; the remainder of the SRA scored 0 (Exhibit 8A). These scores are also supported by the Baseline assessment (Exhibit 8B) since the SSA boundary had not changed in the interim. The public preserve land owned by the South Florida Water Management District located to the northwest of the Project is greater than 300 feet from the Project and does not affect its scoring. 3.3 Listed Species Habitat During the 2021 listed species surveys, several listed wading bird species were observed foraging within flooded row -crop fields and within and adjacent to internal agricultural ditches that were in the process of being mechanically cleaned/excavated in preparation for planting of the next seasonal crops. American alligators were observed within the agricultural ditches. The agricultural fields and ditches are not considered preferred or tolerated for the panther, alligator, or the observed wading birds. Additionally, when panther telemetry locations were updated to reflect current conditions, none of the new telemetry points fell within preferred panther habitat that had not already been mapped as such in the Baseline mapping. Therefore, like the Baseline condition, the current - conditions Listed Species Habitat Index for Brightshore Village scored 0 (Exhibits 9A and 9B). 5 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment 3.4 Soils/Surface Water For the Soils/Surface Water Index Factor, the Brightshore Village assessment received scores ranging from 0, for non-hydric soils, to 0.3 for Flats (Transitional) soils (Exhibit 1 OA). This scoring is consistent with the Baseline assessment (Exhibit 1 OB) since soil mapping has not changed during the interim. 3.5 Restoration Potential This index factor is assigned only during SSA designation, if appropriate, and was not assessed in the Baseline model. As this application and NRI Assessment are for an SRA, this NRI Factor was not incorporated into the Brightshore Village NRI Assessment. 3.6 Land Use/Land Cover In the Baseline Land Use/Land Cover Index Factor, the Brightshore Village assessment received two scores of 0.4, as it contained two small Group 1 FLUCCS code areas. The remainder of the Project was entirely Group 3 FLUCCS Code scoring a value of 0.2 (Exhibit I IA). With the exception of a single cell encompassing a cypress dome (FLUCCS 621) located within the improved pasture in the southeastern quadrant of the property (which was not included in Baseline FLUCCS mapping), the remainder of the existing conditions land use map was scored 0.2, reflecting transition of the Baseline condition score of 0.4 to that of exotic monoculture scoring 0.2 (Exhibit I IB). Differences between the two assessments are due to the use of ground-truthed and refined FLUCCS mapping conducted by PE in 2021. 3.7 Final Assessment The final model result is calculated by summing the raster cells for each of the NRI Factors. The Brightshore Village assessment, including both Baseline and existing conditions, demonstrates that no land within the SRA boundary carries an NRI value greater than 1.2. Existing condition NRI scores range from 0.2 to 0.6 (Exhibit 12.A). The Baseline model cells are in agreement with the existing conditions Brightshore Village assessment (Exhibit 12B). Areas where existing condition scoring in the Brightshore Village assessment diverges from the original 2002 Baseline assessment were primarily due to correction of the WRA/HSA boundaries and the resulting adjustment of the agricultural FLUCCS boundary to match the Project limits. Once the WRA and HSA overlays were corrected to match the more accurate and recorded SSA limits, and the agricultural FLUCCS were adjusted to match as well, the Baseline and current condition NRI scoring differed only where exotic vegetation coverage expanded. In neither model did any raster cells approach or exceed a value of 1.2. The Brightshore Village NRI Assessment scores are presented graphically in Exhibit 12A and in tabular format in Exhibit 13. G P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment 4.0 NRI RESULTS SUMMARY The NRI Assessment for the proposed Brightshore Village SRA has been prepared with updated and refined datasets to reflect current site conditions. Baseline NRI values were assigned during the original Collier County RLSA Assessment Study to establish Baseline conditions. However, they were scored using WRA and HSA GIS data that did not coincide with recorded SSA 13 limits. As a result, the original Baseline included occasional cells immediately inside the perimeter of the Project that scored artificially higher than appropriate. By adjusting the WRA and HSA limits to match the recorded SSA 13 limits, where those limits also matched the Project limits, the artificially elevated NRI scores along that common boundary were corrected and the current -condition index factor scores are in agreement with the Baseline condition. This NRI Assessment for the Brightshore Village SRA indicates that there are no NRI scores within the Project approaching or exceeding a score of 1.2. Additionally, the Project is of sufficient size to accommodate the planned development; has direct access to an arterial road; is contiguous with but does not encroach into an HSA; provides sufficient buffering to the HSA; and provides greater that the minimum open space in accordance with the Suitability Criteria contained in Section 4.08.07 A.1. of the LDC. 7 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment EXHIBIT 1 PROJECT LOCATION MAP P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment EXHIBIT 2A & B 2021 and 2004 AERIALS WITH BOUNDARY P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment I. r. U N' .� - -- - Mam HMO J PROJECT BOUNDARY (TYP) 2 IMMOKALEE RD 0 259 500' t000' 200p' 3060' PEN INS �A Por, ENGINEMN BARRON COLLIER oa �bY BRIGHTSHORE 2021 AERIAL WITH ANTONS°"�°�R PARTNERSHIP, D—ng-1.: 09-001 VILLAGE BOUNDARY LLLP R P001-X0 ,D02BN _ N.m�.ABCP-009-001-X03-002BN GX03-2 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment G PROJECT BOUNDARY (TYP) IMMOKALEE RD 0 259 5000 10W 2DO 3060' PQ o1 BRIGHTSHORE VILLAGE 2004 AERIAL WITH BARRON COLLIER oae PARTNERSHIP, ore. gsa.: ooQ BOUNDARYmee. P-Mcp-oo�ooi LLLP-�mRABCP-009-001-x03-003BN C-X03-3 03 07 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment EXHIBIT 3 AERIAL WITH STEWARDSHIP OVERLAY P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment a 500lo00' 200o• 4000 soon• LEGEND WATER RETENTION AREA MRA( LIMITS —. HABITAT STEWARDSHIP AREA (HSA)UNITS SFWMD STATE OWNED LAND — — — 300' OFFSET OF HSA! SFWMD STATE OWNED LAND rcr- BRIGHTSHORE VILLAGE ROTES: 1. THE 300' OFFSET FROM STATE-OWNED PUBLIC PRESERVE LAND DOES NOT OVERLAP PROJECT. 2- WHERE COINCIDENT, WRA AND HSA LIMITS ADJUSTED TO MATCH LIMITS OF SSA 13 AS PHYSICALLY DESCRIBED IN EXHIBIT A OF RESOLUTION 2009-302 AS RECORDED IN THE COUNTY RECORD. AERIAL WITH BARRON COLLIER e.�"b,.CHA ER STEWARDSHIP PARTNERSHIP, o.�.m 1s : r oa P-AHcP-oo&Doi OVERLAY LLLP u�m pBCP-009-001-X01-004ST C-X03-4 04 67 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment EXHIBIT 4 AERIAL WITH FLUCCS MAP P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment 0 259 5OU 1000 2ON 3600' LEGEND PARCEL BOUNDARY Rl1CC5 L1— a� c1 BRIGHTSHORE VILLAGE LUC FCODE DESCRIPTION AREA Q 211 IMPROVED PASTURE 14.0 Q 211H IMPROVED PASTURE - HYDRIC 21 1 214 ROW CROPS 634.0 422 BRAZILIAN PEPPER 44 619 EXOTIC WEI]-AND HARDWOODS 7.1 621 CYPRESS 09 Gal AERIAL WITH I BARRON COLLIER FLUCCS PARTNERSHIP, LLLP -AN— SCHAFFER o —g spa.: �uw oon P-ABCP-009-0DI --WABCP-009-001-X03 005FL C-X03-5 05 07 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment EXHIBIT 5 DOCUMENTED LISTED SPECIES LOCATIONS (2021 SURVEYS) P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment LISTED SPECIES SURVEYS CONDUCTED AUGUST 13, 23, 26, 2021 OBSERVED WADING BIRDABUNDANCE TEMPORARILY ELEVATED DUE TO ONGOING FARM PRACTICES (FIELD FLOODING AND DITCH MAINTENANCE). PANTHER TELEMETRY BASED ON FFWCC DATABASE FROM FEB. 1981 - UNE 2U20. PQ cT BRIGHTSHORE VILLAGE 211 211Hz�, 211 621 1MMOKALEE RD - AERIAL PHOTOGRAPHY COPYRIGHT OF 0 250' S00 1DD0 par ca COLl—PROPERTY APPRAISER 2D21 LISTED SPECIES LEGEND ® FLORIDA SAND HILL CRANE (SHC} ® REDDISH EGRET (RE) ROSEATE SPOONBILL(RS) AMERfCAN ALLIGATOR (AA) TRICOLORED HERON (TH) ® FLORIDA PANTHER (FP) WOODSTORK(WS) ® BALD EAGLE (BE) psi LITTLE BLUE HERON(LBH) LISTED SPECIES LOCATIONS BARRON COLLIER PARTNERSHIP, LLLP ®^er - P-ABCP-o09-ooi �mef3-ABCP-DD9-901-X03-OOGLS C-X03-6 O6 07 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment EXHIBIT 6 SOILS MAP P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment T"� T 0 25P 5001000 2000' 3" LEGEND PARCEL BOUNDARY 561L5 LIMITS r� c1 BRIGHTSHORE VILLAGE FLUCCS CODE DESCRIPTION S CLASSIFICATION 3 MAABAR FINE SAND VIA FLATS (TRANSITIONAL) 7 1MMOKALEE FINE SAND NON-HYDRIC U MYAKKA FINE SAND NON-HYDRIC 1c OLDSMAR FINE SAND, LIMESTONE SUBSTRATUM NON-HYDRIC 16 OLDSMAR FINE SAND NON-HYDRIC 1 29 WABASSO FINE SAND NON-HYDRIC 11nE. WNEwcuEH—suL,•urr. I.. I. . n. BARRON COLLIER SOILS NEAP PARTNERSHIP, oaw osa.: urooQ P-ABCP-009-001 LLLP >vGABCP-009-001-KO}00790 C-X03-7 oz m P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment EXHIBIT 7 STEWARDSHIP OVERLAY DESIGNATION INDEX P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment 772, sriM', - i Legend Property Boundary NRI Grid Stewardship Overlay 0 PENINSULA i.; ENGINEERING MM aoie.,, o•w P.. Na PW rLbWos PROJECT. EMISIT DESC: BRIGHTSHORE VILLAGE EXHIBIT 7A. STEWARDSHIP DESIGNATION INDEX Soo 1,000 o Fe NOTES: P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment Nate: Aerial imagery "inetl from 2021 Evi - Legend .. . ............................. Properly Boundary NRl Grid - Baseline Stewardship Overlay - 0 I soa i,00a l � Fee � PROJECT. EIWIBIT DESC: NOTES.- P E N j NI S lJ f� BRIGHTSHORE VILLAGE EXHIBIT 78. BASELINE - ,- ENGINEERING � STEWARDSHIP DESIGNATION INDEX MM cote.•, G- P..k Napi•s. P� aetnos —se- .—, mi -1 1—.,w P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment EXHIBIT 8 PROXIMITY INDEX P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment !aa ti ht' r ay 71{L irF1r� w� e ti. Aa• %� y ote: Aenal imagery ttained from 2C21 Fsd ,13IS Map Service. , Legend Property Boundary NRI Grid Proximity_Indices 0 0.3 VENINSULA ENGINEERING' MWG.ld.n Gaze Parkway N.m.a rLMIGM PROJECT: EXHIBIT OESC, BRIGHTSHORE VILLAGE EXHIBIT 8A. PROXIMITY INDEX 500 1 r NOTES. P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment t Aj ,fttfoaa% � � it • 5 .a+1.. 4 dL Ar , k «► ote: Aenal imagery [Wined from 2C21 Esd cGiS Map Service. t Legend © Property Boundary NRI Grid - Baseline Proximity_Indices 0 C.3 � N SOQ 1,000 � Fee PROJECT: E%MST CESC. NOTES. P E N I N $ it L A .- BRIGMTSHORE VILLAGE EXHIBIT 8B. BASELINE - ENGINEERING""' PROXIMITY INDEX zero�ole.� ox. �,xway P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment EXHIBIT 9 LISTED SPECIES HABITAT INDEX P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment Y � y 1 At►. fll r �..•. -r� R . 7, aL �•p* Aeml imagery -o-, ed from 2C21 Br; r 'A'Gll M" SeNice. r1 Legend i= Property Boundary NRI Grid Jsted_Species_ Indices 0 FENINSU1-All .. ENGINEERING' 4 zsro�aie.� oa<. aarxway N.r1.s,_FLYtIIS—atlas FL�to2 500 1 PRCJ=. —181T CESC. NOTES. BRIGHTSHORE VILLAGE EXHIBIT9A. LISTED SPECIES HABITAT INDEX P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment w ote: Aerial imagery .•• buinM from 2C21 Esn rcG1S Map Service. Legend i= Property Boundary NRI Grid - Baseline Listed_Species_Indices 0 500 1,000 � Fee PROJECT: EMIRT CESC. NC ES P E J I_ A BRIGHTSHORE VILLAGE EXHIBIT 9B. BASELINE FENI N S - NEERING'� LISTED SPECIES HABITAT ENGIINDEX zero�.Ie.� oae. a.,xway "awl P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment EXHIBIT 10 SOILS/SURFACE WATER INDEX P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment rr4 - - Y1 • •.d+4 r. .. +4� Legend i= Property Boundary NRI Grid Soils Surface Waters 0 0.2 500 1,000 PROJECT: E%FiI61T DESC. NOTES. P E N I N$ it I_ A BRIGHTSHORE VILLAGE EXHIBIT 10A. ENGINEERING SOILS! SURFACE WATER INDEX zero�ole.� ova aa,xw.y P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment „V IL all -- T-7, .yM .ate_ ote: Aerial imagery trained ham 202t Fsri rcGIS Map SeNice. Legend © Property Boundary NRI Grid - Baseline .... Soils Surface Waters 0 t� O.z 500 1,000 f Fee NOT -PROJECT: E 1111T C— SHORE VILLAGE EXHIBIT 108, BASELINE - P E N E SOILS I SURFACE WATER ENGINEERING IL INDEX zsro�oie.e oae. a•,xway P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment EXHIBIT 11 LAND USE/LAND COVER INDEX P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment ! .a' +. y . . I ote: Aerial imagery ttained from 2621 Evi r ArcG1S Map Service. Legend # Pr a Boundary o � ;w NRI- Land _Use _Land Cover 0.2 0.4 _ ` r SOQ 1,000 Fee PROJECT: BRIGHTSHORE VILLAGE E1 181T DESC. EXHIBIT 11A. NOTES. P E N I N ENGINEERING'4 LAND LAND COVER zero�ole.� o�" aa,xway INDEXUSEI P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment cGIr Gervice.� Y � Legend i= Property Boundary NRI Grid - Baseline Cover 6LandUseLand Soo1,OD0 � Fee P E N I N S U L A PROJECT: BRIGHTSHORE VILLAGE EMI TOES'-. EXHIBIT 97B. BASELINE - NOTES. ENGINEERING+ LAND USE f LAND COVER INDEX zero�oie.� oxa �,x,�y P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment EXHIBIT 12 FINAL NRI ASSESSMENT P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment r - ..�4 ♦,BSI. ote:Aerial imagery , trained fr 2C21 Bri tls Map SeNice. Legend Property Boundary NRI Grid Total 0.2 0.4 0.5 0.6 VENINSUI A ENGINEERING MWG,1d,, Gate Parkway N..- rLMIGM PROJECT: I E*1181T OESC: BRIGHTSHORE VILLAGE EXHIBIT 12A. FINAL NRI ASSESMENT 500 1 r NOTES. P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment 'ryi � •��. 7r11 •� � 1 T �I A tea+ ••* � Legend © Property Boundary NRI Grid - Baseline' . Total 0.2 0. 0.5 ' 500 1,000 1Fee PROJECT: EMS OE3C. NOTES. PE N I N $ it I_ A BRIGHTSHORE VILLAGE EXHIBIT 12B. BASELINE - ENGINEERING'4 FINAL NRI ASSESM ENT zsro�°ie.� o°e. a.rxw°y P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment EXHIBIT 13 SRA NATURAL RESOURCE INDEX VALUES P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment BRIGHTSHORE VILLAGE SRA NATURAL RESOURCE INDEX VALUES NRI Value Percent of Total SRA Acreage Total Acres 0.0 0.0% 0 0.1 0.0% 0 0.2 90.9% 619 0.3 0.0% 0 0.4 2.2% 15 0.5 6.8% 46 0.6 0.1 % 1 0.7 0.0% 0 0.8 0.0% 0 0.9 0.0% 0 1.0 0.0% 0 1.1 0.0% 0 1.2 0.0% 0 1.3 0.0% 0 1.4 0.0% 0 1.5 0.0% 0 Totals 100.0% 681 Totals NRI >1.2 0.0% 0 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\NRI Assessment Exhibit C to Resolution STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT BRIGHTSHORE VILLAGE SRA THIS STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT (hereinafter referred to as the ("Agreement") is made and entered into this day of , 2022, by and between COLLIER COUNTY, a political subdivision of the State of Florida, hereinafter referred to as "County" whose mailing address is the Harmon Turner Building, 3299 East Tamiami Trail, Naples, Florida 34112, and Hogan Farms, LLC., a Florida limited liability Company, hereinafter referred to as "Owner", whose mailing address is 2600 Golden Gate Parkway, Naples, FL 34105, for the purpose of designating the number of "Stewardship Sending Area" (SSA) Credits consumed in the designation of Brightshore Village as a Stewardship Receiving Area and the source of those SSA credits pursuant to Section 4.08.07.C.11 of the Collier County Land Development Code (LDC). RECITALS 1. Owner has applied for SRA designation for Brightshore Village and said SRA is approximately 681.5 acres in size. 2. The County has reviewed the SRA Designation Application, along with all support documentation and information required by Section 4.08.07 of the LDC and determined that SRA designation for the Brightshore Village is appropriate. 3. The County and Owner have reached agreement on the number of Stewardship Sending Area (SSA) Credits required to be utilized for such designation. 4. The County and Owner agree that this SRA Credit Agreement is in compliance with and fully meets the requirements of the Collier County Growth Management Plan and LDC. NOW THEREFORE in consideration of the above premises and the expenditure of credits and authorizations granted hereby and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: Brightshore Village SRA Credit Agreement - SSA 6 Clean (7-27-2022) 1. Owner is hereby utilizing and transferring 5,198.4 Stewardship Credits (Credits) which shall be applied to the SRA land described in Exhibit "A" in order to carry out the plan of development on the 681.5 acres proposed in the Brightshore Village Development Document and summarized hereinafter. 2. Exhibit "A" is the legal description of the 681.5 acres that constitute the Brightshore Village SRA. 3. Attached hereto is Exhibit `B" the Brightshore Village Master Plan which depicts the land uses within the SRA. Also attached as Exhibit "C" is the Brightshore Village Land Use Summary which identifies the number of residential dwelling units, gross leasable square footage of retail and office uses, and the other land uses depicted on the Brightshore Village Master Plan. 4. Pursuant to Section 4.08.07.B.2 of the LDC, the designation of a SRA requires eight Stewardship Credits to be transferred to an SRA in exchange for the development of one acre of land within Brightshore Village. Owner is transferring enough credits to allow development on 649.8 acres, since 31.7 acres of public benefit use area does not consume Credits. Once credits are transferred, they may not be recaptured by Owner. 5. Owner will be utilizing credits generated from Stewardship Sending Area 6 in the amount of 5,198.4 Credits. 6. Pursuant to Resolution No. , the County has approved Brightshore Village as an SRA consisting of 681.5 acres and has approved the Brightshore Village Master Plan and Development Document. 7. Applicant and Owner acknowledge that development of SRA land may not commence until a SRA Credit Agreement Memorandum is recorded with the Collier County Clerk of Courts. 8. This Agreement may only be amended by written agreement of all the parties hereto. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their duly authorized officers or representatives and their official seals hereto affixed the day and year first written above. Brightshore Village SRA Credit Agreement - SSA 6 Clean (7-27-2022) Attest: CRYSTAL K. KINZEL, Clerk , Deputy Clerk APPROVED AS TO FORM AND LEGAL SUFFICIENCY: BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA William McDaniel, Chairman By: Assistant County Attorney WITNESS: Hogan Farms, LLC, a Florida limited liability company By: Barron Collier Corporation Its: Manager (Signature) By: David B. Genson, Vice President (Print full name) (Signature) (Print full name) STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Receiving Area Credit Agreement was executed before me this day of , 2022, by means of physical presence or online notarization, by David B. Genson, as Vice President of Barron Collier Corporation, Manager of Hogan Farms, LLC, who is personally known to me or who has produced as identification. (SEAL) Notary Public Print Name Certificate No. My Commissioner Expires Brightshore Village SRA Credit Agreement - SSA 6 Clean (7-27-2022) SRA CREDIT AGREEMENT EXHIBIT "A" LEGAL DESCRIPTION OF BRIGHTSHORE VILLAGE SRA Legal Description Of part of Sections 18 and 19, Township 47 South, Range 28 East, Collier County, Florida (Hogan Oaks West) All that part of Sections 18 and 19, Township 47 South, Range 28 East, Collier County, Florida, being more particularly described as follows: BEGINNING at the Southwest corner of Section 19, Township 47 South, Range 28 East, Collier County, Florida, thence along the West line of said Section 19, North 00033'31" West 5,270.74 feet to the Northwest corner of said Section 19; Thence North 89045'17" East 334.22 feet; Thence North 69°40'33" East 50.52 feet; Thence North 00°56'08" West 670.62 feet; Thence North 08052'06" West 331.28 feet; Thence North 20054'48" East 142.49 feet; Thence North 62°14'48" East 1,355.44 feet; Thence South 65052'47" East 954.64 feet; Thence South 70001'14" East 119.08 feet; Thence South 63039'15" East 628.77 feet; Thence North 40°34'56" East 32.99 feet; Thence North 23038'28" East 362.36 feet; Thence North 48050'20" East 54.54 feet; Thence South 66001'50" East 199.07 feet; Thence South 50025'20" East 954.27 feet; Thence South 18052'22" East 748.23 feet; Thence South 83010'21" East 306.85 feet; Thence South 01 004'51" East 317.74 feet; Thence South 00049'55" East 322.25 feet; Thence South 06024'15" East 262.61 feet; Thence South 07019'29" West 501.06 feet; Thence South 01 008'37" East 195.96 feet; Thence South 10000'20" West 569.45 feet; Thence South 23028'05" West 264.33 feet; Thence South 04025'45" West 627.49 feet; Thence South 18015'57" East 240.55 feet; Thence South 10016'07" East 189.28 feet; Thence South 07036'19" East 254.95 feet; Thence South 05042'25" West 41.75 feet; Thence South 04038'57" West 44.03 feet; Thence South 04038'58" West 320.97 feet; Thence South 19059'54" West 103.00 feet; Thence South 20059'47" West 58.20 feet; Thence South 20048'49" West 35.19 feet; Thence South 24049'22" West 151.37 feet; Thence South 24052'40" West 90.30 feet; Brightshore Village SRA Credit Agreement - SSA 6 Clean (7-27-2022) Thence South 36'52'12" West 337.31 feet; Thence South 01 °41'16" West 574.06 feet; Thence South 08°29'08" East 37.23 feet; Thence South 89039'03" West 690.88 feet; Thence 393.04 feet along the arc of a circular curve concave North having a radius of 2,814.93 feet through a central angle of 08°00'00" and being subtended by a chord which bears North 86020'57" West 392.72 feet; Thence North 82020'57" West 337.32 feet; Thence 406.15 feet along the arc of a circular curve concave South having a radius of 2,914.93 feet through a central angle of 07°59'00" and being subtended by a chord which bears North 86020'27" West 405.82 feet; Thence South 89°40'03" West 2,367.68 feet to the POINT OF BEGINNING. Containing 681.45 acres, more or less. Subject to easements and restrictions of record. Brightshore Village SRA Credit Agreement - SSA 6 Clean (7-27-2022) SRA CREDIT AGREEMENT EXHIBIT `B" BRIGHTSHORE VILLAGE SRA MASTER PLAN QaQ Jifflil Jz '� OCi dz fir. W �yWji k ,j �_ W U ZZ J f( V7 J Z wU z�.'G J W QW `2 U) Q Q �onSS �S'FiS� W Q W �% v Wz ❑ � �m W Ulu m4 �rc m— a h x o�aF Q W a rc °w y Y ...... N Sr F n w c •♦• W O O 2S O a LL / Y •••YYYY..Y� O it m J "� LLI W W 9 mZ a c 9 w A fs'J lj I� [up �Z 7 I Z z Y r S > w' =wFa i l � Wz F O 1 K ,f z WQ h U.. I yx o wo 0 mzF� w� 5dz ozzQ Mt7 2a ox w p y eoo� !' = Aso W ce ;zw _ �z a ;a sw 3 w 0 LLI w�= op 0 op =o LL W J OpFa i�il Z a Z —w W , m as aa�a�wwr T-II- T _ _ Brightshore Village SRA Credit Agreement - SSA 6 Clean (7-27-2022) SRA CREDIT AGREEMENT EXHIBIT "C" Land Use Summary Use Density or Intensity Residential Up to 2,000 Dwelling Units Neighborhood Commercial Min. 106,000 square feet/ Max.120,000 square feet Civic, Governmental, Institutional Min. 20,000 square feet Indoor Self -Storage Max. 100,000 square feet Senior/Group Housing Max. 300 Units • Brightshore Village SRA contains 681.5± acres. • Brightshore Village contains approximately 46.7± acres of active and passive parks and community green space, exceeding the requirement to provide at least 1 percent of the Village gross acreage (6.8 acres, rounded), in the form of Parks & community Green Space. • Brightshore Village provides 31.7± acres of community parks accessible to the public, which qualifies as public benefit use area. • Brightshore Village provides 274.7± acres of open spaces (40± percent) of Open Space. • Total acreage requiring stewardship credits is 649.8 acres (total Village acreage excluding public use acreage). • At required 8 Stewardship Credits per acre, 5,198.4 Stewardship Credits are required. • Brightshore Village SRA does not include lands within ACSC Overlay. • Brightshore Village SRA does not include lands designated Flowway Stewardship Area (FSA), Habitat Stewardship Area (HSA) or Water Retention Area (WRA). Brightshore Village SRA Credit Agreement - SSA 6 Clean (7-27-2022) AGREEMENT TO PROVIDE POTABLE WATER, WASTEWATER AND IRRIGATION WATER UTILITY SERVICES THIS INTERLOCAL AGREEMENT ("Agreement") is made and entered into this day of , 2022 by and between the Board of County Commissioners of Collier County, Florida, acting ex-officio as the Governing Board of the Collier County Water -Sewer District (hereinafter referred to as the "CCWSD"), and Hogan Farms, LLC (hereinafter referred to as "Landowner"). RECITALS: WHEREAS, the CCWSD provides water, wastewater and irrigation water service (collectively known as "utility services"), in an economical and environmentally beneficial manner to much of the unincorporated area of Collier County; and WHEREAS, the Landowner wishes to obtain utility services for approximately 2,000 residential units, amenity, and up to 140,000 square feet of commercial and civic uses from the CCWSD; and WHEREAS, this Agreement is intended to reduce to writing the terms and conditions between the CCWSD and the Landowner as to the exclusive provision of utility services by the CCWSD within the Brightshore SRA. NOW, THEREFORE, the CCWSD and the Landowner agree as follows: The foregoing recitals are true and correct and are incorporated herein by this reference. 2. The Landowner shall construct and pay for potable and irrigation quality water mains and wastewater facilities within the Brightshore SRA development including but not limited to gravity sewers, wastewater force mains and pump stations, CCWSD utility communication fiber optic cable inside conduit, and a community pump station and convey such facilities to the CCWSD in the manner provided in the applicable CCWSD policies and County ordinances, including but not limited to Ordinance No. 2004-31, as amended, otherwise known as the Collier County Utilities Standards and Procedures Ordinance (the "Utilities Standards Ordinance"), all of which as may be amended by the Board of County Commissioners from time to time. 3. The CCWSD shall construct potable water transmission mains, wastewater force mains and irrigation quality water (IQ) transmission facilities from the CCWSD utility site to the Point of Connection for Brightshore SRA which shall be available to serve Brightshore SRA's demand by the anticipated "Service Date" including all FDEP certifications, and will continue to be able to serve the Brightshore Village in accordance with its development schedule as defined in Exhibit A. The anticipated "Service Date" is currently January 6, 2024, but may be subject to change due to supply chain issues. The CCWSD fully supports the developer to construct [22-UFO-00131 /1747048/1 ] CAO �4 required infrastructure in anticipation of available utility selA ices and will support the application of FDEP permits for the development project. 4. The Point of Connection shall be at the southeast corner of the Brightshore Village SRA, as generally depicted on Exhibit B. 5. The CCWSD agrees to provide the necessary potable/fire water design flows at a minimum pressure of 60 psi in the potable water system at the Developer's Point of Connection by the anticipated "Service Date." 6. The Developer will reserve approximately 5.0 acres as generally depicted on Exhibit C for CCWSD use. CCWSD will provide a minimum of 30 days' notice of intent to purchase the property. Upon receipt of payment by CCWSD, the Developer shall convey to the CCWSD the property in fee simple, free, and clear of all liens and encumbrances, by warranty deed, the form of which shall be substantially similar to the form attached hereto as Exhibit D and subject to approval by the County Attorney's Office. The Developer will be responsible for paying any and all costs of any title work and searches and shall be responsible for all costs for promptly removing or curing any liens, encumbrances on deficiencies revealed in any title work. The Developer will promptly provide the Office of the County Attorney with an executed deed, suitable for recording. Upon receipt, the County shall assume all costs associated with the recordation of the deed. The value of the land shall be determined by two accredited appraisers who are mutually agreed upon by the parties. The purchase price shall be based on the market value of the land as set aside just prior to the SRA action and shall be equal to the average of the two appraisals. The parties shall share equally in the appraisal costs. The valuation methodology for the appraisals shall be consistent with the methodology utilized for typical County right-of- way acquisition. Upon use of the property CCWSD shall install and maintain a Type B buffer along the south and west boundary. No buffer will be required on the east or north sides of this parcel. 7. The CCWSD agrees to provide a wastewater system head value of 60 psi for the projected wastewater flows at the Developer's Point of Connection by the anticipated "Service Date." 8. The CCWSD agrees to provide the necessary irrigation water design flows at a minimum pressure of 60 psi in the IQ water system at the Developer's Point of Connection by the anticipated "Service Date." An IQ water ground storage tank and/or an associated IQ water pump station may also be constructed by the CCWSD on property provided by the Landowner as growth occurs in the area. 9. The Landowner agrees to provide the IQ water distribution system basis of design for review and approval by the CCWSD to ensure reliable operation at build -out based on a minimum connection pressure of 60 psi. 10. The Landowner will require all developers in Brightshore SRA to install an internal residential IQ system to serve all areas including residential areas, common areas and the Village Center in accordance with the LDC to the Point of Connection. [22-UFO-00131 /1747048/1 ] 2y 11. The CCWSD will install IQ meters and manage and bill residents based on their IQ water consumption at the CCWSD Board approved IQ rates for the IQ service provided regardless of the CCWSD's water source(s). The developer shall pay for the cost of the IQ meter installation by the CCWSD. 12. The Landowner within Brightshore SRA agree to pre -pay water and wastewater impact fees to the CCWSD without expiration (the "prepayment") for 250 ERCs. CCWSD shall reserve water capacity equivalent to 250 ERC's and wastewater capacity equivalent to 250 ERCs. The prepayment shall be at the then current CCWSD Board approved rates for water and wastewater impact fees. Developer may use 50% of these credits per dwelling unit as each building permit is issued thereon until the development is either completed or the credits are exhausted or have been assigned as provided for in the Collier County Impact Fee Ordinance. Impact fees will be prepaid at the then current rate and Developer shall be responsible for any difference between the prepayment amount per ERC and the rate in effect at the time of building permit application submittal. 13. The prepayment shall be due no later than thirty (30) days after Landowner's receipt and acceptance of: a. An approved and non -appealable SRA for the Brightshore SRA development. b. All required and non -appealable permits from the South Florida Water Management District or any other federal or state regulatory authorities for the first phase of development associated with "c" below. c. Approval by the Board of County Commissioners of the first plat within the development. 14. This Agreement shall remain in effect until terminated by the County or the Landowner. Any party may terminate this Agreement, with or without cause, by providing written notice to the other parties prior to the date that either the CCWSD or the Landowner commit any affirmative act to construct or provide potable water, wastewater or irrigation water utility service, including but not limited to entering into an agreement hiring a contractor or a consultant to provide utility construction -related services in furtherance of this Agreement. Any attempt to terminate the Agreement once any party has incurred any expense in furtherance of fulfilling its duties under the Agreement, without the express written consent of the other parties, shall be considered a nullity. Termination shall be effective one hundred eighty (180) days after receipt of said written notice. This Agreement may be amended from time to time upon the written consent of all parties. Any amendment to the Agreement must be in writing and must be executed with the same formalities as this original Agreement. 15. NOTICES. All notices required under this Agreement shall be directed to the following offices: For the County: Office of the County Manager, 3299 East Tamiami Trail, Naples, Florida 34112. For the Landowner: David Genson/President of Development, Barron Collier Companies, 2600 Golden Gate Parkway, Naples, FL 34105. 16. INDEMNIFICATION. To the extent allowed by law, each party agrees to indemnify, [22-UFO-00131 /1747048/1 ] 3 'I A401 defend and hold harmless the other, its officers, board members, council members, agents and employees from and against any and all fines, suits, claims, demands, penalties, liabilities, costs or expenses, losses, settlements, judgments and awards and actions of whatever kind or nature, including attorney's fees and costs (and costs and fees on appeal) and damages (including, but not limited to, actual and consequential damages) arising from any negligent, willful or wrongful misconduct, knowing misrepresentation or material breach of this Agreement by such party, its officers, board members, council members, agents or employees. The foregoing indemnification shall not constitute a waiver of the CCWSD's sovereign immunity beyond the limits set forth in Florida Statutes, Section 768.28, nor shall the same be construed to constitute agreement by any party to indemnify another party for such other party's negligent, willful or intentional acts or omissions. 17. COUNTERPARTS. This Agreement may be executed in any number of counterparts, each of which shall be deemed to be an original as against any party who signature appears thereon and all of which shall together constitute one and the same instrument. 18. Recording. This Agreement shall be recorded in the Public Records of Collier County. The County shall be responsible for recording the same. IN WITNESS WHEREOF, the parties hereto have set their hands and seals the day and year first written above. ATTEST: Crystal K. Kinzel, Clerk of Courts BY: Deputy Clerk Appro dhs to rm and legality: Jeffrey , County Attorney BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY FLORIDA, AS EX-OFFICIO THE GOVERNING BOARD OF THE COLLIER COUNTY WATER - SEWER DISTRICT William L. McDaniel, Jr., Chairman ^r .. [22-UFO-00131 /1747048/1 ] 4 CAO, r- HOGAN FARMS, LLC M PRINT: TITLE: STATE OF FLORIDA COUNTY OF The foregoing agreement was acknowledged before me by means of [ ] physical presence or [ ] online notarization this day of , 2022 by , as of Hogan Farms, LLC, a Florida limited liability company, who is [ ] personally known to me or who has [ ] produced as identification. (Signature of Notary Public) (Print Name of Notary Public) [22-UFO-00131/1747048/1] 5, EXHIBIT A DEVELOPMENT SCHEDULE YEAR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Total Multi -Family SF Detached - 25 - 100 - 100 - 100 - 100 - 100 - 100 - 100 - 100 - 100 - 100 - 100 75 150 200 75 175 75 50 75 500 1,500 Total Res. 25 100 100 100 100 100 100 100 100 100 100 100 225 275 250 125 2,000 Non -Res. (sD 60,000 - 40,000 - - 40,000 - - - 140,000 i FUTURE DEVELOPMENT TRACT FUTURE { { DEVELOPMENT { TRACT w FUTURE DEVELOPMENT TRACT FUTURE DEVELOPMENT TRACT NOTES 1. LAND PLAN CONCEPT IS PRELIMINARY AND SUBJECT TO CHANGE. 2. UTILITY CONFIGURATION/LAYOUT IS CONCEPTUAL AND INTENDED FOR COORDINATION PURPOSES N ONLY. 3. PROPOSED IMPROVEMENTS IN IMMOKALEE ROAD ROW AT PROJECT ENTRANCES ARE CONCEPTUAL IAND SUBJECT TO CHANGE. BRIGHTSHORE PROPERTY BOUNDARY W RA FUTURE COUNTY 41 100' 14 POINT OF ROW LINES y CONNECTION 16" WASTE WATER 16" IRRIGATION RESERVATION ° s FORCE MAIN QUALITY WATER M N � FOR FUTURE ROW CURREN COUNTY 16" POTABLE i 30' UTILITY' CORRIDOR WATER MAIN i ROW LINE (PROPOSED COUNTY i CONCEPT) PROJECT: BRIGHTSHORE 239,403.6700 Pen-Eng.cort, Florida Engineering CA #28275 Florida Landscape CA #LC26000632 TITLE: POTENTIAL COLLIER COUNTY CONNECTION DCA EXHIBIT (B) CLIENT: BARRON COLLIER PARTNERSHIP, LLLP REVISIONS: SEC:18, 19 TWP:47S RGE: 28E No Revision: Date I Designed bv: JOHN FNGI ISH P-F- Date: SEPTEMBER 2022 Drawing Scale: 1" = 300' Project Number: P-ABCP-009 File NameP-ABCP-009-001-X26-B.dwg Sheet ID: X2 6- B Sheet Number: 02 of 03 - ' FUTURE DEVELOPMENT TRACT I FUTURE DEVELOPMENT TRACT FUTURE COUNTY ROW LINE i` M.� CURRENT COUNTY ROW LINE FUTURE DEVELOPMENT TRACT 100' RESERVATION I FOR FUTURE ROW PROJECT: PENINSULA BRIGHTSHORE 239.403.6700 Pen-Eng.corn Florida Engineering CA #28275 Florida Landscape CA #LC26000632 FUTURE DEVELOPMENT TRACT 30' UTILITY CORRIDOR (PROPOSED COUNTY CONCEPT) TITLE POTENTIAL COLLIER COUNTY PARCEL DCA EXHIBIT (C) CLIENT- NOTES 1. LAND PLAN CONCEPT IS PRELIMINARY AND 0 SUBJECT TO CHANGE, 2. PROPOSED IMPROVEMENTS IN IMMOKALEE ROAD ROW AT PROJECT ENTRANCES ARE CONCEPTUAL N AND SUBJECT TO CHANGE. I \-BRIGHTSHORE PROPERTY BOUNDARY W RA IMMOKALEE RD BARRON COLLIER PARTNERSHIP, LLLP REVISIONS: No Revision. Date: FA J m w LU 0 Q J 0 ry SEC: 18, 19 TWP:47S RGE: 28E Designed by: JOHN ENLGISH, P.E. Drawn by. IVAN TORRES Date SEPTEMBER 2022 Drawing Scale: V = 300' Project Number: P-ABCP-009 File NameP-ABCP-009-001 -X26-C. dwg Sheet ID: X26-C: ' Sheet Number: 03 of 03 f PROJECT: PARCEL: EXHIBIT D WARRANTY DEED THIS WARRANTY DEED is made this day of , 2022, by Hogan Farms, LLC a Florida limited liability company, whose address is 2600 Golden Gate Parkway (hereinafter referred to as "Grantor"), to BOARD OF COMMISSIONERS OF COLLIER COUNTY, FLORIDA AS EX-OFFICIO THE GOVERNING BOARD OF THE WATER -SEWER DISTRICT, its successors and assigns, whose post office address is 3335 Tamiami Trail East, Suite 101, Naples, Florida, 34112 (hereinafter referred to as "Grantee") . (Wherever used herein the terms "Grantor" and "Grantee" include all the parties to this instrument and their respective heirs, legal representatives, successors and assigns.) WITNESSETH: That the Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other valuable consideration, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, all that certain land situate in Collier County, Florida, to wit: See Attached Exhibit "A" which is incorporated herein by reference. Subject to easements, restrictions, and reservations of record. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all encumbrances except as noted above. IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. [22-UFO-00131 / 1746423/ 1 ] Witness (Signature) Print: Witness (Signature) Print: STATE OF FLORIDA COUNTY OF Hogan Farms, LLC a Florida limited liability company M Print Name: Print Title: The foregoing instrument was acknowledged before me by means of [ ] physical presence or [ ] online notarization this day of , 2022 by of Hogan Farms, LLC, a Florida limited liability company, who is [ ] personally known to me or who has [ ] produced as identification. (Signature of Notary Public) (Print Name of Notary Public) as [22-UFO-00131 /1746423/ 1 ] ECONOMIC ASSESSMENT Brightshore village SRA Economic Assessment Collier County Collier County Schools North Collier Fire Control &Rescue District Initial Submission: September 28, 2021 Revised December 13, 2021: Roads Revised February 25, 2022: Project Name Change and Roads Revised March 28, 2022: Roads Revised June 28, 2022: Roads Revised August 26,2022 Roads Prepared By: DEVELOPMENT PLANNING 8FINANCING GROUP, INC. BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Table of Contents EXECUTIVESUMMARY.................................................................................................................. 4 INTRODUCTION............................................................................................................................. METHODOLOGY............................................................................................................................ 6 MAJORASSUMPTIONS..................................................................................................................8 DevelopmentAssumptions....................................................................................................... 8 RevenueAssumptions............................................................................................................... Sales, Just, and Taxable Values................................................................................................ 9 PropertyTaxes....................................................................................................................... 10 ExpenditureAssumptions........................................................................................................10 COLLIERCOUNTY FISCAL IMPACTS..............................................................................................1 Collier County Operating Impacts............................................................................................1 Collier County Operating Revenue Projections.......... as @ones Base ease 86644assess sees @@**@mesa am Seats$ Sees@ Sao 11 Collier County Operating Expenditure Projections..................................................................11 Collier County Capital Impacts.... .... 06000 none Boom me I Daewoo @*Basses emseass and oesmsess so Sees onesseemsed Sees message *$@Damage me am 13 Collier County Capital Impacts by Department..................................................................... 13 COLLIER COUNTY SCHOOLS FISCAL IMPACTS....... smossasse Somme*@@ 004 me memo soessesoff some am Samoa as ease ease Demagog 988289686 24 Collier County Schools Capital Impacts.................................................................................... 24 Collier County Schools Operating Impacts............................................................................... 26 North Collier Fire &Rescue District.... base*$ **age@@ $mosses@ @$assets@ Sees mmmansoas season@ some *&@ago omega@@ of $@*season** @@@noose@ 28 North Collier Fire &Rescue Capital Impacts......................................................................... 28 North Collier Fire &Rescue Annual Operating Impacts.... 004*84 Sea a see 0000 00 as a a a 9000 0400000*$ see 0000 $00#0004 29 APPENDIX.................................................................................................................................... 30 GENERALLIMITING CONDITIONS. 6 0 6 9 a a 0 a a 5 9 1 a a a 2 5 0 0 9 a a a a I a 8 0 9 a a a a a a 0 9 a 0 a a 8 a a a a 0 0 a a a a a 1 9 0 0 a a a 2 8 5 0 a 9 0 9 a a a 8 a a 6 9 a a a 8 8 6 0 0 4 a a a 8 a a 0 9 0 a 4 / 2 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Table 1: Brightshore Village Development Programs . 0 8 a a 5 6 & 0 a # a a a a a 8 a 0 0 0 0 0 0 a a a 9 6 a 0 2 5 a a a a a a 1 0 a a 9 1 8 4 a 0 0 a 0 0 * a 0 a a * a 0 0 0 a a a 2 0 Table 2: Brightshore Village Residential Sales, Just, and Taxable Values................. 6000 No ON Sea 0000 memo@@ 9 Table 3: Brightshore Village Nonresidential Sales, Just, and Taxable Values...... 00 eta wage Sees as wasos*aooss 9 Table 4: Brightshore Village County Tax Base at Buildout..........................................................10 Table 5: Collier County Millage Rates.. mesa 06004092804 886400*00 some Sees* Passages 0*008 @BOB*$ me Doses aosoossas 10 Table 6: Brightshore Village Operating Annual Net Impact at Buildout.....................................11 Table 7: Brightshore Village Annual Operating Revenue Projections.. me @**BOB@@ @@@so 00 as @@some& 11 Table 8: Brightshore Village Annual Operating Expenditure Projections....................................12 Table 9: Brightshore Village Impact Fee Revenue for Collier County.........................................14 Table 100 Brightshore Village Regional Parks Capital Impacts. 0 a a a a a 8 0 0 0 0 a a a * a 5 8 0 a 0 9 0 R a 9 a a a 4 6 * 0 a a a a 8 8 5 0 0 0 0 a ff a a a 0 #17 Table 11: Brightshore Village Regional Parks Level of Service....................................................17 Table 12: Brightshore Village Regional Parks Indexed Capital Cost per Acre..............................17 Table 13: Brightshore Village Community Parks Capital Impacts...............................................18 Table 14: Brightshore Village Community Parks Level of Service. a a a 8 a I a t 0 a a 0 a a 8 a 9 0 0 0 018 Table 15: Brightshore Village Community Parks Indexed Capital Cost per Acre.. @goose as 35991064ass Sees 18 Table 16: Brightshore Village Law Enforcement Capital Impacts...............................................19 Table 170 Brightshore Village Law Enforcement Level of Service ............................................... 20 Table 18: Brightshore Village Law Enforcement Equipment Cost per Certified Police Officer ...20 Table 19: Brightshore Village Correctional Facilities.................................................................. 20 Table 20R Brightshore Village Correctional Facilities Capital Cost...............................................21 Table 21: Brightshore Village Correctional Facilities Indexed Cost per Resident ........................21 Table 22: Brightshore Village EMS Capital Cost...... smossansts*96 Osseo 22 Table 23: Brightshore Village EMS Capital Impact...... seem Sense so mossommoses 08*000 me staffoas Sees 22 Table 244 Brightshore Village Projected Public School Enrollment.......... weassepasse so 0*008 an @message @@@Boom 24 Table 256 Brightshore Village Projected Enrollment by School Type.. am Sea emeaffose ossaffes BONN**@@ ease 25 Table 26: Brightshore Village School Capital Costs. . a a a 8 6 0 a a 0 a a 0 a a a 0 4 a a 0 4 0 a a 6 a a a a a 0 0 9 a 8 a 9 a 0 a a 0 a 0 a a a a a 1 0 0 0 0 0 a 9 a 6 8 0 a 0 a a 25 Table 27: Brightshore Village School Impact Fee Revenue......................................................... 26 Table 280 Brightshore Village School Net Capital Impacts — Total Cash Flow Approach .............26 Table 29: Brightshore Village Local Ad Valorem School Operating Taxes at Buildout ................ 27 Table 30: Brightshore Village North Collier Fire & Rescue District Capital Impact ..........6..........28 Table 31: Brightshore Village North Collier Fire & Rescue Impact Fee Revenues .......................28 Table 32: Brightshore Village Square Footage. . 0 0 0 0 a a a a a * a 0 0 0 0 0 a a a 8 8 a a 0 6 0 a 0 0 a a a a 0 0 a a a a 8 a a 0 0 0 * a a a a 8 8 a 9 a 0 0 4 S 0 8 a 8 9 a 0 0 0 0 a a 929 Table 33: Brightshore Village Big Corkscrew Island SDA Annual Operating Impacts at Buildout29 �3 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT EXECUTIVE SUMMARY Barron Collier Companies is proposing the establishment of a Stewardship Receiving Area ("SRA") for an +/- 681.5 property located at the north of Immokalee Road, northeast of the intersection of and Redhawk Lane and Immokalee Road in Collier County, Florida. In accordance with the definition of a Village in the Rural Lands Stewardship Area ("RLSA") Overlay, Brightshore Village SRA ("Brightshore Village") is primarily a residential community with a diversity of housing types and a maximum of 2,000 dwelling units. The Village is designed to encourage pedestrian/bicycle circulation and the use of golf carts via an interconnected sidewalk and a multi -use pathway system, serving the entire Village with an interconnected system of streets. The concept plan reflects 106,000 square feet of commercial uses and 20,000 square feet of civic/institutional space. As reflected in the table below, the Brightshore Village will generate substantial tax and impact fee revenues for Collier County, the North Collier Fire & Rescue District, and Collier County Schools. The results are presented at the Project's buildout, as required. Summary Table 1: Brightshore Village Fiscal Collier County: Brightshore Village Ad Valorem Tax Base Brightshore Village Net Annual Fiscal Benefit Brightshore Village Total Annual Operating Revenues Brightshore Village Total Annual Operating Expenditures Brightshore Village Total Annual Net Operating Surplus Collier County Schools: Brightshore Village Ad Valorem Tax Base Brightshore Village Net Fiscal Benefit: Annual Ad Valorem Operating/Total Capital Revenues Annual Ad Valorem Operating/Total Capital Expenditures Annual Ad Valorem Operating/Total Capital Surplus Brightshore Village Annual Ad Valorem Tax Revenues: Collier County Collier County MSTU North Collier Fire & Rescue Collier County Schools - Ad Valorem Operating Collier County Schools -Capital Improvement Total Brightshore Village Annual Ad Valorem Tax Revenues $ 3,371,000 $ 619,000 2,695,000 355,000 $ 676,000 $ 264,000 School District $ 710,1361000 Annual Operating* Total Capital $ 2,497,000 $ 32/073/000 21497,000 321073,000 At Buildout $ 2,434,000 551,000 2,561,000 2,497,000 11066,000 $ ' 91109,000 * The Florida Legislature sets the majority of school district operating revenues through statewide equalization formulas. Source: DPFG, 2022 0 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT March 30, 2021 Operational Fair- March 30, 2022 Impact Fee Revenue Adopted Rates Share Mitigation Adopted Rates Required Facility Analysis: Roads $ 16,033,000 $ 555,660 $ 16,4801000 Regional Parks $ 41658,000 Community Parks $ 1,628,000 Law Enforcement $ 111011000 Jail $ 934,000 EMS $ 265,000 Schools $ 14,607,000 Water - Residential Only $ 61764,000 Wastewater - Residential Only $ 6,627,000 North Collier Fire & Rescue District $ 834,000 Source: DPFG, 2022 Developer Contribution Agreements ("DCAs") will be negotiated with the County prior to approval of the SRA. As demonstrated in this report, DPFG concludes that the Brightshore Village is fiscally neutral, as defined, for the following facilities as required by the Collier County Land Development Code ("LDC") Section 4.08.07 L. Summary Table 2: Brightshore Village Net Fiscal Impact Conclusions per Taxing Authority Net Fiscal Net Fiscal Required Facility Analysis Impact Required Facility Analysis Impact Collier County Collier County Schools Annual Operations: Annual Operations* Neutral General Funds Grouping MSTU Capital: Regional and Community Parks Law Enforcement Jail EMS Positive Capital Neutral North Collier Fire &Rescue District Positive * The Florida Legislature sets the majority of school district operating revenues through statewide equalization formulas. Source: DPFG, 2021 5 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT INTRODUCTION An Economic Assessment is required as part of the Stewardship Receiving Area ("SRA") Designation Application Package, and each SRA must demonstrate that its development, as a whole, will be fiscally neutral or positive to the County tax base at buildout. At a minimum, the Economic Assessment shall consider the following public facilities and services: transportation, potable water, wastewater, irrigation water, stormwater management, solid waste, parks, law enforcement, emergency medical services, fire, and schools. Development Planning &Financing Group, Inc. ("DPFG") was retained to prepare an Economic Assessment for the Brightshore Village SRA. This report provides complete and transparent support for the methodology, assumptions, and calculations applied to demonstrate fiscal neutrality, as required, for the Brightshore Village SRA for Collier County ("County") and the Collier County School District ("School District"). The Government Finance Officers Association ("GFOA")1 outlines the most common methods for estimating service costs in fiscal impact analysis as: average cost, marginal cost, comparisons to other governments and econometric modeling. In many cases, fiscal impact analysis uses a combination of these methods to generate a projection. • Average Cost is the easiest and most common method and assumes the current cost of serving residents and businesses will equal the cost of serving the new development. The average cost method provides a rough estimate of both direct and indirect costs associated with development. However, this method does not account for demographic change, existing excess capacity or potential economies of scale in service delivery. Methods of calculating average cost include per capita costs, service standard costs and proportional valuation costs. • Marginal Cost uses site -specific information to determine services costs for a new development. A case study approach is typically necessary to gather detailed information about the existing capacity within public services and infrastructure to accommodate growth from a development project. This method assumes that information about local service levels and capacity is more accurate than standards based on average data • Comparable Governments incorporate the experience by similar governments with comparable development projects. Studying other governments before and after specific ' Michael J. Mucha, "An Introduction to Fiscal Impact Analysis for Development Projects," (white paper, Government Finance Officers Association, 2007), www.gfoa.org BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT projects can provide useful information in determining additional costs and the increase in costs over a long period of time. • Econometric Modeling uses complex econometric models and is best used for estimating impacts from large projects that create many indirect effects on the existing community such as a utility plant or an entertainment center. The fiscal impact analysis of the Brightshore Village uses amarginal/average cost hybrid methodology to determine the Project's impact on capital and operating costs. Personnel and operating costs were projected on a variable, or incremental basis, as were expenditures for certain capital improvements. Revenues, such as property taxes, were projected on a marginal basis whereas revenues attributable to growth were reflected on an average basis. Allocation bases include Permanent Population, Peak Seasonal Population, Peak Seasonal Population and Employment, and Peak Seasonal and Tourist Population and Employment. Persons per residential product type and employees per nonresidential land uses were obtained from the County's 2016 Emergency Medical Services Impact Fee Update, which County staff has deemed the most appropriate source of County -adopted residential and nonresidential demographic metrics for purposes of this analysis (see Appendix)'. The analysis includes the following general funds:3 (001) General Fund, (003) Emergency Disaster, (007) Economic Development, (011) Clerk of Circuit Court, (040) Sheriff, (060) Property Appraiser, (070) Tax Collector, and (080) Supervisor of Elections. A reconciliation of these funds to the County's budget documents is provided in the Appendix. The analysis also includes (111) Unincorporated Area General Fund MSTU, the North Collier Fire Control & Rescue District, and the Collier County School District. The FY 2021 budgets of the County, the North Collier Fire Department, and the School District form the basis for the service levels and revenue and cost assumptions. This "snapshot" approach does not attempt to speculate about how services, costs, revenues and other factors will change overtime. Instead, it evaluates the fiscal impact to the County as it currently conducts business under the present budget. The impacts of self-supporting funds (e.g., enterprise funds) were not included in this analysis as is typical in fiscal impact analysis. Utility rates and capacity fees are established through independent studies. Public utilities generally benefit from economies of scale (i.e., more customers) since rate structures are dependent upon recovering fixed infrastructure costs. Based on Pre -Application discussions with County staff, the County accepts the methodology described in this report and applied in previous SRA Economic Assessments. In particular, the ' Impact fee updates for Parks, Correctional Facilities and Schools are currently underway. Draft reports were not available during preparation of this analysis. 3 Collier County considers this listing of general funds as the "General Fund Grouping." 7 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT County accepts the preparation of the analysis at the year of buildout (or horizon year) under a snapshot approach which reflects the intended land uses of the project as a whole. In addition, there are no monitoring requirements with respect to the fiscal impact of an SRA Village. MAJOR ASSUMPTIONS Major assumptions supporting the Brightshore Village Economic Assessment are summarized in this section. The financial model and assumptions are provided in the Appendix. Balance Carryforwards were excluded from allocation to avoid overstatement of revenues. Interfund transfers were analyzed in depth, and their classifications in the model were carefully reviewed. Revenue and costs are projected in constant 2021 dollars, with no adjustment for future inflation. The use of a constant dollar approach in fiscal impact analysis produces annual and buildout results that are readily comparable and understandable. Results have been rounded to the nearest one thousand dollars ($1,000). Development Assumptions Table 1 presents the Brightshore Village development program proposed by the Applicant. The program was the basis for determining the operating and capital impacts of the Project. Table 1: Brightshore Village Development Program Land Use by Impact Fee Category Units Multi -Family Attached Villa (Condo, Duplex, SF -Attached) 150 Townhome (Multi -Family (Low -Rise, 1-2 Floors) 100 Traditional Rental (MF Mid -Rise) 250 Single Family Detached SFD 40' 600 SFD 50' 600 SFD 60' 300 Total Residential 2,000 Non -Residential Sq Ft Office 6,001 - 100,000 Sq Ft 21,000 Retail 50,001- 100,000 Sq Ft 85,000 Total Non -Residential 106,000 Civic/Institutional 201000 Grand Total Non -Residential (sf) 1260?000 Source: Barron Collier Companies, DPFG, 2021 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Revenue Assumptions Sales, Just, and Taxable Values Estimates of sales, just, Cl" taxable values for the residential units are shown in Table 2. The sales values of the residential product types were provided by the Applicant's market consultant, Zonda. The eligible homestead percentage per residential product type used in computing the taxable value per unit was based on unincorporated County averages published by the Shimberg Center for Housing Studies at the University of Florida. Table 2: Brightshore Village Residential Sales, Just, and Taxable Values Land Use by Impact Fee Category Units Sales per Value Unit Just Value per Unit Average Taxable Value per Unit Multi -Family Attached Villa (Condo, Duplex, SF -Attached) Townhome (Multi -Family (Low -Rise, 1-2 Floors) Traditional Rental (MF Mid -Rise) Single Family Detached SFD 40' SFD 50' SFD 60' Total Residential 150 $ 300,000 $ 2821000 $ 265,500 100 $ 265,000 $ 2491100 $ 232,600 250 $ 244,825 $ 208,101 $ 208,101 600 $ 360,000 $ 338,400 $ 304,900 600 $ 445,000 $ 418,300 $ 384,800 300 $ 500,000 $ 470,000 $ 436,500 2,000 Source: Zonda, Shimberg Center for Housing Studies (Univ. of FL), DPFG, 2021 Table 3 reflects the estimates of sales, just4, and taxable values for the nonresidential land uses. Sales values were based on data provided by the Applicant's market consultant, Zonda. Estimates used to arrive at just values also considered construction cost per square foot estimates from R.S. Means, "Square Foot Costs," 42nd Edition, 2021, and the Collier County Property Appraiser database. The reasonableness of these assumptions was discussed with the Applicant's market consultant. Table 3: Brightshore Village Nonresidential Sales, Just, and Taxable Values Non -Residential Scl Ft Sales Value per Scl Ft Just Value per Scl Ft Taxable Value per Sq. Ft. Office 6,001- 100,000 Scl Ft Retail 50,001- 1001000 Scl Ft Total Non -Residential 211000 $ 267 $ 208 $ 208 851000 $ 467 $ 220 $ 220 106,000 Source: Zonda, RS Means, DPFG, 2021 At buildout, the real property tax base of the Brightshore Village is estimated to be $683.0 million as reflected in Table 4. a In determining just value, reasonable fees and costs of purchase (for example, commissions) are excluded. �7 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Table 4: Blira htshore Village Co Land Use Tax Base at Buildout Residential Attached Villa (Condo, Duplex, SF -Attached) Townhome (Multi -Family (Low -Rise, 1-2 Floors) Traditional Rental (MF Mid -Rise) Multi -Family SFD 40' SFD 50' SFD 60' SFD < 41000 Sq Ft Total Residential Non -Residential Office 6,001 - 100,000 Sq Ft Retail 50,001- 100,000 Sq Ft Total Non -Residential Total Tax Base Source: Zonda, DPFG, 2021 Property Taxes Units or Sa Ft Taxable Value per Unit/SF At Buildout 150 $ 265,500 $ 39,825,000 100 $ 232,600 23,260,000 250 $ 208,101 521025,000 500 $ 115,110, 000 600 $ 304,900 $ 182,940,000 600 $ 384,800 2301880,000 300 $ 436,500 1301950,000 11500 $ 544,770,000 21000 $ 659,880,000 21,000 $ 208.00 $ 4,368,000 851000 $ 220.00 181700,000 1061000 $ 23,068,000 $ 682, 948, 000 Table 5 reflects the millage rate assumptions for Collier County used in the analysis. Table 5: Collier County Millage Rates 3.5645 County General Fund 0.8069 MSTD General Fund 0.0293 Water Pollution Control Source: Collier County, 2021 Expenditure Assumptions A detailed evaluation of expenditures by the General Funds Group and the MSTU General Fund was performed to determine which were variable (i.e., assumed to fluctuate with growth) or fixed (i.e., not impacted by growth) in nature. For equitable matching of revenues and expenses, certain adjustments were made to account for funding sources from other funds. The primary demand bases in the average cost/revenue calculations were new population and employment for the County and new students for the School District. COLLIER COUNTY FISCAL IMPACTS Collier County Operating Impacts Table 6 presents the annual net operating fiscal impact of the Brightshore Village at buildout. BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Table 6: Brightshore Village Operating Annual Net Impact at Buildout At Buildout Net Operating Impact Countywide MSTU Brightshore Village Total Annual Operating Revenues $ 3/371/000 $ 619,000 Brightshore Village Total Annual Operating Expenditures 21695,000 355,000 Brightshore Village Total Annual Operating Surplus $ 676,000 $ 264,000 Source: DPFG, 2021 Collier County Operating Revenue Projections Projected County annual operating revenues at Buildout are summarized in Table 7. Brightshore Village is projected to generate annual operating revenues of $3.4 million for the County's General Funds and $619,000 for the MSTU General Fund. Table 7: Brightshore Village Annual Operating Revenue Projections GENERAL FUND GROUPING REVENUES At Buildout Ad Valorem Taxes Licenses & Permits Inter -Governmental Revenues State Revenue Sharing - Growth Portion State Sales Tax Charges for Services Fines & Forfeitures Miscellaneous Revenues Interest/ Miscellaneous Indirect Service Charge Transfers from Constitutional Officers $ 21434,000 3,000 7,000 83,000 370,000 3141000 4, 000 12,000 55,000 61,000 20,000 Reimburse from Other Departments 8,000 Total General Funds Annual Operating Revenues $ 3,371,000 MSTU GENERAL FUND REVENUES Ad Valorem Taxes Licenses &Permits Charges for Services Fines & Forfeitures Miscellaneous Revenues Interest/ Miscellaneous Communication Services Tax Reimburse from Other Departments Total MSTU Annual Operating Revenues Source: Collier County, DPFG, 2021 At Buildout $ 551,000 4,000 23000 , 2,000 2,000 3,000 34,000 619, 000 Collier County Operating Expenditure Projections Projected County annual operating expenditures at Buildout are presented in Table 8. Brightshore Village is expected to generate annual General Funds service demand of $2.7 million 11 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT and $355,000 of MSTU General Fund service demand. The Appendix contains a detailed breakdown of operating costs by line -item category. Table 8: Brightshore Village Annual Operating Expenditure Projections GENERAL FUND GROUPING EXPENDITURES At Buildout Board of County Commissioners - Other Admin. $ 22,000 County Attorney 11,000 Property Appraiser 34,000 Supervisor of Elections 21,000 Clerk of Courts 47,000 Sheriff 11570,000 Tax Collector 93,000 Administrative Services 31000 Human Resources 91000 Procurement Services 91000 Bureau of Emergency Services 29,000 Circuit & County Court Judges 11000 Public Defender 31000 State Attorney 41000 Guardian Ad Litem Program - County Manager Operations 51000 Office of Management & Budget 51000 Public Services Administration 11000 Domestic Animal Services 34,000 Community and Human Services 39,000 Library 79,000 Parks & Recreation 1311000 Public Health 41000 Public Transit and Neighborhood Enhancement 11000 Facilities Management 631000 Transfer to 101 Transp Op Fund 159,000 Transfer to 310 Growth Mgt Transportation Cap 671000 Transfet to 425/426 CAT Mass Transit 22,000 Transfer to 427/429 Transp Disadvantaged 33,000 Transfer to 490 EMS Fund 134,000 Distributions in Excess of Fees to Govt Agencies 62,000 Total General Funds Annual Operating Expenditures $ 2,695,000 12 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT MSTU GENERAL FUND EXPENDITURES At Buildout Board of County Commissioners - Other Admin. $ 17,000 Communications & Customer Relations Division 121000 Growth Management Administration 51000 Planning 15,000 Regulation 45,000 Maintenance 39,000 Bureau of Emergency Services 11000 Community and Human Services 11000 Parks & Recreation 146,000 Transfer to 306 Parks Capital Fund 32,000 Transfer to 310 Growth Mgt Cap 25,000 Indirect Cost Reimbursement 17,000 Total MSTU Annual Operating Expenditures $ 355,000 Source: Collier County, DPFG, 2021 Brightshore Village is deemed fiscally positive with respect to County's Operating Impacts. Collier County Capital Impacts Collier County Capital Impacts by Department Methodologies upon which the County's impact fees are based generally use the consumption or existing inventory replacement approach rather than an improvements -driven approach. For example, the County's Parks impact fee is calculated by dividing the existing inventory of park facilities, including land at current replacement value, by the existing population or relevant demand base. This methodology does not consider the timetable over which the existing facilities were acquired, available capacity within existing facilities, or long-range capital improvement plans with timetables for delivery of new facilities. Impact fee methodologies are typically designed to generate the maximum amount of impact fees a jurisdiction can legally assess. Impact fee calculations include a credit component to recognize future revenue streams which will be used to fund capital expansion and certain debt service payments. The credit component prevents new development from being charged twice for the same facility. The analyses of the General Funds and the MSTU General Fund account for these credits by recognizing capital outlays and applicable transfers (e.g., subsidized capital acquisition and capital fund debt service) as expenditures. This approach is very conservative because the associated expenditures include growth and non -growth -related capital outlays and capital fund subsidies. In comparison, the credit component of the impact fee calculation is limited to certain growth -related capital outlays and capital fund subsidies. The impact fee updates for Correctional Facilities and Parks were adopted in 2015, and the corresponding adopted rates have been indexed. EMS and Law Enforcement impact fee studies were updated in 2016, and the associated rates were adopted in 2017. The Road impact fee update was adopted in 2019 with new rates phased -in over a three-year period. Impact fee 13 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT updates for Parks, Correctional Facilities and Schools are currently underway. Over buildout, new development will be charged impact fees at rates enacted by the County at that time. The capital needs of the Brightshore Village were discussed with the Collier County Sheriff, EMS, the North Collier Fire & Rescue District, and the School District. The capital analysis for these services was prepared in accordance with their input. When the achieved level of service ("LOS") for a particular public facility currently exceeds the adopted LOS, then the adopted LOS was applied in calculating demand to (1) recognize existing capacity and (2) avoid overstating demand. When the achieved LOS for a particular facility was less than the adopted LOS, then the achieved LOS was used when calculating demand to avoid charging new development for a higher LOS than provided to existing development. Data from the 2020 Audit Update and Inventory Report on Public Facilities ("AUIR"), the most recent source available, was generally used to calculate the achieved LOS. Other inputs were obtained from the relevant impact fee studies. Projected impact fee collections for the facilities specified in LDC Section 4.08.07 L are reflected in Table 9. The County's impact fee schedule is included in the Appendix. Table 9: Brightshore Village Impact Fee Revenue for Collier County March 30, 2021 Operational Fair- March 30, 2022 Impact Fee Revenue Adopted Rates Share Mitigation Adopted Rates Required Facility Analysis: Roads $ 16,033,000 $ 555,660 $ 16,480,000 Regional Parks $ 41658,000 Community Parks $ 11628,000 Law Enforcement $ 111011000 Jail $ 934,000 EMS $ 265,000 Schools $ 14,607,000 Water - Residential Only $ 61764,000 Wastewater - Residential Only $ 6,627,000 North Collier Fire & Rescue District $ 8341000 Source: Collier County, DPFG, 2022 Collier County Road Capital Impacts Based on the results provided in the Traffic Impact Statement —Section 1, Road Segment Analysis (June 23, 2022) prepared by Trebilcock Consulting Solutions, PA, Brightshore Village is a significant traffic generator for the roadway network at this location and adversely impacts the following roadway segments. • Immokalee Road from Collier Blvd. to Wilson Blvd. • Immokalee Road from East Project Access to Everglades Blvd. 14 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT The Vanderbilt Beach Road Extension will relieve congestion on Immokalee Road and Golden Gate Blvd. The Vanderbilt Beach Road Extension project is scheduled for construction in FY 2022. In addition, the County has funded the construction of two bridges at 16th Street NE (construction funding FY 2021) and 47th Avenue NE (construction funding FY 2026). The 16th Street NE bridge will provide an additional north/south interconnection option between Randall Blvd. and Vanderbilt Beach Road Extension/Golden Gate Blvd. which will reduce traffic demands in the Randall Blvd. area. The 47th Avenue NE bridge will provide an additional east/west interconnection option between Everglades Blvd. and Immokalee Road. The Developer proposes to provide a transportation mitigation plan in order to stay consistent with Policy 5.1 of the Transportation Element of the County's Growth Management Plan. The Developer may be required to assist the County with potential capacity/operational improvements for roadway segments that are significantly impacted by the project. A detailed evaluation of applicable development permitting/platting to parameters will be made available. access points will be performed at the time of site determine turn lane requirements, as more accurate The maximum total trip generation for the proposed development shall not exceed 1,761 two- way PM peak hour net new trips based on the land use codes in the ITE Trip Generation Manual in effect at the time of application for SDP/SDPA or subdivision plat approval. The Developer proposes to pay road impact fees as building permits are issued for the Project, as applicable. The Developer proposes to provide transportation commitments that will be incorporated into the SRA Development document. The mitigation plan will include specific improvements to be undertaken, fair share contribution commitments, ROW commitment along Immokalee Road, and site related improvements. The Owner shall coordinate with Collier County Transportation with regard to the western most project entrance, as shown on the master plan. The master plan depicts a potential realignment with Redhawk Street to utilize Village streets to access Immokalee Road in lieu of its current connection to Immokalee Road. The design of the western most access point will also be coordinated with the future access to the Immokalee Road Rural Village to the south. The fair share cost of any warranted intersection and operational improvements, such as a round -about, signalization, and turn lanes will be included as part of the Developer's Agreement for the project. As shown in Table 9, road impact fees for the subject property are estimated at $16.0 million based on the rate schedule effective March 30, 2021 or $16.5 million by applying the rate schedule effective March 30, 2022. Rate schedules are provided in the Appendix. Concurrency Fair -Share Estimate The Fair -Share Mitigation for Concurrency Impacts (June 23, 2022) document prepared by Trebilcock Consulting Solutions, PA estimates the contribution requirement for Concurrency 15 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT transportation -related impacts at $863,000 which is significantly less than the projected road impact fees of $16.0 million. The document also includes an alternative contribution to a subset of segments resulting in a total of $635,000. Operational Fair -Share Estimate Operational impacts of the development project traffic are mitigated for those intersections failing to achieve acceptable performance characteristics. As illustrated in the Traffic Impact Statement - Section 2, Intersection Analysis (August 18, 2022) prepared by Trebilcock Consulting Solutions, PA, Synchro 11 software was used to perform intersection LOS analysis at specific locations. Based on the results of the Synchro intersection analyses, the following geometric improvements may be necessary to address project -related LOS deficiencies. Immokalee Road and Everglades Blvd Intersection -add one northbound left -turn lane (410 feet), extend the eastbound right -turn lane and the westbound left -turn lane (total of 44 feet); add one westbound through lane and a transition area from two westbound through lanes to one westbound through lane on Immokalee Rd., west of Everglades Blvd. total 1,160 feet — westbound through movement improvement); signal modifications. A proportionate share cost estimate was developed for each intersection that fails to achieve the minimum acceptable operating conditions due to the proposed development's traffic. The fair share percentage is based on the traffic impacts in the AM and PM peak periods. According to the Fair Share Mitigation for Operational Impacts (August 18, 2022) prepared by Trebilcock Consulting Solutions, PA, the contribution requirements for operational transportation -related impacts total $555,660. Mobility Plan The internal master mobility plan includes a transit station or park and ride area will be located within the Village Center, or nearby park area, to serve as a connection point for internal and external public transportation, among other mobility features. Brightshore Village Regional Parks Capital Impacts The County imposes separate impact fees for community and regional parks. associated with maintaining and operating the County's Parks facilities General Funds and MSTU Operating Impacts section. Revenues and costs are provided in the BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Regional Park capital impacts are presented in Table 10. Table 10a Brightshore Village Regional Parks Capital Impacts Brightshore Village Regional Park Facilities Regional Park Capital Revenues Impact Fee Revenue $ 41658,000 Other Capital Revenues* 2411000 Total Capital Revenues $ 41899,000 Regional Park Indirect Capital Costs Indexed Land & Facility Cost per Acre $ 590,288 Regional Park Acres at Achieved LOS 8.39 Brightshore Village Regional Park Acres $ 41955,000 Regional Park Capital Revenues in Excess of Capital Costs $ (56,000) Community Park Capital Revenues in Excess of Capital Costs 841000 Total Park Capital Revenues in Excess of Capital Costs $ 28,000 *Included in the Collier County General Funds and MSTU expenditures analysis Source: Collier County, DPFG, 2021 The County's adopted LOS for Regional Parks is 2.70 acres per 1,000 peak population. County Staff recommended the application of an adjusted achieved LOS of 1.82 acres per 1,000 peak population for purposes of this analysis. Table 11: Brightshore Village Regional Parks Level SC LOS Share of Regional Park Facilities Regional Park Achieved LOS per County Staff 1982 Brightshore Village Peak Seasonal Population 41612 Brightshore Village Community Park Acreage 8.39 Source: Collier County, DPFG, 2021 The indexed capital cost per Regional Park acre is calculated in Table 12. Table 12: Brightshore Village Regional Parks Indexed Capital Cost per Acre Component Regional Park Land Purchase Cost per Acre $ 450,000 Landscaping, Site Preparation, and Irrigation Cost, per acre Tota I Land Cost per Acre Facility & Equipment Cost per Acre Total Land & Facility Cost per Acre 2018 Index 2018 Indexed Cost per Acre Source: Collier County, DPFG, 2021 40,000 $ 490,000 43,634 $ 533,634 1.106 590,288 17 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Brightshore Village Community Parks Capital Impacts Community Parks capital impacts are presented in Table 13. Table 13: Brightshore Village Community Parks Capital Impacts Brightshore Village Community Park Facilities Community Park Capital Revenues Impact Fee Revenue $ 1,628,000 Other Capital Revenues* 26,000 Total Capital Revenues $ 11654,000 Community Park Indirect Capital Costs Indexed Land & Facility Cost per Acre $ 283,638 Community Park Acres at Adopted LOS 5.53 Brightshore Village Community Park Acres $ 11570,000 Community Park Capital Revenues in Excess of Capital Costs $ 84,000 Regional Park Capital Revenues in Excess of Capital Costs (56,000) Total Park Capital Revenues in Excess of Capital Costs $ 28,000 *Included in the Collier County General Funds and MSTU expenditures analysis. Source: Collier County, DPFG, 2021 The County's adopted LOS for Community Parks is 1.20 acres per 1,000 peak population, and the achieved LOS is 1.39 acres. As such, the adopted LOS was used to estimate the number of Community Park acres needed to serve Brightshore Village. Table 14: Brightshore Village Community Parks Level of Service LOS Share of Community Park Facilities Community Park Adopted LOS 1.20 Brightshore Village Peak Seasonal Population 4,612 Brightshore Village Community Park Acreage 5.53 Source: Collier County, DPFG, 2021 The indexed capital cost per Community Park acre is calculated in Table 15. Table 15: Brightshore Village Community Parks Indexed Capital Cost per Acre Community Component Park Land Purchase Cost per Acre $ 107,000 Landscaping, Site Preparation, and Irrigation Cost, per acre 10,000 Total Land Cost per Acre $ 117,000 Facility & Equipment Cost per Acre 149,328 Total Land & Facility Cost per Acre $ 266,328 Index 1.065 Indexed Cost per Acre $ 283,638 Source: Collier County, DPFG, 2021 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT The Project provides community park space of approximately 32-acres consisting of trail heads with public parking, outdoor fitness stations, and a 12400t, 3-mile pathway which is also connected to 0.50-mile gravel nature trail. These facilities will be open to the general public. The Owner/Developer shall not request impact fee credits for the community park and shall be responsible for maintenance of the community park, which may utilize a Community Development District (CDD) for these purposes. Collier County Law Enforcement Capital Impacts The Law Enforcement impact fee includes the capital construction and expansion of police service related to land facilities, and capital equipment required to support police service demand created by new growth. Facilities and equipment consist primarily of centralized and support buildings, patrol cars and other equipment. Fees are assessed at the recommended level. Revenues and costs associated with maintaining and operating the Law Enforcement facilities and equipment are provided in the General Funds Operating Impacts section. Direct capital impacts on Law Enforcement are presented in Table 16. Based on discussions with the Sheriff's office, capital demands from Brightshore Village include the cost to equip certified officers. A substation will likely be needed in the area to serve the Brightshore Village and the potential Immokalee Road Rural Village Overlay. Under the adopted impact fee methodology, Brightshore Village will generate sufficient impact fee revenues to cover the direct impact of facilities and equipment. Table 16: Brightshore Village Law Enforcement Capital Impacts Brightshore Village Law Enforcement Facilities Law Enforcement Capital Revenues: Impact Fee Revenue $ 11101,000 Other Capital Revenues* 199,000 Total Capital Revenues $ 11300,000 Direct Capital Costs: Law Enforcement Equipment Cost Equipment Value per Certified Police Officer Certified Police Officers at Adopted LOS Law Enforcement Equipment Cost Law Enforcement Capital Revenues in Excess of Direct Capital Costs Law Enforcement Indirect Capital Costs: Law Enforcement Direct Capital Surplus Land and Building Cost per Sq Ft Additional Law Enforcement Facility Sq Ft Funded Law Enforcement Capital Revenues in Excess of Capital Costs *Included in the Collier County General Funds expenditures analysis. Source: Collier County, DPFG, 2021 $ 106,000 8.5 $ 900,000 $ 400, 000 $ 400,000 $ 219 1,827 19 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT The County's 2016 Law Enforcement Impact Fee Study is based on a Certified Police Officer per Capita LOS, consistent with the County adopted standards at the time. However, the County recently changed to a Facility Square Footage per Capita LOS. A new impact fee study incorporating this change has not yet been prepared or adopted. The Economic Assessment methodology will be revised upon the adoption of a new Law Enforcement impact fee study. For conservatism, this analysis assumes an Adopted LOS of 1.84 Officers per 1,000 Residents, The Adopted LOS is the maximum threshold. Table 17: Brightshore Village Law Enforcement Level of Service LOS Share Law Enforcement Facilities Peak Seasonal Population 41612 Adopted LOS (Officers per 1,000 Peak Residents) 1.84 Funded Facilities and Equipment for Certified Police Officers 8.5 Source: Collier County, DPFG, 2021 The $219 per square foot value of the satellite office in Table 16 was obtained from the 2016 Law Enforcement Impact Fee Update. The equipment value per certified police officer is calculated in Table 18 and is based on the 2016 Law Enforcement Impact Fee Update. Table 18: Brightshore Village Law Enforcement Equipment Cost per Certified Police Officer Item Amount Equipment Inventory Value 70,020,524 Equipment Val ue per Officer $ 1061000 Source: Collier County, DPFG, 2021 Collier County Correctional Facilities Capital Impacts The Correctional Facilities impact fee includes jail facilities (land and building) and equipment. Fees are assessed at the recommended level. Revenues and costs associated with maintaining and operating correctional facilities and equipment are provided in the General Funds Operating Impacts section. Correctional Facilities capital impacts are presented in Table 19. Table 19: Brightshore Village Correctional Facilities Brightshore Village Jail Facilities Correctional Facilities Capital Revenues: Impact Fee Revenue Capital Cost (Land, Building, Vehicles, and Equipment) -indexed Correctional Facilities Net Capital Impact *Included in the Collier County General Funds expenditures analysis. Source: Collier County, DPFG, 2021 934,000 51,000 $ 985,000 985,000 20 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT The capital cost for correctional facilities is calculated below. Table 20: Brightshore Village Correctional Facilities Capital Cost Functional Land Use Single Family Detached Less than 4,000 sq ft Attached Villa (Condo, Duplex, SF -Attached) Townhome (Multi -Family (Low -Rise, 1-2 Floors) Traditional Rental (MF Mid -Rise) Office 6,001-100,000 sq ft Retail 50,001 to 100,000 sfgla Population Coefficient Total Functional Population Indexed Capital Cost per Functional Population Total Capital Cost Residential Seasonal Population and Employment Indexed Capital Cost per Peak Population Source: Collier County, DPFG, 2021 0.94 0.83 0.83 1.19 2.46 Units/ Functional uare Feet Po 1,500 150 100 250 21, 000 85,000 The indexed capital cost per bed is calculated in Table 21. Table 21: Brightshore Village Correctional Facilities Indexed Cost per Resident Description Figure Net Asset Va I ue - Indexed $ 111,592,344 Number of Beds Net Asset Va I ue per Bed Current LOS (Beds per 1,000 Functional Residents) 1,304 $ 85,577 3.40 Asset Value per Functional Resident $ 290.98 Source: Collier County, DPFG, 2021 ulation 83 207 25 209 3, 379 $ 290.98 $ 985,000 4,893 $ 201.31 Collier County Emergency Medical Services (EMSJ Capital Impacts According to discussions with EMS management, Brightshore Village will be served by EMS Station No. 10 located at 14756 Immokalee Road. There are no additional EMS facility needs for Brightshore Village.' The EMS level of service in the County's AUIR is approximately one unit (vehicle, equipment, station space) per 16,400 population; however, in addition to this metric, EMS also relies on demand factors such as response time and call volume to site new facilities. Call volume is affected by demographics in the service area. For example, nearly 70 percent of the County's ambulance fee collections are from Medicare and Medicaid patients. ' The new EMS facility planned at the corner of Desoto Blvd/Golden Gate Blvd East will be placed in service in 2022. This station will also assist with rural response and will be funded by the County's One Cent Infrastructure Surtax. 21 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Table 22 calculates the allocable cost of EMS equipment needed to serve the Brightshore Village using a peak seasonal resident population approach. Table 22: Brightshore Village EMS Capital Cost Brightshore Village Allocable EMS Equipment Cost EMS Direct Capital Costs: Additional Facility Costs $ - Equipment Cost per Unit Allocable Cost Demand Base per Unit Per Capita Cost Brightshore Village Peak Resident Population EMS Direct Capital Costs Source: Collier County, DPFG, 2021 551057 , $ 551,057 16,400 $ 33.60 155.000 Table 23 compares the allocable EMS equipment needs to projected impact fee revenues. Table 23: Brightshore Village EMS Capital Impact Brightshore Village EMS Net Capital Impact EMS Capital Revenues: Impact Fee Revenue Other Capital Revenues* Total Capital Revenues EMS Direct Capital Costs EMS Net Capital Revenues Available for EMS -Growth Related Capital Needs EMS Capital Cost 265,000 $ 6,000 $ 271,000 $ 155,000 116,000 $ 271,000 *Included in the Collier County General Funds net fiscal impact buildout analysis. Source: Collier County, DPFG, 2021 The Brightshore Village is deemed fiscally neutral with respect to Roads, Regional and Community Parks, Law Enforcement, Correctional Facilities, and EMS capital and operating impacts. Water and Wastewater The Collier County Water -Sewer District ("District")will provide water service for potable and fire protection needs, as well as wastewater services. The District is an independent special district and public corporation of the State with the Collier County Board of County Commissioners ("BCC") serving as the governing board. The BCC approves service rates and impact fees charged by the District. The District is aself-supporting enterprise fund and does not receive revenue from property taxes or any other financial support from the general fund of Collier County. 22 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT The DCA describes the commitments by the Developer and the District, including the prepayment A utility impact fees by the Developer. The SRA Public Facilities Impact Assessment provides additional information. The Brightshore Village is deemed fiscally neutral with respect to Collier County's Water and Wastewater capital and operating impacts. Stormwater Management According to Peninsula Engineering, Stormwater retention and attenuation will comply with South Florida Water Management District requirements ("SFWMD"), State, County, and federal standards for water quality treatment and discharge rates and will result in no adverse impacts to stormwater management (drainage) level of service. The Developer of Brightshore Village will be responsible for all costs associated with the design, permitting, construction, and operation of the proposed stormwater improvements required to serve Brightshore Village development. The SRA Public Facilities Impact Assessment provides additional information. The Brightshore Village is deemed fiscally neutral with respect of Stormwater Management capital and operating impacts. Irrigation Water The Collier County Water -Sewer District will provide irrigation quality water supply for Brightshore Village. The SRA Public Facilities Impact Assessment provides additional information. The Brightshore Village is deemed fiscally neutral with respect of Irrigation Water capital and operating impacts. Solid Waste Collier County's exclusive franchisee contract hauler, Waste Pro of Florida Inc., will collect solid waste generated within the Brightshore Village. The Collier County Solid & Hazardous Waste Management Division entered into a life of site agreement that requires the Collier County Landfill ("CCLF") is financed and operated under a design/build/operate Landfill Operating Agreement ("LOA") with Waste Management Inc. of Florida ("WMIF"). The LOA also includes the management of the County's transfer station, located in Immokalee. Vie? BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT In accordance with the LOA, all landfill operating expenses incurred, including cell construction, permitting and closure care are funded by WMIF. LOA expenses are paid from revenue generated by tipping fees. Under the LOA, (1) no debt is carried by the County; (2) design/build/operate provisions ensure proper cell capacity; (3) the Contractor maintains environmental liability; and (4) allows for 900 tons per day of waste transfer from CCLF to Okeechobee Landfill. According to the 2020 AUIR, currently only waste generated in Municipal Solid Waste Service District I is landfilled at the CCLF. The AUIR projections assume the County will renew, amend, or enter into a new agreement, as necessary, and continue to transfer waste generated in Municipal Service District II to the Okeechobee Landfill. Brightshore Village is located within the Municipal Service District II. The estimated date of filled capacity of the Collier County Landfill is 40 years (or 2060); whereas the estimated remaining capacity of the Okeechobee Landfill is 21 years (or 2041). Revenues and expenses of the solid waste operations describe above are accounted for in the County's Solid Waste Fund, a self-supporting enterprise fund. The Brightshore Village is deemed fiscally neutral with respect to Collier County Solid Waste. COLLIER COUNTY SCHOOLS FISCAL IMPACT Collier County Schools Capital Impacts The projected enrollment of Brightshore Village on the Collier County School District is shown in Table 24. The student generation rates in the 2015 School Impact Fee Update, the most recent data available, were used to calculate enrollment. Table 24: Brightshore Village Projected Public School Enrollment Projected Residential Unit Type Units SGR Students Attached Villa (Condo, Duplex, SF -Attached) 150 0.11 17 Townhome (Multi -Family (Low -Rise, 1-2 Floors) 100 0.11 11 Traditional Rental (MF Mid -Rise) 250 0.11 28 SFD 40' 600 0.34 204 SFD 50' 600 0.34 204 SFD 60' 300 0,34 102 Total Residential 21000 566 Source: Collier County School District, DPFG, 2021 24 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT A projection of projected enrollment by school type is shown in Table 25. Table 25: Brightshore Village Projected Enrollment by School Type Projected School Type Students Percent Elementary 257 45% Middle 125 22% High 184 32% Total 566 100% Source: Collier County School District, DPFG, 2021 According to the School District, at this time there is existing or planned capacity within the next five years at the elementary, middle and high school levels. Per discussions with School District staff, no additional school sites within Brightshore Village are necessary. At the time of site plan or plat, the development will be reviewed to ensure there is capacity within the concurrency service area the development is located within or adjacent concurrency service areas. The capital costs of the Brightshore Village students are presented in Table 26 and are based on the 2015 School Impact Fee Update which includes a capitalized interest component. These estimates are conservative compared to the August 2021 F.S. 1013.64(b) statutory cost caps. Elementary $24,338, Middle $26,282, and High $34,1398 Table 26: Brightshore Village School Capital Costs Cost per Facility Costs Students School Elementary 257 Middle 125 High 184 Cost of New School Facilities 566 Transportation and Ancillary Costs -Initial: Transportation Anxillary Facilit Total Capital Costs Source: Collier County Schools, DPFG, 2021 Student Total $ 36,058 $ 9,283,000 42,266 5,277,000 48,381 81888,000 $ 41,428 $ 231448,000 56 43,730 $ 24,751,000 25 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT School impact fee revenue is shown in Table 27. Table 27: Brightshore Village School Impact Fee Revenue Units or School Impact Fee Category Sq Ft Impact Fee Total Attached Villa (Condo, Duplex, SF -Attached) 150 $ 2,844.19 $ 426,000 Townhome (Multi -Family (Low -Rise, 1-2 Floc 100 $ 2,844.19 284,000 Traditional Rental (MF Mid -Rise) 250 $ 2/844519 7101000 SFD 40' 600 $ 8,789.54 51274,000 SFD 50' 600 $ 8/789054 51274,000 SFD 60' 300 $ 8/789054 21639,000 Total School Impact Fees Source: Collier County Schools, DPFG, 2021 4607000 .,, As seen in Table 28, capital revenues consist primarily of ad valorem taxes and impact fees. The FY 2021 Capital Outlay Millage, which is determined locally by the School Board within parameters established by the State Legislature, is 1.50 mills. Table 28: Brightshore Village School Net Capital Impacts —Total Cash Flow Approach Capital Revenue/Expense School Capital Revenues: School Impact Fee Revenue School District Capital Tax Revenue Total School Capital Revenues Direct School Capital Expenditures: New Schools New School Buses K-12 Direct School Capital Expenditures. Other School Capital Expenditures: School Bus Replacement Cost School Impact Improvement Fee Revenue Tax* Tota I $ 14,607,000 $ 14,607,000 17,466,000 17,466,000 $ 14,607,000 $ 17,466,000 $ 32,073,000 Other Direct School and/or Systemwide Capital Expenditures Total School Capital Expenditures * Consistent with 25-Year Credit Period in CCPS School Impact Fee Study. Source: Collier County Schools, DPFG, 2021 Collier County Schools Operating Impacts $ 23,448,000 621,000 $ 241069,000 $ 621,000 7,383,000 $ 32,073,000 The Florida Legislature establishes the school operating millage based on the General Appropriations Act. Legislative committees meet to debate continuing and new initiatives in education and set a budget based on these results within the General Appropriations Act. The State budget determines the Required Local Effort Millage ("RLE") for each school district. The RLE is the amount of funding that each district provides annually towards the cost of the Florida Education Finance Program ("FEFP"). The aggregate RLE for all school districts is prescribed by the Legislature as a specific line item in the annual General Appropriations Act. The 26 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Commissioner of Education is also authorized to adjust the millage rate to make sure no school district's RLE exceeds 90 percent of that district's total FEFP entitlement. The Legislature establishes a per student funding amount which is based upon the local authorities taxing of both the RLE and the 0.748 discretionary tax millage. According to the School District, the school tax millage for Collier County is much lower than the statewide average and typically ranks within the three lowest Florida school districts. A comparison of the School District's millage history is shown in Figure 1. Figure 1: Collier County School District Millage History 6.000 istrict Millage 2.248 2.248 2.248 2.248 2.248 2.248 2Z48 2.228 2.228 2.248 2.248 10-11 11-12 12-13 13-14 14-15 15-16 16-17 17-18 18-19 19-20 20-21 -d�Required State Law �Yi�Discretionary Millage ��Total Millage Source: Collier County School District, 2021 Because the Legislature sets the majority of school district operating revenues through a series of statewide equalization formulas, most fiscal analysts do not attempt to model school operating impacts. An estimate of local ad valorem school operating revenues is shown in Table 29. Table 29: Brightshore Village Local Ad Valorem School Operating Taxes at Buildout Operating School District Operating Results Millage At Buildout Ad Valorem Local Millage -Residential 3.516 $ 21416,000 Ad Valorem Local Millage -Non Residential 3.516 81,000 Ad Valorem Local Millage Revenues $ 21497,000 Ad Valorem Local Millage Operating Expenditures $ 21497,000 Ad Valorem Local Millage Net Revenues $ - Source: Collier County Schools, DPFG, 2021 The Brightshore Village is deemed fiscally neutral respect to the Collier County School District. 27 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT North Collier Fire ot Rescue District North Collier Fire & Rescue Capital Impacts The Brightshore Village is located within the Big Corkscrew Island Service Delivery Area of the North Collier Fire & Rescue District ("Fire & Rescue District"), The Fire & Rescue District provides fire rescue services in a 264-square mile area. Given the ability of stations to support each other, a single benefit district is assumed for impact fee purposes. Based on discussions with Fire &Rescue District personnel, existing Fire Station No. 12 will serve Brightshore Village. Capital impacts are shown in Table 30 and are allocated and projected on a per incident basis, consistent with the 2020 Fire Impact Fee Update. Table 30: Brightshore Village North Collier Fire &Rescue District Capital Impact Annual Impact at Buildout Capital Revenue: Impact Fee Revenue $ 834,000 Other Capital Revenues 76,000 Total Capital Revenue $ 910)000 $ 910,000 Capital Cost: Residential Square Feet 41242,000 Capital Cost per Residential Square Foot $ 0.19 Capital Cost Residential Land Uses $ 787,000 Commercial Square Feet 106,000 Capital Cost per Commercial Square Foot $ 1.16 Capital Cost Commercial Land Uses $ 123,000 $ 910,000 Net Capital Impact $ Source: North Collier Fire & Rescue District, DPFG, 2021 Projected impact fee revenues are presented in Table 31 and total $834,000. Table 31: Brightshore Village North Collier Fire &Rescue Impact Fee Revenues Units or Sq. Ft. Fee Per NCFR Impact Impact Fee Category Sq Ft Per Unit Sq. Ft. Fee Revenue Attached Villa (Condo, Duplex, SF -Attached) Townhome (Multi -Family (Low -Rise, 1-2 Floors) Traditional Rental (MF Mid -Rise) SFD 40' SFD 50' SFD 60' Office 6,001- 100,000 Sq Ft Retail 50,001- 100,000 Sq Ft Tota l 150 11600 $ 0.17 $ 41,000 100 11700 $ 0.17 29,000 250 11072 $ 0.17 46,000 600 21100 $ 0.17 214,000 600 21440 $ 0.17 249,000 300 21800 $ 0.17 143,000 211000 211000 $ 1.06 221000 85,000 85,000 $ 1.06 90,000 $ 8341000 Source: North Collier Fire &Rescue District, DPFG, 2021 The square footage of the Project at buildout is provided in Table 32. BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Table 32: Brightshore Village Square Footage Units or Sq. Ft. Square Impact Fee Category Sq Ft Per Unit Feet Attached Villa (Condo, Duplex, SF -Attached) 150 11600 240,000 Townhome (Multi -Family (Low -Rise, 1-2 Floors) 100 11700 170,000 Traditional Rental (MF Mid -Rise) 250 11072 2681000 SFD 40' 600 21100 11260,000 SFD 50' 600 21440 11464,000 SFD 60' 300 21800 8401000 Residential Square Feet 41242,000 Office 6,001- 100,000 Sq Ft 21,000 211000 211000 Retail 50,001 - 100,000 Sq Ft 851000 85,000 85,000 Commercial Square Feet 106,000 Source: North Collier Fire &Rescue District, DPFG, 2021 North Collier Fire &Rescue Annual Operating Impacts Operating expenditures are allocated and projected on a per incident basis, consistent with the 2020 Fire Impact Fee Update. Because the current operating millage of the Big Corkscrew Island SDA is geared to much lower density development, Brightshore Village is currently projected to generate significant operating surpluses for the Fire & Rescue District. Table 33: Brightshore Village Big Corkscrew Island SDA Annual Operating Impacts at Buildout Annual Impact at Buildout Annual Operating Impact: Brightshore Village Ad Valorem Tax Base Big Corkscrew Island SDA Millage Rate Annual Ad Valorem Revenues Annual Expenditures: 2020-21 North Collier Fire Budget: Personnel and Operating Expenses Debt Service Capital Total Expenditures Average Annual District Incidents Average Operating Cost per Incident Brightshore Village Estimated Annual Incidents Annual Operating Cost Estimated Annual Operating Surplus Source: North Collier Fire & Rescue District, DPFG, 2021 $ 682,948,000 3.75 $ 2/561/000 $ $ 40,704,653 612, 646 21633,497 $ 43,950,796 18,832 $ 2,334 275 2,561,000 642,000 919.000 The Brightshore Village is deemed fiscally positive with respect to the North Collier Fire & Rescue Control District. 29 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT APPENDIX Appendix Table 1: Collier County Base Assumptions COLLIER COUNTY STUDY PERIOD FY 2021 1 County Budget Year COLLIER COUNTYWIDE POPULATION 395,249 1.20 474,299 79,050 2021 County Permanent Population -Collier County 2020 AUIR Seasonal Population Coefficient -Collier County 2021 County Peak Seaonal Population - Collier County 2020 AUIR 2021 County Peak Seasonal Population COLLIER COUNTYWIDE EMPLOYMENT 196.065 Collier County 2016 EMS Impact Fee Update FTE Conversion Factor - IMPLAN 174,451 Collier County 2016 EMS Impact Fee Update COLLIER COUNTY PEAK TOURIST POPULATION 230,200 Collier County CVB Profile - March 2021 7,426 Peak Daily Tourists COLLIER COUNTYWIDE POPULATION AND JOBS 569,700 648,750 656,176 County Permanent Population and Jobs County Peak Seasonal Population and Jobs County Peak Seasonal Population, Tourists, and Jobs COLLIER UNINCORPORATED COUNTY POPULATION 352,190 1.21 426,709 74, 519 2021 Unincorporated County Permanent Population -Collier County 2020 AUIR Seasonal Unincorporated Population Coefficient -Collier County 2021 Unincorporated County Peak Seaonal Population - Collier County 2020 AUIR 2021 Unincorporated County Peak Seasonal Population COLLIER COUNTY UNINCORPORATED EMPLOYMENT 155,446 Allocation based on Collier County 2016 EMS Impact Fee Update COLLIER COUNTY UNINCORPORATED POPULATION AND JOBS 507,636 County Permanent Population and Jobs 582,155 County Peak Seasonal Population and Jobs COLLIER COUNTY MILEAGE RATES 3.5645 0.8069 County General Fund MSTD General Fund COLLIER COUNTY %HOMESTEAD EXEMPTION Shimberg Center for Housing Studies - 2020 Final Tax Roll Year 67% 33% $ 50,000 Single Family Condominium County Source: Collier County, DPFG, 2021 30 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 2: Brightshore Village Resident Population and Seasonal Population Coefficient. Land Use by Impact Fee Category Permanent Population Per Unit Seasonal Index Peak Seasonal Persons Per Unit Residential Attached Villa Townhome Traditional Single Family (Units) (Condo, Duplex, SF -Attached) (Multi -Family (Low -Rise, 1-2 Floors) Rental (MF Mid -Rise) Detached 1505 1020 1826 1605 1620 1626 1905 1.20 1,26 121 1820 2.65 Source: Collier County, DPFG, 2021 Appendix Table 3: Brightshore Village Population and Employment Estimates Land Use by Impact Fee Category Units Peak Seasonal Persons Per Unit Peak Seasonal Population Permanent Population Per Unit Permanent Population Multi -Family Attached Villa (Condo, Duplex, SF -Attached) Townhome (Multi -Family (Low -Rise, 1-2 Floors) Traditional Rental (IVIF Mid -Rise) Single Family Detached SFD 40' SFD 50' SFD 60' Total Residential 150 1.26 189 1.05 158 100 1.26 126 1.05 105 250 1.26 315 1.05 263 600 2.65 11593 2.21 11327 600 2,65 11593 2.21 11327 300 165 796 121 664 21000 41612 31844 Non -Residential Sq Ft Employment Coefficient Occupancy % Employees Office 6,001 - 100,000 Sq Ft Retail 50,001 - 100,000 Sq Ft Total Non -Residential 21,000 195 95% 79 85,000 150 95% 202 1061000 281 Civic/Institutional Grand Total Non -Residential (sf) 20,000 126,000 281 Source: Collier County, DPFG, 2021 Appendix Table 4: Brightshore Village Population and Employment Summary Cumulative Population and Employment At Buildout Permanent Population 3,844 Permanent Population and Jobs 41125 Residential Seasonal Population 41612 Residential Seasonal Population and Tourists 41612 Employment 281 Residential Seasonal Population and Employment 41893 Residential Seasonal Population, Tourists, and Employment 4,893 Source: Barron Collier Companies, Collier County, DPFG, 2021 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 5: Brightshore Village PubliC School Enrollment Projected Residential Unit Type Units SGR Students Attached Villa (Condo, Duplex, SF -Attached) 150 0.11 17 Townhome (Multi -Family (Low -Rise, 1-2 Floors) 100 0.11 11 Traditional Rental (MF Mid -Rise) 250 0.11 28 SFD 40' 600 0.34 204 SFD 50' 600 0.34 204 SFD 60' 300 0.34 102 Total Residential 21000 566 Source: Collier County Schools, DPFG, 2021 Appendix Table 6: Brightshore Village County Tax Base Units or Taxable Value Land Use Sq Ft per Unit/SF At Buildout Residential Attached Villa (Condo, Duplex, SF -Attached) 150 $ 265,500 $ 39,825,000 Townhome (Multi -Family (Low -Rise, 1-2 Floors) 100 $ 2321600 23,260,000 Traditional Rental (MF Mid -Rise) 250 $ 2081101 521025,000 Multi -Family 500 $ 115,110,000 SFD 40' 600 $ 304,900 $ 182,940,000 SFD 50' 600 $ 384,800 230,880,000 SFD 60' 300 $ 436,500 1301950,000 SFD < 41000 Sq Ft 11500 $ 544,770,000 Total Residential 21000 659,880,000 Non -Residential Office 6,001 - 100,000 Sq Ft 211000 $ 208.00 Retail 50,001- 100,000 Sq Ft 85,000 $ 220600 Total Non -Residential 106,000 Total Tax Base Source: Zonda, Collier County, Shimberg Center for Housing Studies (Univ. of FQ, DPFG, 2021 $ 4,368,000 18,700,000 $ 23)068,000 $ 182;948,000 32 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 7: Brightshore Village School District Tax Base Units or Taxable Value Land Use Sq Ft per Unit/SF At Buildout Residential Attached Villa (Condo, Duplex, SF -Attached) 150 $ 273,750 $ 41,063,000 Townhome (Multi -Family (Low -Rise, 1-2 Floor 100 $ 240,850 24,085,000 Traditional Rental (MF Mid -Rise) 250 $ 208,101 52,025,000 Multi -Family 500 $ 117,173,000 SFD 40' 600 $ 321,650 $ 192,990,000 SFD 50' 600 $ 401/550 240,9301000 SFD 60' 300 $ 453,250 135,975,000 SFD < 41000 Sq Ft 11500 $ 569,895,000 Total Residential 21000 $ 687,068,000 Non -Residential Office 6,001- 100,000 Sq Ft 21,000 $ 208.00 $ 41368,000 Retail 50,001- 100,000 Sq Ft 85,000 $ 220.00 18,700,000 Total Non -Residential 1061000 $ 23,068,000 Total Tax Base $ 710,136,000 Source: Zonda, Collier County, Shimberg Center for Housing Studies (Univ. of FL), DPFG, 2021 33 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Table 8: FY 2021 Collier County General Funds and MSTU Revenue Budget Summaries 001 General Fund $ 352,373,100 $ 381,300 $ 451,000 $ 9,500,000 $ 38,000,000 $ 1,250,000 $ 14,572,500 $ 417,300 $ 1,644,700 $ 2,230,000 $ 002 Impact Fee Deferral Program 003 Emergency Relief 2,300 007 Economic Development 500,000 165,000 22,000 011 Clerk of Circuit Court 31264,600 43,000 100 72,000 040 Sheriff 060 Property Appraiser 070 Tax Collector 25,378,200 5,2840800 ice'�narge parry rorwar❑ 8,429,800 $ 871314,100 43,000 233,100 2,365,400 111 Unincorporated Area General Fund $ 50,068,100 $ 464,300_ S Z,ii/l,/uu � uL,uuu > L��,luu a 4UU,000 ,� �,���,��� 001 General Fund $ 87,314,100 $ 2,600,000 $ 2,389,000 $ 190,100 $ 1,034,700 $ 522,777,600 $ (20,755,200) $ 502,022,400 002 Impact Fee Deferral Program 43,000 43,000 431000 003 Emergency Relief 233,100 235,400 (200) 235,200 007 Economic Development 21365,400 31052,400 (34,400) 310181000 011 Clerk of Circuit Court 81565,900 11,945,600 (169,000) 11,776,600 040 Sheriff 206,622,700 20616221700 206,622,700 060 Property Appraiser 71817,900 946,000 81763,900 81763,900 07n Tax Collector 301663,000 30,663,000 111 Unincorporated Area General Fund $ 6,826,100 $ 4,000,000 $ 20,000 $ 958,200 $ 200,000 � Ssa,auu > 1LtG,iuu � La,Luu > oo,7aL,oVv a �L,���,���� a �•*,���,��� 001 General Fund 002 Utility Impact Fee Deferral Program 003 Emergency Disaster 007 Economic Development 011 Clerk of Circuit Court 040 Sheriff 060 Property Appraiser 070 Tax Collector 080 Supervisor of Elections Total General Fund Groupings Source: Collier County, DPFG, 2021 $ 502,022,400 43,000 235,200 31018,000 11,776,600 206,622,700 81763,900 30,663,000 41168,500 34 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Annendix Table 9: FY 2021 Collier County General Funds Revenue Demand Units General Fund Grouping Revenue Category Budget Demand Base Multiplier Base Demand $ Per Demand Unit Ad Valorem Taxes Licenses & Permits Inter -Governmental Revenues State Revenue Sharing - Fixed Portion State Revenue Sharing - Growth Portion State Sales Tax Fed Payment in Lieu of Taxes Charges for Services Fines & Forfeitures Miscellaneous Revenues Interest/ Miscellaneous Indirect Service Charge Carry Forward Transfers from General Fund (001) Transfers from Constitutional Officers Other Transfers Advance/Repay Reimburse from Other Departments Total $ 352,373,100 CUMULATIVE AV 1.00 N/A N/A 381,300 PERMPOP&JOBS 1.00 569,700 $ 0.67 951,000 PERMPOP&JOBS 1.00 569,700 $ 1.67 9171000 FIXED 1.00 - N/A 81583,000 PERMPOP 1.00 395,249 $ 21.72 38,000,000 PERMPOP 1.00 395,249 $ 96.14 11250,000 FIXED 1.00 - N/A 43,380,300 PERMPOP&JOBS 1.00 569,700 $ 76.15 460,300 PEAKPOP 1.00 4741299 $ 0.97 11644,800 PERMPOP&JOBS 1.00 5691700 $ 2089 71611,100 PERMPOP&JOBS 1.00 569,700 $ 13.36 81429,800 PERMPOP&JOBS 1.00 5691700 $ 14.80 89,955,600 FIXED 1.00 - N/A 227,175,000 FIXED 1.00 - N/A 2/600/000 PEAKPOP&JOBS 1.00 648,750 $ 4.01 31335,000 FIXED 1.00 - N/A 190,100 FIXED 1.00 - N/A 11034,700 PEAKPOP&JOBS 1.00 6481750 $ 1.59 $ 788,2721100 $ 233.97 Source: Collier County, DFPG, 2021 Annendix Table 10: FY 2021 Collier County MSTU Revenue Demand Units General Fund Grouping Revenue Category Budget Demand Base Multiplier Base Demand $ Per Demand Unit Ad Valorem Taxes Licenses & Permits Charges for Services Fines & Forfeitures Miscellaneous Revenues Interest/ Miscellaneous Carry Forward Communication Services Tax Special Assessments Transfers from General Fund (001) Transfers from Constitutional Officers Other Transfers Advance/Repay Reimburse from Other Departments Total $ 50,068,100 CUMULATIVE AV 1.00 N/A N/A 464,300 PERMPOP&JOBS 1.00 5071636 $ 0.91 2/871/700 PERMPOP&JOBS 1.00 507,636 $ 5.66 212,000 PERMPOP&JOBS 1.00 507,636 $ 0.42 255,100 PEAKPOP&JOBS 1.00 582,155 $ 0.44 400/000 PEAKPOP&JOBS 1.00 582,155 $ 0.69 61826,100 FIXED 1.00 - N/A 41000,000 PEAKPOP&JOBS 1.00 582,155 $ 6.87 201000 FIXED 1.00 - N/A 958,200 FIXED 1.00 - N/A 200,000 FIXED 1.00 - N/A 5361800 FIXED 1.00 - N/A 1421100 FIXED 1.00 - N/A 28,200 PEAKPOP&JOBS 1.00 5821155 $ 0.05 $ 66,982,600 $ 15.04 Source: Collier County, DFPG, 2021 35 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 11: Brightshore Village General Funds Revenue at Buildout GENERAL FUND GROUPING $ Per REVENUES Demand Base Demand At Buildout Ad Valorem Taxes Licenses & Permits Inter -Governmental Revenues State Revenue Sharing - Growth Portion State Sales Tax Charges for Services Fines & Forfeitures Miscellaneous Revenues Interest/ Miscellaneous Indirect Service Charge Transfers from Constitutional Officers Reimburse from Other Departments Tntal GpnPral Funds Annual Ooeratin Source: Collier County, DFPG, 2021 CUMULATIVE AV $ 3.5645 $ 2,434,000 PERMPOP&JOBS $ 0.67 31000 PERMPOP&JOBS $ 1.67 71000 PERMPOP $ 21.72 83,000 PERMPOP $ 96.14 370,000 PERMPOP&JOBS $ 76.15 314,000 PEAKPOP $ 0,97 41000 PERMPOP&JOBS $ 2.89 12,000 PERMPOP&JOBS $ 13.36 551000 PERMPOP&JOBS $ 14.80 61,000 PEAKPOP&JOBS $ 4,01 201000 PEAKPOP&JOBS $ 1.59 81000 Revenues $ 233.97 $ 31371,000 Appendix Table 12: Brightshore Village MSTU Revenue at Buildout MSTU GENERAL FUND $ Per REVENUES Demand Base Demand At Buildout Ad Valorem Taxes CUMULATIVE AV $ 0.8069 $ 551,000 36 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 13: Fy 2021 Collier County General Funds and MSTU Expenditure Budget Summaries 001 General Fund $ 38,395,500 $ 39,950,200 $ 137,800 $ 4,551,000 $ 7,578,600 $ 4,753,000 002 Impact Fee Deferral Program 003 Emergency Relief 100,000 007 Economic Development 112,200 846,800 011 Clerk of Circuit Court 8,949,200 21320,600 506,800 040 Sheriff 167,666,900 32,528,700 61427,100 060 Property Appraiser 61810,200 11918,700 35,000 070 Tax Collector 12,6761500 21804,300 8,8321400 001 General Fund $ 502,022,400 $ 90,613,100 002 Impact Fee Deferral Program 431000 - 003 Emergency Relief 235,200 100,000 007 Economic Development 31018,000 967,000 011 Clerk of Circuit Court 11,776,600 11,776,600 040 Sheriff 206,622,700 2061622,700 060 Property Appraiser 81763,900 81763,900 070 Tax Collector 6,3491800 30,663,000 24,3131200 111 Unincorporated Area General Fund $ 64,066,600 $ 32,342,900 Source: Collier County, DPFG, 2021 $ 249,143,000 $100,714,400 $ 56,798,900 43,000 135,200 8,000 126,200 85,000 1,839,800 37 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 14: Fy 2021 Collier County Expenditure Budget Summaries Fund # General Fund Description Total Budget 001 General Fund 002 Utility Impact Fee Deferral Program 003 Emergency Disaster 007 Economic Development 011 Clerk of Circuit Court 040 Sheriff 060 Property Appraiser 070 Tax Collector 080 Supervisor of Elections Total General Fund Groupin $ 502,022,400 43,000 235, 200 3, 81000 11,776,600 2061622,700 8,763,900 301663,000 41168,500 7671313,300 Fund Type Operating Budget General Fund Groupings $ 347,325,000 Special Revenue Funds Trust and Agency Funds Transfers and Reserves Total Operating Services, Excluding Public Utilities 159,350,800 47,627,900 891620,700 51,000 1701098,000 814,073,400 Division/Agency Operating Budget Board of County Commissioners $ 19,208,800 Constitutional Officers 2721540,200 Administrative Services Growth Management Court Related Agencies Management Offices Public Services Public Utilities -Facilities Management Total Operating Services, Excluding Public Utilities Public Utilities Total Operating Bud Source: Collier County, DPFG, 2021 210,306,700 1131268,000 17,368,500 $ 8141073,400 285,557,800 $ 1,099,631,200 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 15: FT 2021 Collier County Appropriations by Program Budget Summaries Trust and General Funds Special Revenue Capital Funds Enterprise Internal Service Agency Funds Transfers and Division Grouping Total Funds Total Total Funds Total Funds Total Total Reserves Board of County Commissioners County Attorney Board of County Commissioners - Other Admin. Property Appraiser Supervisor of Elections Clerk of Courts Sheriff Tax Collector Administrative Services Dori Slosberg Driver Education Fleet Management Motor Pool Capital Recovery Program Human Resources Information Technology Procurement Services Risk Management Communications & Customer Relations Division Administrative Services Grants Bureau of Emergency Services Emergency Medical Services EMS Fire Districts Growth Management Administration Planning Regulation Maintenance Improvement Districts and MSTU Operations Project Management Airport Reserves and Transfers Court Administration Circuit & County Court Judges Public Defender State Attorney Guardian Ad Utem Program Court Related Technology County Manager Operations Corporate Compliance and Internal Review Office of Management & Budget Tourist Development Council Amateur Sports Complex Pelican Bay Services Corporate Business Operations Business and Economic Development Economic Development and Innovation Zones Bayshore CRA Immokalee CRA Public Services Administration Operations and Veteran Services Domestic Animal Services Community and Human Services library Museum Parks & Recreation University Extension Service Public Health Public Transit and Neighborhood Enhancement Improvement Districts and MSTU Total 31,100 1,350,800 3,016, 14,841, 8,972, 4,260, 12,39 0, 216,00 6, 30,910,600 80 4,900 25 3,400 10,615,600 700 400 23,293, 2,45 7, 19,092,200 000 900 300 2,324, 106,622, 1,440, 4,10 9,700 36,86 2,600 2,430,000 000 100 14,144, 3,7 49, 30,991,400 400 21,217, 2,6201700 10,281,800 6,46 60000 1500 5,807 16,58 60800 3,3780000 67,300 3081900 42 01200 ,600 1300 4 1,461 1,4271100 900 564, 3 ,1290600 ,200 1200 13 ,643 6 ,084 9 ,2891800 1100 1000 1200 674 6 ,287 3,316 15 ,9611800 3 ,498,300 0900 1900 300 1,516 4,1540000 10,4551000 0900 8,402 2,334t700 66 ,7261700 887o400 1400 1 ,858 7 ,546,400 9,0841700 Facilities Management 16,586,400 751,000 17,368,500 Total $ 347,325,000 $ 159,350,800 $ $ 47,627,900 $ 89,620,700 $ 51,000 $ 170,098,000 $ 814,073*400 Source: Collier County, DPFG, 2021 800 200 000 500 500 600 $ 1 2,823,800 11,260,300 8,972,000 4,260o500 121390o500 210,553,600 241560o8OO 804,900 350 800 2, 457, 400 2,324,000 3,899,500 67,300 308,900 420,200 4,600 1,427,100 564o900 1,3971500 674,100 2,116,400 300,900 1,516,900 3,530,500 8,115,100 8,142,800 13,509o400 821,100 1,858,400 304,400 1931000 3,580,900 3,395,400 1411800 1,619,100 1,440,300 75,000 2,107,900 14,144,000 3,749,100 28,862,000 21,217,400 2,191,800 9,859,400 6,344,500 3,164,000 1,317,000 1,336,900 9,6971600 5,7431500 5,265,600 111,000 4,495,000 1,237,400 169,600 1,1011000 206,300 2,293,800 16,748,500 36,900 7,a74,0o0 3,610,300 32,871,600 4,305,400 6,840,600 9,575,700 3,4811200 13,643o200 62,920,600 2,057,6 6,349, 111, 1,039, 16,202,200 3,829, 43,702,300 135,200 3,991, 322, 2,129, 428,900 422,400 121,500 1,502, 16,586,800 214, 00 800 600 900 900 100 LOD 400 100 000 144,300 395, 3,945, 340, 4,024, 4,170, 3,205, 11,466,800 2,260, 200 600 700 200 600 200 900 453, 1,238,900 53,800 40, 36,417,800 29, 401, 1,610, 900 900 400 400 700 General Funds Grouping Total Less Remittances $ 1,350,800 2,823,800 4,510,000 8,972,000 4,260,500 12,390,500 210,553,600 24,560,800 8040900 2,457,400 2,324,000 3,874,900 67,300 30%900 420,200 4,600 1,427,100 564,900 1,397,500 674,100 1,312,700 300,900 1,516,900 3,530,500 8,115,100 8,142,800 13,509,400 821,100 1,858,400 304,400 16,586,400 $ 339,746,400 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT ndix Table 16: FY 2021 Collier County General Funds nanartmant enditure Demand Units $ Per Multiplier Base Demand Demand Board of County Commissioners $ 11350,800 FIXED 1.00 - N/A County Attorney 21823,800 PEAKPOP&JOBS 0.50 648,750 $ 2018 Board of County Commissioners - Other Admin. 41510,000 PERMPOP 0.50 395,249 $ 5.71 Property Appraiser 81972,000 PEAKPOP&JOBS 0.50 648,750 $ 6.91 Supervisor of Elections 41260,500 PERMPOP 0.50 395,249 $ 5.39 Clerk of Courts 12,390,500 PEAKPOP&JOBS 0.50 648,750 $ 9.55 Sheriff 210,553,600 PEAKPOPTOUR&JOBS 1.00 656,176 $ 320.88 Tax Collector 24,560,800 PEAKPOP&JOBS 0.50 648,750 $ 18.93 Administrative Services 804,900 PEAKPOP&JOBS 0.50 648,750 $ 0.62 Human Resources 21457,400 PEAKPOP&JOBS 0.50 648,750 $ 1.89 Procurement Services 21324,000 PEAKPOP&JOBS 0.50 648,750 $ 1.79 Bureau of Emergency Services 31874,900 PEAKPOPTOUR&JOBS 1.00 656,176 $ 5.91 Circuit & County Court Judges 67,300 PEAKPOP 1.00 474,299 $ 0.14 Public Defender 308,900 PERMPOP 1.00 395,249 $ 0.78 State Attorney 420,200 PERMPOP 1.00 395,249 $ 1.06 Guardian Ad Litem Program 41600 PERMPOP 1.00 395,249 $ 0.01 County Manager Operations 11427,100 PEAKPOP&JOBS 0.50 648,750 $ 1.10 Corporate Compliance and Internal Review 564,900 FIXED 1.00 - N/A Office of Management & Budget 11397,500 PEAKPOP&JOBS 0.50 648,750 $ 1.08 Corporate Business Operations 674,100 FIXED 1.00 - N/A Business and Economic Development 11312,700 FIXED 1.00 - N/A Public Services Administration 300,900 PERMPOP 0.50 395,249 $ 0.38 Operations and Veteran Services 1,5161900 FIXED 1.00 - N/A Domestic Animal Services 31530,500 PERMPOP 1.00 395,249 $ 8.93 Community and Human Services 81115,100 PERMPOP 0050 395,249 $ 10.27 Library 81142,800 PEAKPOP 1.00 474,299 $ 17.17 Parks & Recreation 13,509,400 PEAKPOP 1.00 474,299 $ 28.48 University Extension Service 821,100 FIXED 1.00 - N/A Public Health 11858,400 PERMPOP 0.20 395,249 $ 0.94 Public Transit and Neighborhood Enhancement 304,400 PERMPOP 0.50 395,249 $ 0.39 Facilities Management 16,586,400 PEAKPOP&JOBS 0.50 648,750 $ 12.78 General Funds Grouping Totals Less Remittances $ 339,746,400 Remittances 71578,600 FIXED 1.00 - N/A General Funds Grouping Totals Plus Remittances $ 347,325,000 Transfer to 101 Transp Op Fund 21,077,900 PEAKPOP&JOBS 1.00 648,750 $ 32.49 Transfer to 103 Stormwater Utility 21636,700 FIXED 1.00 - N/A Transfer to 111 Unincorp Gen Fd 958,200 FIXED 1.00 - N/A Transfer to 298 Sp Ob Bond 21861,400 FIXED 1.00 - N/A Transfer to 299 Debt Service Fund 789,000 FIXED 1.00 - N/A Transfer to 301 Capital Projects 19,458,000 FIXED 1.00 - N/A Transfer to 306 Parks Ad Valorem Cap Fund 31350,000 FIXED 1.00 - N/A Transfer to 310 Growth Mgt Transportation Cap 81817,300 PEAKPOP&JOBS 1.00 648,750 $ 13.59 Transfer to 325 Stormwater Cap Fund 41868,800 FIXED 1.00 - N/A Transfet to 425/426 CAT Mass Transit 21235,100 PEAKPOP 1.00 474,299 $ 4.71 Transfer to 427/429 Transp Disadvantaged 31390,900 PERMPOP 1.00 395,249 $ 8.58 Transfer to 490 EMS Fund 18,018,600 PEAKPOPTOUR&JOBS 1.00 656,176 $ 27.46 Transfer to 523 Motor Pool Capital 85,000 FIXED 1.00 - N/A Transfer to 652 Legal Aid 151,000 FIXED 1.00 - N/A Transfer to 681 Court Services 21258,000 FIXED 1.00 - N/A Transfers to General Fund (001) 169,200 FIXED 1.00 - N/A Other Transfers 91758,500 FIXED 1.00 - N/A Advance/Repayments 41753,000 FIXED 1.00 - N/A Restricted for Unfunded Requests 11839,800 FIXED 1.00 - N/A Transfers to Constitutional Officers 249,143,000 FIXED 1.00 - N/A Reserves 57,019,100 FIXED 1.00 - N/A Distributions in Excess of Fees to Govt Agencies 61349,800 PERMPOP 1900 395,249 $ 16.07 Total $ 767,313,300 1900 $ 566.17We Source: Collier County, DPFG, 2021 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 17: FT 2021 Collier County MSTU Expenditure Demand Units $ Per npnartmPnt Budeet Demand Base Multiplier Base Demand Demand Board of County Commissioners - Other Admin. 1,520,300 PERMPOP 0.50 352,190 Communications & Customer Relations Division 1,440,300 PEAKPOP&JOBS 0.50 582,155 $ 2.47 Growth Management Administration 566,100 PEAKPOP&JOBS 1.00 582,155 $ 0.97 Planning Regulation Maintenance 11825,800 51387,200 41664,400 PEAKPOP&JOBS PEAKPOP&JOBS PEAKPOP&JOBS 1.00 1.00 1.00 582,155 582,155 582,155 $ 3.14 $ 9.25 $ 8.01 Bureau of Emergency Services 75,000 PEAKPOP&JOBS 1.00 5821155 $ 0.13 Pelican Bay Services Immokalee CRA 150,000 217,900 FIXED FIXED 1.00 1.00 - - N/A N/A Community and Human Services 116,500 PERMPOP 0.50 352,190 $ 0.33 Parks & Recreation 13,466,700 PEAKPOP 1.00 426,709 $ 31.56 Transfer to 306 Parks Capital Fund 2,9501000 PEAKPOP 1.00 426,709 $ 6.91 Transfer to 310 Growth Mgt Cap 31000,000 PEAKPOP&JOBS 1.00 582,155 $ 5.15 Transfer to 325 Stormwater Cap Fund 3,125,200 FIXED 1.00 - N/A Improvement Districts and MSTU Indirect Cost Reimbursement 352,100 2,0601600 FIXED PEAKPOP&JOBS 1.00 1.00 - 582,155 N/A $ 3.54 Remittances 500,000 FIXED 1.00 - N/A Transfers 19,953,000 FIXED 1.00 - N/A Advances - FIXED 1.00 - N/A Reserves 21695,500 FIXED 1.00 - N/A Total $ 64,066,600 1.00 $ 75.79 Source: Collier County, DPFG, 2021 41 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 18: Brightshore Village General Funds Expenditures at Buildout GENERAL FUND GROUPING $ Per EXPENDITURES Demand Base Demand At Buildout Board of County Commissioners - Other Admin. PERMPOP $ 5.71 $ 221000 County Attorney PEAKPOP&JOBS 2018 11,000 Property Appraiser PEAKPOP&JOBS 6.91 34,000 Supervisor of Elections PERMPOP 5.39 211000 Clerk of Courts PEAKPOP&JOBS 9.55 47,000 Sheriff PEAKPOPTOUR&JOBS 320.88 11570,000 Tax Collector PEAKPOP&JOBS 18.93 931000 Administrative Services PEAKPOP&JOBS 0.62 31000 Human Resources PEAKPOP&JOBS 1989 91000 Procurement Services PEAKPOP&JOBS 1.79 91000 Bureau of Emergency Services PEAKPOPTOUR&JOBS 5.91 29,000 Circuit & County Court Judges PEAKPOP 0.14 11000 Public Defender PERMPOP 0.78 31000 State Attorney PERMPOP 1.06 41000 Guardian Ad Litem Program PERMPOP 0.01 - County Manager Operations PEAKPOP&JOBS 1.10 51000 Office of Management & Budget PEAKPOP&JOBS 1.08 51000 Public Services Administration PERMPOP 0.38 11000 Domestic Animal Services PERMPOP 8.93 34,000 Community and Human Services PERMPOP 10.27 39,000 Library PEAKPOP 17.17 79,000 Parks & Recreation PEAKPOP 28.48 131,000 Public Health PERMPOP 0.94 41000 Public Transit and Neighborhood Enhancement PERMPOP 0.39 11000 Facilities Management PEAKPOP&JOBS 12.78 63,000 Transfer to 101 Transp Op Fund PEAKPOP&JOBS 32.49 1591000 Transfer to 310 Growth Mgt Transportation Cap PEAKPOP&JOBS 13.59 67,000 Transfet to 425/426 CAT Mass Transit PEAKPOP 4.71 221000 Transfer to 427/429 Transp Disadvantaged PERMPOP 8.58 33,000 Transfer to 490 EMS Fund PEAKPOPTOUR&JOBS 27.46 134,000 Distributions in Excess of Fees to Govt Agencies PERMPOP 16.07 62,000 Total General Funds Annual Operating Expenditures $ 566.17 $ 21695,000 Source: Collier County, DPFG, 2021 42 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 19: Brightshore Village MS, U Expenditures at Buildout MSTU GENERAL FUND $ Per EXPENDITURES Demand Base Demand At Buildout Board of County Commissioners - Other Admin. PERMPOP $ 4.32 $ 171000 Communications & Customer Relations Division PEAKPOP&JOBS $ 2.47 12,000 Growth Management Administration PEAKPOP&JOBS $ 0.97 51000 Planning PEAKPOP&JOBS $ 3.14 15,000 Regulation PEAKPOP&JOBS $ 9.25 45,000 Maintenance PEAKPOP&JOBS $ 8.01 39,000 Bureau of Emergency Services PEAKPOP&JOBS $ 0.13 11000 Community and Human Services PERMPOP $ 0.33 1,000 Parks & Recreation PEAKPOP $ 31.56 146,000 Transfer to 306 Parks Capital Fund PEAKPOP $ 6.91 321000 Transfer to 310 Growth Mgt Cap PEAKPOP&JOBS $ 5.15 25,000 Indirect Cost Reimbursement PEAKPOP&JOBS $ 3.54 17,000 Total MSTU Annual Operating Expenditures 75.79 $ 355,000 Source: Collier County, DPFG, 2021 43 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 20: Collier County Impact Fee Schedule for Applicable Services Demand Regional Community Law Land Use Unit Roads Parks Parks Enforcement Jail EMS Attached Villa (Condo, Duplex, SF -Attached) Townhome (Multi -Family (Low -Rise, 1-2 Floors) Traditional Rental (MF Mid -Rise) Single Family Detached < 4,000 Sq Ft Living Office 6,001- 100,000 Sq Ft Retail 50,001- 100,000 Scl Ft Unit Unit Unit Unit Sq Ft Sq Ft $ 6,234.27 $ 1,230.24 $ 455.20 $ 296.56 $ 259.25 $ 67.50 $ 6,471.24 $ 11230s24 $ 455.20 $ 296.56 $ 228.91 $ 67.50 $ 5,174.00 $ 1,230.24 $ 455.20 $ 296.56 $ 228.91 $ 67.50 $ 7/870936 $ 21694,32 $ 933.83 $ 586.95 $ 499.19 $ 142.07 $ 8960500 1 N/A N/A $ 0437157 $ 0032820 $ 0,09340 $ 13.77400 1 N/A N/A $ 0676499 $ 0,67846 $ 0.19230 Demand Land Use Unit Schools Water Wastewater Attached Villa (Condo, Duplex, SF -Attached) Unit $ 2,844.19 $ 3/382000 $ 3,314.00 Townhome (Multi -Family (Low -Rise, 1-2 Floors) Unit $ 2/844419 $ 3,382.00 $ 31314,00 Traditional Rental (MF Mid -Rise) Unit $ 2,844.19 $ 3/382000 $ 3,314.00 Single Family Detached < 4,000 Sq Ft Living Unit $ 8,789.54 $ 31382,00 $ 3,314.00 Office 6,001 - 100,000 Sq Ft Sq Ft N/A TBD TBD Retail 50,001- 100,000 Sq Ft Sq Ft N/A TBD TBD Source: Collier County, DPFG, 2021 BRIGHTSHORE VILLAGE ECONOMIC ASSESSMENT dix Table 210 VilWe Impact Fee Revenues for Applicable Services Land Use Units ':Unit Roads Parks Parks 'Enforcement Jail EMS Schools water wastewater Attached Villa (Condo, Duplex, SF -Attached) 150 Unit $ 61234.27 $ 1/230024 $ 455.20 $ 296.56 $ 259.25 $ 67.50 $ 2,844.19 $ 3,382.00 $ 3,314.00 Townhome (Multi -Family (Low -Rise, 1-2 Floors) 100 Unit $ 6,471.24 $ 1/230624 $ 455.20 $ 296.56 $ 228.91 $ 67.50 $ 21844.19 $ 3/382400 $ 31314.00 Traditional Rental (MF Mid -Rise) 250 Unit $ 51174.00 $ 11230v24 $ 455.20 $ 296.56 $ 228.91 $ 67.50 $ 2/844019 $ 31382.00 $ 3/314000 SFD 40' 600 Unit $ 71870.36 $ 21694.32 $ 933,83 $ 586,95 $ 499,19 $ 142.07 $ 81789.54 $ 3,382.00 $ 31314,00 SFD 50' 600 Unit $ 71870.36 $ 21694.32 $ 933.83 $ 586,95 $ 499.19 $ 142,07 $ 8/789454 $ 31382,00 $ 31314.00 SFD 60' 300 Unit $ 7/870936 $ 21694,32 $ 933.83 $ 586,95 $ 499.19 $ 142.07 $ 81789.54 $ 31382.00 $ 31314.00 Office 6,001- 100,000 Sq Ft 21,000 Sq Ft $ 8,60500 N/A N/A $ 0,37157 $ 0.32820 $ 0009340 N/A TBD TBD Retail 50,001- 100,000 Sq Ft 85,000 Sq Ft $ 13.77400 N/A N/A $ 0.76499 $ 0.67846 $ 0.19230 N/A TBD TBD Attached Villa (Condo, Duplex, SF -Attached) 150 Unit $ 935,000 $ 185,000 � 68,000 � 44,uuu � sy,uuu � lu,vuu a +��,��� a ��,��� ,��,��� Townhome (Multi -Family (Low -Rise, 1-2 Floors) 100 Unit 647,000 123,000 46,000 30,000 23,000 7,000 284,000 338,000 331,000 Traditional Rental (MF Mid -Rise) 250 Unit 11294,000 308,000 114,000 74,000 57,000 17,000 711,000 846,000 829,000 SFD 40' 600 Unit 41722,000 11617,000 560,000 352,000 300,000 85,000 51274,000 21029,000 1,988,000 SFD 50' 600 Unit 41722,000 1,6171000 560,000 352,000 300,000 85,000 51274,000 2/0297000 11988,000 SFD 60' 300 Unit 2,361,000 808,000 280,000 176,000 150,000 43,000 2,637,000 11015,000 994,000 Office 6,001 - 100,000 Sq Ft 21,000 Sq Ft 181,000 N/A N/A 81000 71000 21000 N/A TBD TBD Source: Collier County, DPFG, 2021 45 BRIGHTSHORE VILLAGE ECONOMIC ASSESSMENT Appendix Table 22a Collier County School District Base Assumptions STUDENT GENERATION RATES - 2015 IMPACT FEE UPDATE Single Family Multi Family and Single Family Attached Mobile Home FY 2021 SCHOOL FTE ENROLLMENT 18,270 91804 13/616 11287 788 31495 (496) 471797 Elementary Middle High Virtual Alternate Schools Charter Schools To Balance to Budgeted FTE Tot a I SCHOOL ENROLLMENT 2015 IMPACT FEE UDPATE 49% Elementary Middle High Total 23% 28% 100% FY 2021 MILEAGE RATES 2.768 0.748 3.516 1.500 5.016 2.768 2.248 5.016 Required Local Effort Dis A cretionary ddiitional Millage Total General Fund Millage Capital Improvement Millage Total Millage Total Required by State Law Discretionary Local Total Millage Source: Collier County School District, DPFG 2021 Required Local Effort Dis A cretionary ddiitional Millage Total General Fund Millage Capital Improvement Millage Total Millage Total Required by State Law Discretionary Local Total Millage Source: Collier County School District, DPFG 2021 BRIGHTSHORE VILLAGE ECONOMIC ASSESSMENT GENERAL LIMITING CONDITIONS Every reasonable effort has been made to ensure that the data contained a report are accurate as of the date of this study; however, factors exist that are outside the control of DPFG and that may affect the estimates and/or projections noted herein. This study is based on estimates, assumptions and other information developed by DPFG from its independent research effort, general knowledge of the industry, and information provided by and consultations with the client and the client's representatives. No responsibility is assumed for inaccuracies in reporting by the client, the client's agent and representatives, or any other data source used in preparing or presenting this study. This report is based on information that was current as of September 2021 (except for the sections identified as being updated December 13, 2021, February 25, 2022, March 28, 2022, June 28, 2022, and August 26, 2022), and DPFG has not undertaken any update of its research effort since such date. Because future events and circumstances, many of which are not known as of the date of this study, may affect the estimates contained therein, no warranty or representation is made by DPFG that any of the projected values or results contained in this study will actually be achieved. Possession of this study does not carry with it the right of publication thereof or to use the name of DPFG in any manner without first obtaining the prior written consent of DPFG. No abstracting, excerpting or summarization of this study may be made without first obtaining the prior written consent of DPFG. This report is not to be used in conjunction with any public or private offering of securities, debt, equity, or other similar purpose where it may be relied upon to any degree by any person other than the client, nor is any third party entitled to rely upon this report, without first obtaining the prior written consent of DPFG. This study may not be used for purposes other than that for which it is prepared or for which prior written consent has first been obtained from DPFG. Any changes made to the study, or any use of the study not specifically prescribed under agreement between the parties or otherwise expressly approved by DPFG, shall be at the sole risk of the party making such changes or adopting such use. This study is qualified in its entirety by, and should be considered in light of, these limitations, conditions and considerations. 47 PRE -APPLICATION MEETING NOTE ier County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.col I iercou ntyf l.gov 2800 NORTH HORSESHOE DRIVE NA )LES, FLORIDA 34104 (239) 252-2400 Pre -Application Meeting Notes Petition Type: S�____ Date and Time: Thursday 5/27/21 3 : 00 PM Assigned Planner: Nancy Gundlach Engineering Manager (for PPL's and FP's): Project Information Project Name: Hogan Island Village (SRA) PL#: 20210001067 114480008, Property ID #: 114440103 Current Zoning: A-MHO-RLSAO -BCI /BCP / S I -SSA-13 Project 21005 Immokalee Rd., City: Immokale estate: FL Zip: 34142 Applicant: Robert J. Mulhere, FAICP, President/CEO, Hole Montes, Inc. Robert J. Mulhere, FAICP,President/CEO,Hole Montes, Inc. Agent Name: Phone: 239-254-2018 Agent/Firm Address: 950 Encore way City: Property Owner: Barron Collier Partnership Please provide the following, if applicable: i. Total Acreage: 680 + / - Naples ii. Proposed # of Residential Units: iii. Proposed Commercial Square Footage: 130, 000 iv. For Amendments, indicate the original petition number: State: FL Zip: 34110 v. If there is an Ordinance or Resolution associated with this project, please indicate the type and number: vi. If the project is within a Plat, provide the name and AR#/PL#: Updated 1/12/2021 Page � 1 of 5 CoLl'ier County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliercou ntyfl.gov Meeting Notes 2800 NORTH HORSESHOE DRIVE NA )LES, FLORIDA 34104 (23 )) 252-2400 As of 10/16/2017 all Zoning applications have revised applications, and your associated Application is included in your notes; additionally a *new Property Ownership Disclosure Form is required for all applications. A copy of this new form is included in your pre-app Note — link is https://www.colliercount di.gov/Home/ShowDocument?id=75093 ak S� A i %roc i, or,btu I I- — �C� a If Site is within the City of Naples Water Service Area please send to Naples Utilities and Planning Departments. Then, if the petition is submitted, we are to send it (by email) to the four persons below in their Utilities and Planning Depts. -along with a request that they send us a letter or email of no objection" to the petition. Bob Middleton RMiddleton(a�naplesgov.com Allyson Holland AMHolland(c7naplesgov.com Robin Singer RSinger(anaolesgov.com Erica Martin emartinanaplesgov.com Disclaimer.• Information provided by staff to applicant during the Pre -Application Meeting is based on the best available data at the time of the meeting and may not fully inform the applicant of issues that could arise during the process. The Administrative Code and LDC dictates the regulations which all applications must satisfy. Any checklists provided of required data for an application may not fully outline what is needed. It is the applicant's responsibility to provide all required data. Updated 1/12/2021 Page � 2 of 5 ThomasClarkeVEN From: CookJaime Sent: Thursday, May 27, 2021 3:19 PM To: GundlachNancy; ThomasClarkeVEN Subject: Hogan Island SRA - Pre-App Notes for Environmental Nancy, Here are the pre-app notes for Hogan Island SRA: • Provide NRI Assessment: Include FLUCFCS map, Aerial map of property, Listed species surveys, Soils Map, map showing NRI scores for each acre within the SRA boundary • Provide information for which SSA is providing credits (credit agreement) • For any changes to NRI scoring from original study, provide justification We will schedule a site visit separately once we've received all documentation. Thanks! Respectfully, Jaime Cook Principal Environmental Specialist Development Review Division Exceeding Expectations, Every Day+ NOTE: Email Address Has Changed 2800 North Horseshoe Drive, Naples Florida 34104 Phone: 239.252.6290 How are we doing? Please CLICK HERE to fill out a Customer Survey. We appreciate your Feedback! Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. ThomasClarkeVEN From: SawyerM ichael Sent. Thursday, May 27, 2021 4:06 PM To: ThomasClarkeVEN; GundlachNancy Subject. Hogan Island Village Thomas, Please check the TIS required box on the pre app checklist as well as the methodology meeting on the next page. Please also add the following: Transportation Planning: Methodology meeting required. Address all transportation elements of the GMP. Provide goth ITE and SIC use codes in the TIS. Provide trip limit based on the TIS using standard language. TIS will also require intersection analysis limits of which will be determined once the limits of the impact area is determined with an agreed upon TIS. This Village will need to provide similar data and conditions as previously review -recent Villages. Respectfully, iVlichnel 5�.���ver Principal Planner Growth Management Department Transportation Plarming 2685 South Horseshoe Drive, Suite 103 Naples, Florida 34104 239-252-2926 michael.sawyer(a,colliercounty,fl.gov Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. From: TempletonMark Sent: Friday, May 28, 2021 9:31 AM To: ThomasClarkeVEN Subject: Pre Application Meeting PL20210001067 - Hogan Island Village (SRA) Thomas, Below are the landscape notes for the Hogan Island SRA Pre-App: 20' Type D buffer along the South and along the West as far as the road along the West extends. Type A buffer for the remainder of the West buffer. It appears that there may be sufficient open space along the North and East between the SRA boundary and Ag uses to the North and East to satisfy the transition requirement without a formal buffer which could be justified by the language in 4.08.07 J.3.a.vi. Please also add the language regarding street tree sizes and spacing and language about quantity of structural soil if used as was included in the previous SRA. Respectfully, Mark Templeton, RLA Principal Planner/Landscape Review o 7esr County Development Review Division Exceeding Expectations, Every Day! NOTE: Email Address Has Changed 2800 North Horseshoe Drive, Naples Florida 34104 Phone: 239.252.2475 How are we doing? Please CLICK HERE to fill out a Customer Survey. We appreciate your Feedback! Disclaimer- this email is not to be interpreted as an endorsement or approval of any penult, plan, project, or deviation from the Land Development Code. Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. 1 ThomasClarkeVEN From: MoscaMichele Sent: Thursday, July 01, 2021 12:56 PM To: ThomasClarkeVEN Cc: MedinaJosephine Subject: FW: Hogan Island (PL20210001067) Hi Thomas, �£ Please add the following items to the Hogan Island Village SRA pre-applicationo neeting notes: • Address consistency with RLSA Group 4 Policies • Address consistency with RLSA Attachment C • Address FLUE Polices 7.1-7.4, as applicable • Address FLUE Policy 5.6 Thank you, Michele R. Mosca, AICP Principal Planner CO 1e'Y Count V Zoning Division/Community Planning Section 2800 N. Horseshoe Dr., Naples, FL 34104 Phone: (239) 252-2466 Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. Collier County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.co1I1ercountyfLgov Meeting Notes 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 f /� J /) /�!?,�v� i r� rl _, av� — ��.,Z 1 � ? ���i L 12CLC 1� U ► �`U7,LC_ !� r� i [ i1.l�Z �2(�(Z 6� Pict 3: /t'f �[� �- 0 ff' �J L F ��fO�r S r ,�i C -- �Gt L nit �}-L I <, � � (� � ► iv S Q`'P -�2w1 A-t C. J� c� I � a� r✓ �G- � . EPM i L(T IL J I t%e Sx Ll l': 7^eelc — �.� ,., i LA�7c) i es o ��' PLC 5 C Other required documentation for submittal (not listed on application): Disclaimer: Information provided by staff to applicant during the Pre -Application Meeting is based on the best available data at the time of the meeting and may not fully inform the applicant of issues that could arise during the process. The Administrative Code and LDC dictates the regulations which all applications must satisfy. Any checklists provided of required data for an application may not fully outline what is needed. It is the applicant's responsibility to provide all required data. Updated 1/12/2021 Page � 3 of 5 Transportation Planning and PUD Monitoring Pre-App Notes Developer Commitments: Transportation Planning " The maximum total daily trip generation for the PUD shall not exceed two-way PM peak hour net trips based on the use codes in the ITE Manual on trip generation rates in effect at the time of application for SDP/SDPA or subdivision plat approval." Use Codes Provide both ITE and SIC use codes in the TIS. PUD Monitoring "One entity (hereinafter the Managing Entity) shall be responsible for PUD monitoring until close- out of the PUD, and this entity shall also be responsible for satisfying all PUD commitments until close-out of the PUD. At the time of this CPUD approval, the Managing Entity is the Insert Company Name Here. Should the Managing Entity desire to transfer the monitoring and commitments to a successor entity, then it must provide a copy of a legally binding document that needs to be approved for legal sufficiency by the County Attorney. After such approval, the Managing Entity will be released of its obligations upon written approval of the transfer by County staff, and the successor entity shall become the Managing Entity. As Owner and Developer sell off tracts, the Managing Entity shall provide written notice to County that includes an acknowledgement of the commitments required by the CPUD by the new owner and the new owner's agreement to comply with the Commitments through the Managing Entity, but the Managing Entity shall not be relieved of its responsibility under this Section. When the PUD is closed -out, then the Managing Entity is no longer responsible for the monitoring and fulfillment of PUD commitments." Miscellaneous "Pursuant to Section 125.022(5) F.S., issuance of a development permit by a county does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the county for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. All other applicable state or federal permits must be obtained before commencement of the development.'' ThomasClarkeVEN From: GiblinCormac Sent: Tuesday, June 08, 2021 1:39 PM Toe ThomasClarkeVEN Subject: RE: Pre-App Notes for Hogan Island Village (SRA) - PL20210001067 The applicant should coordinate housing affordability issues with Jake La Row in Community and Human Services 239- 252-2399. �._. Respectfully, Cormac Giblin, AICP,CPM Planning Manager, Development Review Co�l�er County Collier County Government Growth Management Department 2800 N. Horseshoe Drive, Naples, FL 34104 Phone: 239-252-2460 (***new phone number***) Cormac.Giblin(a,CollierCountyFL.gov From: ThomasClarkeVEN <Thomas.Clarke@colliercountyfl.gov> Sent: Tuesday, June 8, 2021 10:46 AM Toe. FeyEric <Eric.Fey@colliercountyfLgov>; PajerCraig <Craig.Pajer@colliercountyfLgov>; GiblinCormac <Cormac.Giblin@colliercountyfI gov>; PerryDerek <Derek.Perry@colliercountyfl.gov> Cc: MoscaMichele <Michele.Mosca@colliercountyfl.gov>; PerryDerek <Derek.Perry@colliercountyfl.gov>; GundlachNancy <Nancy.Gundlach@colliercountyfl.gov> Subject: Pre-App Notes for Hogan Island Village (SRA) - PL20210001067 Good Morning All, We had aPre-App Meeting for the above on 5/27/21. At this point do any of you have any Pre-App Notes to offer before I send out to the applicant? Please let me know today if possible. 7"aa elax& Operations Coordinator -Zoning Division 2800 North Horseshoe Drive, Naples, FL 34104 Phone: 239-252-2526 Tell us how we are doing by taking our Zoning Division Survey at http://bit.ly/CollierZoning Co Ter GaKnty Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request. do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. 1 From: PajerCraig Sent: Tuesday, June 08, 2021 11:19 AM To: ThomasClarkeVEN; FeyEric; GiblinCormac; PerryDerek Cc: MoscaMichele; PerryDerek; GundlachNancy Subject: RE: Pre-App Notes for Hogan Island Village (SRA) - PL20210001067 The Developer needs to meet with the EPMD Utilities Expansion Team to discuss their anticipated requirements associated with receiving utility service from Public Utilities. Respectfully, Craig Pajer, Principal Project Manager EPMD Utilities Expansion Team From: ThomasClarkeVEN <Thomas.Clarke@colliercountyfl.gov> Sent: Tuesday, June 8, 2021 10:46 AM To: FeyEric <Eric.Fey@colliercountyfl.gov>; PajerCraig <Craig.Pajer@colliercountyfl.gov>; GiblinCormac <Cormac.Giblin@colliercountyfl.gov>; PerryDerek <Derek.Perry@colliercountyfl.gov> Cc: MoscaMichele <Michele.Mosca@colliercountyfl.gov>; PerryDerek <Derek.Perry@colliercountyfl.gov>; GundlachNancy <Nancy.Gundlach@colliercountyfl.gov> Subject: Pre-App Notes for Hogan Island Village (SRA) - PL20210001067 Good Morning All, We had aPre-App Meeting for the above on 5/27/21. At this point do any of you have any Pre-App Notes to offer before I send out to the applicant? Please let me know today if possible. Operations Coordinator -Zoning Division 2800 North Horseshoe Drive, Naples, FL 34104 Phone: 239-252-2526 Tell us how we are doing by taking our Zoning Division Survey at http://bit.ly/CollierZonin� �� �o tc}-r Gou ntY Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic n-iail to this entity. Instead, contact this office by telephone or in writing. 1 �% V L Coil�iev County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DR1VE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www,colliercountVfl.gov (239) 252-2400 Pre -Application Meeting Sign - In Sheet PL# 20210001067 Collier County Contact Information: Name Review Discipline Phone Email Maggie Acevedo North Collier Fire 252-2309 macevedo@northcollierfire.com ❑ Steve Baluch Transportation Planning 252-2361 Stephen.baluch@colliercountyfl.gov ❑ ay Bellows Zoning, Planning Manager 252-2463 raymond.bellows@colliercountyfl.gov Laurie Beard PUD Monitoring 252-5782 laurie.beard@colliercountyfl.gov ❑ Craig Brown Environmental Specialist 252-2548 craig.brown@colIiercountyfl.gov ❑ Alexandra Casanova Operations Coordinator 252-2658 Alexandra.casanova@col IiercountyfLgov /Heidi Ashton Cicko Managing Asst. County Attorney 252-8773 heidi.ashton@colliercountyfl.gov Thomas Clarke Zoning Operations Coordinator 252-2584 thomas.clarke@colliercountyfl.gov Jamie Cook Prin. Environmental Specialist 252-6290 Jaime.cook@colliercountyfl.gov ❑ Jackie De la Osa North Collier Fire 252-2312 jdelaosa@northcollierfire.com ❑ Maggie DeMeo North Collier Fire 252-2308 pdemeo@northcollierfire.com Eric Fey, P.E. Utility Planning 252-1037 eric.fey@colliercountyfl.gov El Tim Finn, AICP Zoning Principal Planner 252-4312 timothy.finn@colliercountyfl.gov El Sue Faulkner Comprehensive Planning 252-5715 sue.faulkner@colliercountyfl.gov Jeremy Frantz LDC Manager 252-2305 Jeremy.Frantz@colIiercountyfl.gov gkrltmi•c F Michael Gibbons Structural/Residential Plan Review 252-2426 michael.gibbons@colliercountyfl.gov Storm Gewirtz, P.E. Engineering Stormwater 252-2434 storm .gewirtz@colliercountyfLgov Cormac Giblin, AICP Development Review -Planning Manager 252-5095 Cormac.giblin@colliercountyfl.gov .J Nancy Gundlach, AICP Zoning Principal Planner 252-2484 nancy.gundlach@colliercountyfl.gov ❑ Richard Henderlong Zoning Principal Planner 252-2464 rchard.henderlong@colliercountyfl.gov John Houldsworth Engineering Subdivision 252-5757 John.houldsworth@colliercountyfl.gov ❑ Alicia Humphries Right -Of -Way Permitting 252-2326 alicia.humphries@colliercountyfl.gov Anita Jenkins Planning & Zoning Director 252-5095 Anita.jenl<ins@colliercountyfl.gov ❑ John Kelly Zoning Senior Planner 252-5719 john.kelly@colliercountyfl.gov Parker Klopf Zoning Senior Planner 252-2471 Parker.klopf@colliercountyfl.gov ❑ Troy Komarowski North Collier Fire 252-2521 tkomarowski@northcollierfire.com ❑ Sean Lintz North Collier Fire 597-9227 Blintz@northcollierfire.com ❑ Diane Lynch Operations Analyst 252-8243 diane.lynch@colliercountyfl.gov ❑ Thomas Mastroberto Greater Naples Fire 252-7348 thomas.mastroberto@colliercountyfl.gov Updated 1/12/2021 Page � 4 of 5 COLLIER CUUIVTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliercountvfl.gov Col vier County 2800 NORTH HORSESHOE DRIVE MAPLES, FLORIDA 34104 (239) 252-2400 ❑ Jack McKenna, P.E. Engineering Services 252-2911 jack.mckenna@colliercountyfl.gov ❑ Matt McLean, P.E. Development Review Director 252-8279 matthew.mclean@colliercountyfl.gov Michele Mosca, AICP Capital Project Planning 252-2466 michele.mosca@colliercountyfl.gov ❑ Annis Moxam Addressing 252-5519 annis.moxam@colliercountyfl.gov ❑ Richard Orth Stormwater Planning 252-5092 richard.orth@colliercountyfl.gov ❑ U Brandy Otero Derek Perry Brandi Pollard Transit Assistant County Attorney Utility Impact fees 252-5859 252-8066 252-6237 brandy.otero@colliercountyfl.gov Derek.perry@colliercountyfl.gov brandi.pollard@colliercountyfl.gov El Todd Riggall North Collier Fire 597-9227 triggall@northcollierfire.com ❑ Brett Rosenblum, P.E. Development Review Principal Project Manager 252-2905 brett.rosenblum@colliercountyfl.gov ❑ James Sabo, AICP Zoning Principal Planner 252-2708 james.sabo@colliergo.net Michael Sawyer Transportation Planning 252-2926 michael.sawyer@colliercountyfl.gov 1 ❑ Corby Schmidt, AICP Linda Simmons Comprehensive Planning North Collier Fire 252-2944 252-2311 corby.schmidt@colliercountyfl.gov Linda.Simmons@colliercountyfl.gov ❑ Peter Shawinsky Architectural Review 252-8523 peter.shawinsky@colliercountyfl.gov f Mark Templeton Landscape Review 252-2475 mark.templeton@colliercountyfl.gov ❑ Connie Thomas Client Services Supervisor 252-6369 Consuela.thomas@colliercountyfl.gov Jessica Velasco Client Services 252-2584 jessica.velasco@colliercountyfl.gov ❑ Jon Walsh, P.E. Building Review 252-2962 jonathan.walsh@colliercountyfl.gov Lj Kirsten Wilkie Environmental Review Manager 252-5518 kirsten.wilkie@collie rcountyfLgov ❑ ❑ Christine Willoughby Daniel Zunzunegui Development Review - Zoning North Collier Fire 252-5748 252-2310 christine.willoughby@colliercountyfl.gov Daniel.Zunzunegui@colliercountyfl.gov Additional Attendee yT, '. j Ti%f S Contact Infnrmatinn: Name Representing Phone Email alb MI4teIV%C L� .41v r-ol jh/L �►� %Lr LCo G IL ,e-t," 5 f�il.,c i`Zlv,�l-ems %C'A Updated 1/12/2021 Page � 5 of 5 ColtvRty Growth Management Department Zoning Division Applicant/Agent may also send site plans or conceptual plans for review in advance if desired. PL20210001067 — Hogan Island Village (SRA) Planner: Nancy Gundlach -PRE-APP INFO Assigned Ops Staff: Thomas Clarke STAFF FORM FOR SUPPLEMENTAL PRE -APPLICATION MEETING INFORMATION • Name and Number of who submitted pre-app request Robert J. Mulhere, FAICP, President/CEO, Hole Montes, Inc. 239-254-2018 • Agent to list for PL# Robert]. Mulhere, FAICP, President/CEO, Hole Montes, Inc. 239-254-2018 • Owner of property (all owners for all parcels) Barron Collier Partnership (Portions of Folio #s: 00114440103 and 00114480008) • Confirm Purpose of Pre-App: (Rezone, etc.) The applicant is proposing to submit an SRA application for the Hogan Island Village SRA. The location is on the north side of Immokalee Road in Sections 18 and 19, Township 47, Range 28 (portions of folio #s: 00114440103 and 00114480008). The proposed village size is 680± acres, 2,400± units (about 3.5 DUs per acre or less), 130,000 SF of Neighborhood Commercial and 24,000 SF of Civic, Governmental and Institutional. • Please list the density request of the project if applicable and number of homes/units/offices/docks (any that apply). See above. • Details about Project: See above. REQUIRED Supplemental Information provided by: Name: Robert J. Mulhere, FAICP Title: President/CEO Email: bobmuIhere@hmeng.com Phone: 239-254-2018 Cancellation/Reschedule Requests: Contact Danny Condomina-Client Services Supervisor danny.condomina@colliercountyfl Phone: 239-252-6866 Created April 5, 2017 Location: K:\CDES Planning Services\Current\Zoning Staff Information Zoning Division • 2800 North Horseshoe Drnte •Naples, Florida 34104.239-252-2400 • v�nr,r.colliergov.net COLLIER CVUFYTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www. col l i ergov. n et CoC[er County 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 PROPERTY OWNERSHIP DISCLOSURE FORM This is a required form with all land use petitions, except for Appeals and Zoning Verification Letters. Should any changes of ownership or changes in contracts for purchase occur subsequent to the date of application, but prior to the date of the final public hearing, it is the responsibility of the applicant, or agent on his behalf, to submit a supplemental disclosure of interest form. Please complete the following, use additional sheets if necessary. a. If the property is owned fee simple by an INDIVIDUAL, tenancy by the entirety, tenancy in common, or joint tenancy, list all parties with an ownership interest as well as the percentage of such interest: Name and Address % of Ownership b. If the property is owned by a CORPORATION, list the officers and stockholders and the percentage of stock owned by each. Name and Address % of Ownership c. If the property is in the name of a TRUSTEE, list the beneficiaries of the trust with the percentage of interest: Name and Address % of Ownership Created 9/28/2017 Page 1 of 3 COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliergov.net ColImpler County 2800 NORTH HORSESHOE DRIVE NA )LES, FLORIDA 34104 (239) 252-2400 FAX6 (239) 252-6358 d. If the property is in the name of a GENERAL or LIMITED PARTNERSHIP, list the name of the general and/or limited partners: Name and Address % of Ownership e. If there is a CONTRACT FOR PURCHASE, with an individual or individuals, a Corporation, Trustee, or a Partnership, list the names of the contract purchasers below, including the officers, stockholders, beneficiaries, or partners. f C� Name and Address % of Ownership Date of Contract: If any contingency clause or contract terms involve additional parties, list all individuals or officers, if a corporation, partnership, or trust: Date subject property acquired ❑ Leased: Term of lease Name and Address years /months If, Petitioner has option to buy, indicate the following: Created 9/28/2017 Page 2 of 3 Collier COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliergov.net Date of option: Date option terminates: Anticipated closing date: County 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 or AFFIRM PROPERTY OWNERSHIP INFORMATION Any petition required to have Property Ownership Disclosure, will not be accepted without this form. Requirements for petition types are located on the associated application form. Any change in ownership whether individually or with a Trustee, Company or other interest -holding party, must be disclosed to Collier County immediately if such change occurs prior to the petition's final public hearing. As the authorized agent/applicant for this petition, I attest that all of the information indicated on this checklist is included in this submittal package. I understand that failure to include all necessary submittal information may result in the delay of processing this petition. The completed application, all required submittal materials, and fees shall be submitted to: Growth Management Department ATTIN: Business Center 2800 North Horseshoe Drive Naples, FL 34104 Agent/Owner Signature Agent/Owner Name (please print} Date Created 9/28/2017 Page 3 of 3 Co14ier County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT PLANNING AND REGULATION 2800 NORTH HORSESHOE DRIVE NAPLIES, FLORIDA 34104 239) 252=2400 FAX (239) 252=6358 www.colliergov.net STEWARDSHIP RECEIVING AREA (SRA) DESIGNATION APPLICATION The following documents the necessary items, exhibits and agreements for the Stewardship Receiving Area Designation Application, SUBMITTAL PACKAGE Submit the Application to: Growth Management Department Attn: Operations & Regulatory 2800 N. Horseshoe Drive, Naples Florida 34104 Phone (239) 252-2400 / Fax (239) 643-6968 The Applicant shall submit one copy of the application or may submit electronically for verification of completeness. The application package shall also contain completed copies of the appropriate form(s) as provided herein. The Applicant is responsible for providing additional copies for public hearings and for County records, once the application is finalized. ENEENEEM REQUIRED FEES Application Fee: $7,000.00 plus $25.00 per acre Comprehensive Plan Consistency Review $2,250.00 FIAM (Fiscal Impact Analysis) $4,000.00 BCC Legal Advertising $500 :CPC Legal Advertising $1,125 Transportation Fees —refer to pre -application meeting notes i i� egtzarn j> 41-04 School Concurrency Review Fees, if required. Mitigation Fees, if applicable, to be determined by the School District in coordination with the County Refer to pre -application meeting notes for additional required fees. ► Please make check payable to: Board of County Commissioners APPLICATION REVIEW SCHEDULE (LDC The application review schedule is as follows: ► Within thirty (30) days of receipt of the SRA Application, the applicant will be notified in writing that the application is complete and sufficient for review. If required, the applicant shall submit additional information. Within twenty (20) working days of receipt of the additional information the applicant will be notified if the application is complete. / Staff review and written comments shall be submitted to the applicant sixty (60) days after sufficiency has been determined. / Staff shall provide a written report containing their findings and recommendations of approval, approval with conditions or denial within ninety (90) days after sufficiency is determined. EAC hearing per LDC 4.08.07 F.l .a. 1 The CCPC shall hold an advertised public hearing on the proposed application and agreement. The notice of this hearing shall be given ten (10) days prior to the meeting date. ► The BCC shall hold an advertised public hearing on the proposed application and agreement. The notice of this hearing shall be given ten (10) days prior to the meeting date. AMENDMENTS Collier County shall consider an amendment to an approved SRA in the same manner as designated in this application. February 11, 2019 Collier County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 PLANNING AND REGULATION PROJECT NUMBER PROJECT NAME DATE PROCESSED 239) 252-2400 FAX (239) 252-6358 www.colliergov.net STEWARDSHIP RECEIVING AREA (SRA) APPLICATION Name of Property Owner(s): To be completed by staff APPLICANT INFORMATION Name of Applicant if different than owner: Address: City: State: Telephone: Cell: Fax: E-Mail Address: Agent• Firm: Address: Telephone: E-Mail Address: City: Cell: PROPERTY INFORMATION You State: Fax: ZIP: ZIP: must include the County's Property Ownership Disclosure Form with this application in order for if to be considered complete. This farm is located af: https: f�www.colliergov.netf Home f ShowDocument?id=75093. Section�Township�Range: / / Zoning: General Location and Cross Streets: Folio Numbers: Total Area of Project: acres List any previously approved or pending petition numbers affecting the property. February ll, 2019 dri e County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT PLANNING AND REGULATION 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 239) 252-2400 FAX (239) 252-6358 www.colliergov.net ADJACENT ZONING/LAND USE Zoning Land Use N S E W Name: LIST OF CONSULTANTS Phone: Name: Phone: Name: Phone Name: Phone Name: Phone Mailing Address: iling Address: Ma Mailing Address: Mailing Address: Mailing Address: Applicant is responsible for providing finalized copies as required for public hearing. I hereby submit and certify the application to be complete and accurate. Printed Name of Agent Signature of Agent Date February 11, 2019 co t l-;e->� co-�-�ty COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT PLANNING AND REGULATION 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 239) 252-2400 FAX (239) 252-6358 www.colliergov.net SECTION I NATURAL RESOURCE INDEX ASSESSMENT (LDC 4.08.07.D.3.) 1. Submit an Assessment that documents the Natural Resource Index Value Scores. The Assessment is to include an analysis that quantifies the number of acres by Index Values. The Assessment shall include the following: a. Identify all lands within the proposed SRA that have an Index Value greater than 1.2. b. Verify that the Index Value scores assigned during the RLSA Study are still valid through recent aerial photography, satellite imagery, agency -approved mapping, or other documentation, as verified by field inspections. c. If the Index Value scores assigned during the RLSA Study are no longer valid the applicant shall document the current Index Value of the land. d. Quantify by type the acreage of agricultural lands being converted. e. Quantify by type the acreage of non- agricultural acreage being converted. f. Quantify by type the acreage of all lands within the proposed SRA that have an Index Value greater than 1.2. g. Quantify by type the acreage of all lands being designated as an SRA within the ACSC, if any. h. Demonstrate compliance with the Suitability Criteria contained in Section 4.08.07.A.1. SECTION II NATURAL RE50URCE INDEX ASSESSMENT SUPPORT DOCUMENTATION (LDC 4.08.07.D.4.) 1. Documentation to support the Natural Resource Index Assessment shall be provided for each SRA being designated a. Legal description, including sketch or survey. b. Acreage calculations of lands being put into the SRA, including acreage calculations of WRAs (if any) within the SRA boundary but not included in the SRA designation. c. RLSA Overlay Map delineating the area of the RLSA District being designated as an SRA. d. Aerial photograph delineating the area being designated as an SRA. e. Natural Resource Index Map of the area being designated as an SRA. f. FLUCCS maps) delineating the area being designated as an SRA. February 11, 2019 Co1l'ier County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 PLANNING AND REGULATION 239) 252-2400 FAX (239) 252-6358 www.colliergov.net g. Listed species map(s) delineating the area being designated as an SRA. h. Soils maps) delineating the area being designated as an SRA. i. Documentation to support a change in the related Natural Resource Index Value(s), if appropriate. SECTION III OTHER REQUIRED DOCUMENTS 1. Submit a SRA Master Plan consistent with the requirements of Section 4.08.07.G. 2. Submit a SRA Development Document consistent with the requirements of Section 4.08.07.H. 3. Submit a Public Facilities Impact Assessment Report addressing the requirements of Section 4.08.07.K. 4. Submit an Economic Assessment Report addressing the requirements of Section 4.08.07.L. 5. School Concurrency — if the proposed project includes a residential component, you are required TO contact the School District of Collier County at 239-377-0267 to discuss school concurrency requirements. (Download the School Impact Analysis Application from the website) SECTION IV STEWARDSHIP CREDIT USE AND RECONCILIATION APPLICATION (LDC 4.08.07.D.9) 1. The legal description of, or descriptive reference to, the SRA to which the Stewardship Credits are being transferred. 2. Total number of acres within the proposed SRA and the total number of acres of the proposed SRA within the ACSC (if any). 3. Number of acres within the SRA designated "public use" that do not require the redemption of Stewardship Credits in order to be entitled (does not consume credits). Number of acres of "excess" open spaces within the SRA that do not require the consumption of credits. 5. Number of acres of WRAs inside the SRA boundary but not included in the SRA designation. 6. Number of acres within the SRA that consume credits. 7. The number of Stewardship Credits being transferred to (consumed by) the SRA and documentation that the applicant has acquired or has a contractual right to acquire those Stewardship Credits, 8. The number of acres to which credits are to be transferred (consumed) multiplied by 8 Credits/ acre equals the number of Credits to be transferred (consumed). February 11, 2019 Coder County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT PLANNING AND REGULATION 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 239) 252=2400 FAX (239) 252=6358 www.colliergov.net 9. A descriptive reference to one or more approved or pending SSA Designation Applications from which the Stewardship Credits are being obtained. Submit copies of SSA Stewardship Credit Agreement and related documentation, including: a. SSA Application Number b. Pending companion SRA Application Number c. SSA Designation Resolution (or Resolution Number) d. SSA Credit Agreement (Stewardship Agreement) e. Stewardship Credits Database Report 10. A descriptive reference to any previously approved Stewardship Credit Use and Reconciliation Applications that pertain to the referenced SSA(s) from which the Stewardship Credits are being obtained. 11. A summary table in a form provided by Collier County that identifies the exchange of all Stewardship Credits that involve the SRA and all of the associated SSAs from which the Stewardship Credits are being obtained. SECTION V STEWARDSHIP RELIEVING AREA CREDIT AGREEMENT (LDC 4.08.07.D.1 1.b) 1. The applicant for designation of an SRA shall enfier into an SRA Credit Agreement with the County for each SRA. 2. The SRA Credit Agreement shall contain: a. The number of SSA credits applied to the SRA land in order to carry out the plan of development on the acreage proposed in the SRA Development Documents. b. The legal description of the SRA land and number of acres. c. The SRA Master Plan, which must include the following: i. Identify the land uses ii. Identifying the number of residential dwelling units life Gross leaseable area of retail square footage iv. Gross leaseable office square footage v. All other land uses depicted on the master plan. 3. Description of the SSA credits that are needed to entitle the SRA land and the anticipated source of said credits. 4. Acknowledgement from the applicant that development of SRA land may not commence until the applicant has recorded a SRA Credit Agreement Memorandum with the Collier County Clerk of Courts, and 5. The applicant's commitment, if any, regarding conservation or any other restriction on developmenfi on any lands within the SRA including wetlands, as may be depicted on the SRA Master Plan for special treatment. Februat-y 11, 2019 DRESSING CHECKLIST COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliergov.net 2800 NORTH HORSESHOE DRIVE NA )LES, FLORIDA 34104 (239) 252-2400 FAX (239) 252=5724 Please complete the following and email to GMD_Addressing@colliergov.net or fax to the Operations Division at 239-252-5724 or submit in person to the Addressing Section at the above address. Form must be signed by Addressing personnel prior to pre -application meeting,please allow 3 days for processing. Not all items will apply to every project. Items in bold type are required. FOLIO NUMBERS MUST BE PROVIDED. Forms older than 6 months will require additional review and approval by the Addressing Section, PETITION TYPE (Indicate type below, complete a separate Addressing Checklist foreach Petition type) ❑ BL (Blasting Permit) ❑ SDP (Site Development Plan) ❑ BD (Boat Dock Extension) ❑ SDPA (SDP Amendment) ❑ Carnival/Circus Permit ❑ SDPI (Insubstantial Change to SDP) ❑ CU (Conditional Use) ❑ SIP (Site Improvement Plan) ❑ EXP (Excavation Permit) ❑ SIPI (Insubstantial Change to SIP) ❑ FP (Final Plat ❑ SNR (Street Name Change) ❑ LLA (Lot Line Adjustment) ❑ SNC (Street Name Change — Unplatted) ❑ PNC (Project Name Change) ❑ TDR (Transfer of Development Rights) ❑ PPL (Plans & Plat Review) ❑ VA (Variance) ❑ PSP (Preliminary Subdivision Plat) ❑ VRP (Vegetation Removal Permit) ❑ PUD Rezone ❑ VRSFP (Vegetation Removal & Site Fill Permit) ❑ RZ (Standard Rezone) 0 OTHER SRA LEGAL DESCRIPTION of subject property or properties (copy of lengthy description maybe attached) Sections 18 and 19, Township 47, Range 28 FOLIO (Property ID) NUMBER(s) of above (attach to, orassociate with, legal description if more than one) 00114440103 and 00114480008 STREET ADDRESS or ADDRESSES (as applicable, if already assigned) + LOCATION MAP must be attached showing exact location of project/site in relation to nearest public road right- of-way + SURVEY (copy -needed only for Unplatted properties) CURRENT PROJECT NAME (if applicable) PROPOSED PROJECT NAME (if applicable) PROPOSED STREET NAMES (if applicable) SITE DEVELOPMENT PLAN NUMBER (for existing projects/sites only) SDP - or AR or PL # Rev. 6/9/2017 Page 1 of 2 �,. Co �e-r Cou.�.ty COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliergov.net 2$00 NORTH HORSESHOE DRIVE MAPLES, FLORIDA 34104 (239) 252-2400 FAX (239) 252-5724 Project or development names proposed for, or already appearing in, condominium documents (if application; indicate whether proposed or existing) Please Return Approved Checklist By: � Email ❑ Fax ❑ Personally picked up Applicant Name: Robert J. Mulhere, FAICP, President/CEO, Stephanie Karol, Permitting Coordinator Phone: 239-254-2018 Email/Fax: stephaniekarol hmeng.com Signature on Addressing Checklist does not constitute Project and/or Street Name approval and is subject to further review by the Operations Division. FOR STAFF USE ONLY Folio Number 00114440103, 00114480008 Folio Number Folio Number Folio Number Folio Number Folio Number . �. Approved by: Date: Updated by: Date: 05/19/2021 Rev. 6/9/2017 Page 2 of 2 MAN AFFIDAVIT Ur AUTHORIZATION FOR PETITION NUMBERS(S) HocAN VILLAGE sRA(PL-zoz�0001os�1 DAVID B. GENSON (print name) aS VICE PRESIDENT (title if applicable) of B \RRON COLLIER CORPORATION, MANAGER OF HOGAN FARMS, LLC (company, If applicable), swear or affirm under oath, that I am the (choose one) owner0app!lcant❑contract purchaser❑and that: 1. I have full authority to secure the approvals) requested and to impose covenants and restrictions on the referenced property as a result of any action approved by the County in accordance with this application and the Land Development Code; 2. All answers to the questions in this application and any sketches, data or other supplementary matter attached hereto and made a part of this application are honest and true; 3. I have authorized the staff of Collier County to enter upon the property during normal working hours for the purpose of investigating and evaluating the request made through this application; and that 4. The property will be transferred, conveyed, sold or subdivided subject to the conditions and restrictions imposed by the approved action. 5. Well authorize ROBERT J MULHERE, FAICP, PRESIDENT & RICHARD YOVANOVICH, Eso, to act as our/my representative in any matters regarding this petition including 1 through 2 above. *Notes: • If the applicant is a corporation, then it is usually executed by the corp. pres. or v, pres. • If the applicant is a Limited Liability Company (L.L.C.) or Limited Company (L.C.), then the documents should typically be signed by the Company's "Managing Member." • If the applicant is a partnership, then typically a partner can sign on behalf of the partnership. • If the applicant is a limited partnership, then the general partner must sign and be identified as the "general partner" of the named partnership. • If the applicant is a trust, then they must include the trustee's name and the words "as trustee". • In each instance, first determine the applicant's status, e.g., individual, corporate, trust, partnership, and then use the appropriate format for that ownership. Under alties of perjury, I declare that I have read the foregoing Affidavit of Authorization and that the fa t ted it are i 1 J DAVID B. GENSON, V.PRESIDENTSignature Date HOGAN FARMS, LLC BY: BARRON COLLIER CORPORATION, ITS MANAGER STATE OF FLORIDA COUNTY OF COLLIER The foregoing instru ant was acknowleged before me by means of physical resence or ❑online notarization this day of , 2aZ) , by (printed name of owner or qualifier) Vlf� r01 y Such person(s) Nota Public must check applicable box: �] Are personally known to me f ❑ Has produced a current drivers license ❑ Has produced Notary Signature: CP\OS-COA-00115\155 REV 3/4/2020 n iden ��`'�k Commission � GG 215373 `� ��` Expires May 8, 2022 o?Fain InUrarAg 00'385'7019 •,,n�*%, Bended>>truTMp - PROPERTY OWNERSHIP DISCLOSURE FORM COLDER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliereov.net Co*er County 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 PROPERTY OWNERSHIP DISCL05URE FORM This is a required form with all land use petitions, except for Appeals and Zoning Verification letters. Should any changes of ownership or changes in contracts for purchase occur subsequent to the date of application, but prior to the date of the final public hearing, it is the responsibility of the applicant, or agent on his behalf, to submit a supplemental disclosure of interest form. Please complete the following, use additional sheets if necessary. a. If the property is owned fee simple by an INDIVIDUAL, common, or joint tenancy, list all parties with an percentage of such interest: b. c. tenancy b y the entirety, tenancy in ownership interest as well as the Name and Address % of Ownership NA If the property is owned by a CORPORATION, list the officers and stockholders and the percentage of stock owned by each: Name and Address % of Ownership NA If the property is in the name of a TRUSTEE, list the beneficiaries of the trust with the percentage of interest: Name and Address % of Ownership NA Created 9/28/2017 Page 1 of 3 COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.col I iereov. net d, f. 0 �r Co er C014nkY 2800 NORTH HORSE5HOE DRIVE NA US, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 If the property is in the name of a GENERAL or LIMITED PARTNERSHIP, list the name of the general and/or limited partners: Name and Address % of Ownership Hogan Farms, LLC* 2600 Golden Gate Parkway, Naples, FL 34105 *Barron Collier Corporation, Manager of Hogan Farms, LLC 2600 Golden Gate Parkway, Naples, FL 34105 See attached Exhibit A If there is a CONTRACT FOR PURCHASE, with an individual or individuals, a Corporation, Trustee, or a Partnership, list the names of the contract purchasers below, including the officers, stockholders, beneficiaries, or partners: Name and Address % of Ownership Date of Contract: If any contingency clause or contract terms involve additional parties, list all individuals or officers, if a corporation, partnership, or trust: Name and Address Date subject property acquired ❑ Leased: Term of lease years /months If, Petitioner has option to buy, indicate the following: Created 9/28/2017 Page 2 of 3 COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colitereov.net Date of option: Co��er County 2800 NORTH HORSESHOE DRIVE NA )LES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 Date option terminates:. , or Anticipated closing date: AFFIRM PROPERTY OWNERSHIP INFORMATION Any petition required to have Property Ownership Disclosure, will not be accepted without this form. Requirements for petition types are located on the associated application form. Any change in ownership whether individually or with a Trustee, Company or other interest -holding party, must be disclosed to Collier County immediately if such change occurs prior to the petition's final public hearing. As the authorized agent/applicant for this petition, I attest that afl of the information indicated on this checklist is included in this submittal package. I understand that failure to include all necessary submittal information may result in the delay of processing this petition. The completed application, all required submittal materials, and fees shall be submitted to: Growth Management Department ATTN: Business Center 2800 North Horseshoe Drive Naples, FL 34104 nt/Owner Signature Agent/Owner Name (please print) `1�z8�2oZ1 Date Created 9/28/2017 Page 3 of 3 Exhibit A Property Ownership Disclosure Entity Ownership Percentage Hogan Farms, LLC 10000000% Hogan Farms, LLC Barron Collier Corporation 0001000% BCAM, LLLP 99/9000% BCAM, LLLP Barron Collier Corporation 00.10% Barron Collier Partnership, LLLP 9909000% Barron Collier Corporation Juliet C Sproul Testamentary Trust 25.0000% Barron Collier III 25.0000% R. Blakeslee Gable 06.2500% M. Wells Gable 06.2500% Christopher D. Villere 04,1667% Mathilde V. Currence 04.1667% Lamar G. Villere 04.1667% Phyllis G Alden 12.5000% Donna G. Keller Irrevocable Trust 12.5000% Barron Collier Partnership, LLLP Barron Collier Management, LLC 0140000% Juliet C. Sproul Family Inheritance Trust 24.7500% Barron G Collier III Lifetime Irrevocable Trust 24.7500% Lamar Gable Lifetime Irrevocable Trust 12.3750% FGVLIRT - Christopher D. Villere Family 04.1250% FGVLIRT— Mathilde V. Currence Family 04.1250% FGVLIRT— Lamar G. Villere Family 04,1250% Phyllis G. Alden Lifetime Irrevocable Trust 12.3750% Donna G. Keller Lifetime Irrevocable Trust 12.3750% SRA APPLICATION Coer County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT PLANNING AND REGULATION 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 239) 252-2400 FAX (239) 252-6358 Www.colliergov.net STEWARDSHIP RECEIVING AREA (SRA) DESIGNATION APPLICATION The following documents the necessary items, exhibits and agreements for the Stewardship Receiving Area Desianation Application. SUBMITTAL PACKAGE Submit the Application to: Growth Management Department Attn: Operations & Regulatory 2800 N. Horseshoe Drive, Naples Florida 34104 Phone (239) 252-2400 / Fax (239) 643=6968 The Applicant shall submit one copy of the application or may submit electronically for verification of completeness. The application package shall also contain completed copies of the appropriate form(s) as provided herein. The Applicant is responsible for providing additional copies for public hearings and for County records, once the application is finalized. REQUIRED FEES Application Fee: $7,000.00 plus $25.00 per acre Comprehensive Plan Consistency Review $2,250.00 FIAM (Fiscal Impact Analysis) $4,000.00 BCC Legal Advertising $500 :CPC Legal Advertising $1,125 Transportation Fees —refer to pre -application meeting notes School Concurrency Review Fees, if required. Mitigation Fees, if applicable, to be determined by the School District in coordination with the County Refer to pre -application meeting notes for additional required fees. ► Please make check payable to: Board of County Commissioners APPLICATION REVIEW SCHEDULE (LDC 4.08.07.E.) The application review schedule is as follows: ► Within thirty (30) days of receipt of the SRA Application, the applicant will be notified in writing that the application is complete and sufficient for review. If required, the applicant shall submit additional information. ► Within twenty (20) working days of receipt of the additional information the applicant will be notified if the application is complete. Staff review and written comments shall be submitted to the applicant sixty (60) days after sufficiency has been determined. ► Staff shall provide a written report containing their findings and recommendations of approval, approval with conditions or denial within ninety (90) days after sufficiency is determined. ► EAC hearing per LDC 4.08.07 F.l.a. ► The CCPC shall hold an advertised public hearing on the proposed application and agreement. The notice of this hearing shall be given ten (10) days prior to the meeting date. / The BCC shall hold an advertised public hearing on the proposed application and agreement. The notice of this hearing shall be given ten (10) days prior to the meeting date. AMENDMENTS Collier County shall consider an amendment to an approved SRA in the same manner as designated in this application. February 11, 2019 Co tier County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT PLANNING AND REGULATION PROJECT NUMBER PROJECT NAME DATE PROCESSED 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 239) 252-2400 FAX (239) 252=6358 www.colliergov.net STEWARDSHIP RECEIVING AREA (SRA) APPLICATION INNEEN To be completed by staff APPLICANT INFORMATION Name of Property Owner(s): Hogan Farms, LLC Name of Applicant if different than owner: Address: 2600 Golden Gate Pkwy, Ste 200 City: Naples State: FL. Zips 34105 Telephonea 23940M734 Cell: N/A Fax: N/A -Mall Address: DGenson@barroncollier.com & NCasalanguida@barroncollier.com Agent: Robert J. Mulhere, FAICP, President/CEO� Firm: Hole Montes, Inc. Address: 950 Encore Way City: Naples state.. Zip: 34110 Telephone:239-254-2000 Ce11: N/A Fax:239-254-2099 E-Mail Address: bobmulhere@hmeng.com PROPERTY INFORMATION You must include the County's Property Ownership Disclosure Form with this application in order for it to be considered complete. This form is located at: h. ps:%fwww.colliergov.net/Home/ShowDocument2id=75093. S ection/Township/Range: 18&19 / 47S % 28E ZoniA-MHO-RLSAO-BCl/BCP/SI-SSA-13 ng: General Location and Cross Streets: North of Immokalee Road, Northeast of intersection of Folio Numbers: Red Hawk Lane and Immokalee Road 00114440103 and 00114480008 Total Area of Project: 68� •5 ± acres List any previously approved or pending petition numbers affecting the property. _ *Name of Agent: Richard D. Yovanovich, Esquire Firm: Coleman, Yovanovich & Koester, P.A. Address: 4001 Tamiami Trail North, Suite 300, Naples, NIA FL 34103 Phone/Fax:239-435-3535,239-435-1218 Email:ryovanovich@cyklawfirm.com February 11, 2019 Coeur County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT PLANNING AND REGULATION 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 239) 252-2400 FAX (239) 252-6358 www.colliergov.net ADJACENT ZONING/LAND USE Zoning Land Use N A -Agriculture, A-MHO-RLSAO SSA 13, Ag S E-Estates, A-MHO-RLSAO Immokalee Road, Residential E A -Agriculture, A-MHO-RLSAO SSA 13, Ag W A -Agriculture, XMHO-RFMUO Ag LIST OF CONSULTANTS Name: Hole Montes, Inc. Phone: 239-254-2000 Mailing Address: 950 Encore Way, Naples, FL 34110 Name• Coleman, Yovanovich & Koester, PA Phone: 239435-3535 Mailing Address: 4001 Tamiami Tr. N., Naples, FL 34103 ame: Phone: Mailing Address: Passarella and Associates 239-274-0067 13620MetropolisAve.,FortMyers,FL33912 N ame: Trebilcock Consulting Solutions, PA Phone: Mailing Address: 239-566-9551 2600 Davis Blvd, Suite 200, Naples. FL 34104 N Phone: N ame: Mailing Address: Peninsula Engineering 239-403-6700 2600 Golden Gate Pkwy, Ste 200, Naples, FL 34108 DPFG -Development Planning &Financing Group, Inc., 250 International Pkwy., #280, Lake Mary, FL 32746 (321-263-0132) Applicant is responsible for providing finalized copies as required for public hearing. hereby submit and certify the application to be complete and accurate. Robert J. Mulhere, FAICP, President Printed Name of Agent Signature of Agent MEM Date February 11, 2019 Co er County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT PLANNING AND REGULATION 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 239) 252-2400 FAX (239) 252-6358 www.colliergov.net SECTION 1 NATURAL RESOURCE INDEX ASSESSMENT (LDC 4.08.07.D.3.) 1. Submit an Assessment that documents the Natural Resource Index Value Scores. The Assessment is to include an analysis that quantifies the number of acres by Index Values. The Assessment shall include the following: a. Identify all lands within the proposed SRA that have an Index Value greater than 1.2. b. Verify that the Index Value scores assigned during the RLSA Study are still valid through recent aerial photography, satellite imagery, agency -approved mapping, or other documentation, as verified by field inspections. c. if the Index Value scores assigned during the RLSA Study are no longer valid the applicant shall document the current Index Value of the land. d. Quantify by type fihe acreage of agricultural lands being converted. e. Quantify by type the acreage of non- agricultural acreage being converted. f. Quantify by type the acreage of all lands within the proposed SRA that have an Index Value greater than 1.2. g. Quantify by type fihe acreage of all lands being designated as an SRA within the ACSC, if any. h. Demonstrate compliance with the Suitability Criteria contained in Section 4.08.07.A.1. SECTION II NATURAL RESOURCE INDEX ASSESSMENT SUPPORT DOCUMENTATION (LDC 4.08.07.D.4.) i . Documentation to support the Natural Resource Index Assessment shall be provided for each SRA being designated a. Legal description, including sketch or survey. b. Acreage calculations of lands being put into the SRA, including acreage calculations of WRAs (if any) within the SRA boundary but not included in the SRA designation. c. RLSA Overlay Map delineating the area of the RLSA District being designated as an SRA. d. Aerial photograph delineating the area being designated as an SRA. e. Natural Resource Index Map of the area being designated as an SRA. f. FLUCCS maps) delineating the area being designated as an SRA. February 11, 2019 Co er County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT PLANNING AND REGULATION 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 239) 252-2400 FAX (239) 252-6358 www.colliergov.net g. Listed species maps) delineating the area being designated as an SRA. h. Soils maps) delineating the area being designated as an SRA. i. Documentation to support a change in the related Natural Resource Index Value(s), if appropriate. SECTION 111 OTHER REQUIRED DOCUMENTS l . Submit a SRA Master Plan consistent with the requirements of Section 4.08.07.G. 2. Submit a SRA Development Document consistent with the requirements of Section 4.08.07.H. 3. Submit a Public Facilities Impact Assessment Report addressing the requirements of Section 4.08.07.K. 4. Submit an Economic Assessment Report addressing the requirements of Section 4.08.071. 5. Schoot Concurrency — if the proposed project includes a residential component, you are required to contact the School District of Collier County at 239-377-0267 to discuss school concurrency requirements. (Download the School Impact Analysis Application from the website) SECTION IV STEWARDSHIP CREDIT USE AND RECONCILIATION APPLICATION (LDC 4.08.07.D.9) i . The legal description of, or descriptive reference to, the SRA to which the Stewardship Credits are being transferred. 2. Total number of acres within the proposed SRA and the total number of acres of the proposed SRA within the ACSC (if any). 3. Number of acres within the SRA designated "public use" that do not require the redemption of Stewardship Credits in order to be entitled (does not consume credits). 4. Number of acres of "excess" open spaces within the SRA that do not require the consumption of credits. 5. Number of acres of WRAs inside the SRA boundary but not included in the SRA designation. 6. Number of acres within the SRA that consume credits. 7. The number of Stewardship Credits being transferred to (consumed by) the SRA and documentation that the applicant has acquired or has a contractual right to acquire those Stewardship Credits. 8. The number of acres to which credits are to be transferred (consumed) multiplied by 8 Credits/ acre equals the number of Credits to be transferred (consumed). February 11, 2019 Co sear County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT PLANNING AND REGULATION 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 239) 252-2400 FAX (239) 252-6358 www.colliergov.net 9. A descriptive reference to one or more approved or pending SSA Designation Applications from which the Stewardship Credits are being obtained. Submit copies of SSA Stewardship Credit Agreement and related documentation, including: a. SSA Application Number b. Pending companion SRA Application Number c. SSA Designation Resolution (or Resolution Number) d. SSA Credit Agreement (Stewardship Agreement) e. Stewardship Credits Database Report I0. A descriptive reference to any previously approved Stewardship Credit Use and Reconciliation Applications that pertain to the referenced SSA(s) from which the Stewardship Credits are being obtained. ll. A summary table in a form provided by Collier County that identifies the exchange of all Stewardship Credits that involve the SRA and all of the associated SSAs from which the Stewardship Credits are being obtained. SECTION V STEWARDSHIP RELIEVING AREA CREDIT AGREEMENT (LDC 4.08.07.D.11.b) 1. The applicant for designation of an SRA shall enter into an SRA Credit Agreement with the County for each SRA. 2. The SRA Credit Agreement shall contain: a. The number of SSA credits applied to the SRA land in order to carry out the plan of development on the acreage proposed in the SRA Development Documents. b. The legal description of the SRA land and number of acres. c. The SRA Master Plan, which must include the following: i. Identify the land uses ii. Identifying the number of residential dwelling units ilia Gross leaseable area of retail square footage iv. Gross leaseable office square footage v. All other land uses depicted on the master plan. 3. Description of the SSA credits that are needed to entitle the SRA land and the anticipated source of said credits. 4. Acknowledgement from the applicant that development of SRA land may not commence until the applicant has recorded a SRA Credit Agreement Memorandum with the Collier County Clerk of Courts; and 5. The applicant's commitment, if any, regarding conservation or any other restriction on development on any lands within the SRA including wetlands, as may be depicted on the SRA Master Plan for special treatment. February 11, 2019 AFFIDAVIT OF AUTHORIZATION iFOR PETITION NUMBERS(S) HOGAN VILLAGE SRA (PL-20210001067) l� DAVID B. GENSON (print name), aS VICE PRESIDENT (title, If applicable) of BARRON COLLIER CORPORATION, MANAGER OF HOGAN FARMS, LLC (company, If applicable), swear or affirm under oath, that I am the (choose one) owner0 applicant contract purchaserF]and that: 1. I have full authority to secure the approvals) requested and to impose covenants and restrictions on the referenced property as a result of any action approved by the County in accordance with this application and the Land Development Code; 2. All answers to the questions in this application and any sketches, data or other supplementary matter attached hereto and made a part of this application are honest and true; 3. 1 have authorized the staff of Collier County to enter upon the property during normal working hours for the purpose of investigating and evaluating the request made through this application; and that 4. The property will be transferred, conveyed, sold or subdivided subject to the conditions and restrictions imposed by the approved action. 5. Well authorize ROBERT J. MULHERE, FAICP, PRESIDENT & RICHARD YOVANOVICH, ESQ. to act as our/my representative in any matters regarding this petition including 1 through 2 above. *Notes: • if the applicant is a corporation, then it is usually executed by the corp, pres. or v. pres. • If the applicant is a Limited Liability Company (L.L.C) or Limited Company (L.C.). then the documents should typically be signed by the Company's "Managing Member" • If the applicant is a partnership, then typically a partner can sign on behalf of the partnership. • If the applicant is a limited partnership, then the general partner must sign and be identified as the "general partner" of the named partnership. • If the applicant is a trust, then they must include the trustee's name and the words "as trustee"6 • In each instance, first determine the applicant's status, e.g., individual, corporate, trust, partnership, and then use the appropriate format for that ownership. Under alties of perjury, I declare that 1 have read the foregoing Affidavit of Authorization and that the fa t f eti ' it a j `t'ue. DAVID B, GENSON, V.FRESIDENTSignature (Date HOGAN FARMS, LLC BY: BARRON COLLIER CORPORATION, ITS 19ANAGER STATE OF FLORIDA COUNTY OF COLLIER The foregoing instru ent was acknowleged before me by means of �physica] resence or ❑online notarization this day of :-' �, 20Z i , by (printed name of owner or qualifier) �Vld CiICfl5[x't I Such person(s) Notary Public must check applicable box: Are personally known to me �❑ Has produced a current drivers license ❑ Has produced Notary Signature: CP108-COA-0011 S\155 REV 3/4/2020 •_`fls;,d; r�� All57iN HOWELI. Commi�sian � GG 215373 =�. �ot ExFires lay a, 2422 OOQ 385 7019 ewo6d Wu Tray Fain 14SUrur INSTR 6134337 OR 6018 PG 697 RECORDED 9/28/2021 9:44 AM PAGES 6 CLERK OF THE CIRCUIT COURT AND COMPTROLLER, COLLIER COUNTY FLORIDA Doc@.70 $0.70 REC $52.50 CONS $10.00 re ared �; Matthew L. Grabinski, Esq. COLEMAN, YOVANOVICH & KOESTER, P.A. 4001 Tamiami Trail North Suite #300 Naples, Florida 34103 239435-3535 ,After Recording Return To: Brad Stockham Collier Insurance Agency, LLC 2600 Golden Gate Parkway Naples, Florida 34105 239�2624600 parcel lD #:Folio 00114480008, 00114440103 and 00114440006 [Note to Clerk: The conveyance evidenced hereby .does not result in a change in the ultimate beneficial ownership of the property and. is for nominal consideration. In addition, the property conveyed hereby is not encumbered by a mortgage. Therefore, pursuant to Florida Statutes Chapter 201, Documentary Stamps of $0.70 are applicable.] SPECYAL WA�.RRANTX DEED [681.45 Acres —Hogan Farms] THIS SPECIAL WARRANTY DEED, executed as of the �mday of September, 2021, by BARRON COLLIER PARTNERSHIP, LLLP, a Florida limited liability limited partnership, ("Grantor"), whose mailing .addresses is 2640 Golden Gate Parkway, Naples, Florida 34105, to HOGAN FARMS, LLC a Florida limited liability company (the "Grantee"), whose mailing addresses is 2600 Golden Gate Parkway, Naples, Florida 34105. WITNESSETH, that the Grantor, for and in consideration of the sum of $14.00, in hand paid by the Grantee, the receipt and sufficiency whereof is hereby acknowledged, does hereby grant, bargain and sell to the Grantee forever, all the right, title, interest, claim and demand that the Grantor has in and to the following described lot, piece or parcel of land, situate, lying and being in the County of Collier, State of Florida (the "Pro e , "): SEE EXHIBIT A, ATTACHED HERETO TO HAVE AND TO HOLD the same unto Grantee in fee simple, rgJ$` SUBJECT TO: Easements, covenants, reservations, restrictions and Ii�A4% ions of record, one of which shall be deemed to be reimposed by this instrument; and taxes and assessments £or the year 2021 and subsequent years, which are not yet due and payable. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. ,AND, ENCEPT AS NOTED ABOVE, GRANTOR, DO HEREBY SPECIALLY WARRANT the title to said Property, and will defend the same against the lawful claims of all persons claiming by, through or under the Grantor. IN WITNESS W.ITEREOF, the Grantor has signed these presents to be effective the day and year first written above. Signed in the,(pres/ence of Witness: 'r'• a Print Name: Bradli STATE OF FLORIDA COUNTY OF COLLIER itnesses; w$ARI20N COLLIER PARTI�TERSHIP, LLLP, a Florida limited liability limited partnership � ocTcm Bye.Bye.Barron Collier Management, LLC, a Florida limited liability company Its. General Partner By: Jeff Sc�tialia, Chie£Financial Officer The foregoing instruument was acknowledged before me �in person or by online notary on this day of September, 2021, by Jeff Sonalia, as Chief Financial Officer of Barron Collier Management, LLC, a Florida limited liability company, General Partner of Barron Collier artnersh9 LLLP, a Florida limited liability limited partnership, on behalf of said partnership, who &JIs personally known to me or U has produced as identificatio}. ��' `; Ev�eiyryn Gr Utbchate of Florida �.+r My Commtaston HH 123668 orew` Expires at28/ZQ2s Notary Pubes Print Name. My Commission oR 6018 PG 699 Witness; Print Nan Signed in the presence of these itnesses; ocdd I C Witness; rrt- Print Name; / w a.r�g r STATE OF FLORIDA COUNTY OF COLLIER BARRON COLLIER PARTNER5HIP, LLLP, a Florida limited liability limited partnership By: Barron Collier Management, LLC, a Florida limited liability company Its: General Partner By: Brian Goguen, The foregoing instrument was acknowledged before me V in person or by online notary on this C2L day of September, 2021, by Brian Goguen, as Chief Investment Officer of Barron Collier Management, LLC, a Florida li Mmmited liability company, General Partner of Barron Collier Partnership, LLLP, a Florida limited liability limited partnership, on behalf of said partnership, who Vs personally known to me or L] has produced as�entif1c 'on. Notary Public (� Print Name: _ My Commission A 6018 PG 700 LEGAL DESCRIPTION (681.45 ACRES- HOGAN FARMS) All that pars of Sections 18 and 19, Township 47 South, Range 28 East,. Collier County, Florida, being more particularly described as follows: BEGINNING at the Southwest corner of Section Florida, thence along the West line of said Section corner of said Section 19; Thence North 89*45117" East 334.22 feet; Thence North 69°40'33" East 50.52 feet; Thence North 00*56108" West 670.62 feet; Thence North 08152'06" West 331.28 feet, Thence North 2005448" East 142.49 feet; Thence North 62°14'48" East 1,355.44 feet; Thence South 65152'47" East 954.64 feet; Thence South 70°0PI4" East 119.08 feet; Thence South 63'39'15" East 628.77 feet, Thence North 40°34'56" East 32.99 feet; Thence North 23°3828" East 362.36 feet; Thence North 48150'20" East 54.54 feet; Thence South 66*01150" East 199.07 feet; Thence South 50125'20" East 954.27 feet; Thence South 18°52'22" East 748.23 feet; Thence South 83°10'21" East 306.85 feet; Thence South 01104151" East 317.74 feet; Thence South 00°49'55" East 322.25 feet; Thence South 06*24'15" East 262.61 feet; Thence South 07°19'29" West 501.06 feet; Thence South 01 °08'37" East 195.96 feet; Thence South 10°00'20" West 569.45 feet; Thence South 23°28'05" West 264.33 feet; Thence South 04°2545" West 627.49 feet; Thence South 18°15'57" East240.55 feet, Thence South 10°16'07" East 189.28 feet; Thence South 07'36'19" East 254.95 feet; Thence South 05°42'25" West 41.75 feet, Thence South 04°3857" West 44.03 feet; Thence South 04°38'58" West 320.97 feet; Thence South 19°59'54" West 103.00 feet; Thence South 20°59'47" West 58.20 feet; Thence South 20°4849" West 35.19 feet; Thence South 24°4922" West 151.37 feet; Thence South 24°52'40" West 90.30 feet; Thence South 36°52'12" West 337.31 feet; Thence South 01*4l'l6" West 574.06 feet; Thence South 08°29'08" East 37.23 feet; 19, Township 47 South, Range 28 East, Collier County, 19, North 00033'31" West 5,270.74 feet to the Northwest OR 6018 PG 101 Thence South 89°39'03" West 690,88 feet; Thence 393.04 feet along the arc of a circular curve concave North having a radius of 2,814.93 feet through a central angle of 08°00'00" and being subtended by a chord which bears North 86120'57" West 392.72 feet; Thence North.82°20'57" West 337.32 feet; Thence 406.15 feet along the are of a circular curve concave South having a radius of 2,914.93 feet through a central angle of 07059'00" and being subtended by a chord which bears North 86120'27" West 405.82 feet; Thence South 89140'03" West 2,367.68 feet to the POINT OF BEGRQ*ZING. Containing 681.45 acres, more or less. lI 10 'Q' L. KAA .0 C IC w ` IIOI IK @YI M � o co 0 fell al 1-i kill Fee wm�e Jew a WT Jim.� i .Y rQ D kill retellFeel .e� --- --- r SL 4 FI Feel0tlam w0se Imn" .T 6 O t�S — — Fill�Mr jr U anc eourcaar a roaam,IVNc su�vtY off© C3 cm In EM QE O Ma QQ�is�© ®r�kT3 0 .T . �W©�6l�MjLII t' e-� County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION/ PLANNING AND REGULATION PROJECT NUMBER PROJECT NAME COMPANION SRA # DATE PROCESSED PLANNER 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 239) 252-2400 FAX (239) 252-6358 vvww. col I ier For Staff Use OWNER/APPLICANT INFORMATION APPLICANT: David B. Genson, Vice President FIRM: Hogan Farms, LLC ADDRESS: 2600 Golden Gate Parkway, Naples, FL 34105 PHONE: 239-262-2600 FAX: N/A CELL: N/A E-MAIL ADDRESS: DGenson@barroncollier.com & NCasalanguida@barroncollier.com LAND OWNER: Hogan Farms, LLC ADDRESS: 2600 Golden Gate Parkway, Naples, FL 34105 PHONE: 239-262-2600 FAX: N/A CELL: N/A E-MAIL ADDRESS: DGenson@barroncollier.com & NCasalanguida@barroncollier.com I hereby submit and certify the application to be complete and accurate. Signature of Agent Date �nnovw. co I l l e ra ov. n PROJECT NAME: Brightshore Village SRA The legal description of, or descriptive reference to, the SRA to which the Stewardship Credits are being transferred: See attached legal description . Total number of acres within the proposed SRA: 681 . 5± Number of acres of the proposed SRA within the ACSC (if any): 0 Number of acres within the SRA designated "public use" that do not require the redemption of Stewardship Credits in order to be entitled (does not consume credits): 31 . 7 Number of acres of "excess" open spaces within the SRA that do not require the consumption of cred its: 0 Number of acres of WRAs inside the SRA boundary but not included in the SRA designation: 0 Number Of acres within the SRA that consume credits: 64 9 . 8 Number of Stewardship Credits being transferred (consumed by) to the SRA (8 credits per acre of Attach documentation that the applicant has acquired or has the contractual right to acquire those Stewardship Credits. Provide a descriptive reference to one or more approved or pending SSA Designation Applications from which the Stewardship Credits are being obtained: See attached Attach copies of SSA Stewardship Credit Agreement and related documentation, including: Application NWill ber(s): See attached, , / Pending Companion SSA Application Number(s): N/A, , Designation Resolution or Resolution Number(s): 2021-511 2005-229, Stewardship Easement Agreement / SSA Stewardship Credit Agreements) WWWW%Aj I@t' Stewardship Credits Database Report OV." IUt Provide a descriptive reference to any previously approved stewardship Credit Use and Reconciliation Applications that pertain to the referenced SSA(s) from which the Stewardship Credits are being obtained: N /A Complete the following summary table that identifies the exchange of all Stewardship Credits that involve the SRA and all of the associated SSAs from which the Stewardship Credits are being obtained. Credits from SSA Credits from SSA Credits from SSA Tota I Credits No. 6 No. No. Total SSA Credits Originally Approved 25, 425. 9 Credits Previously Transferred to Other SRA(s) 17 , 8 3 6. 5 Credits Being Transferred to This SRA 5 , 198 . 4 Balance of SSA Credits 40 Remaining 2, 391 . 0 Legal Description Of part of Sections 18 and 19, Township 47 South, Range 28 East, Collier County, Florida (Hogan Oaks West) All that part of Sections 18 and 19, Township 47 South, Range 28 East, Collier County, Florida, being more particularly described as follows: BEGINNING at the Southwest corner of Section 19, Township 47 South, Range 28 East, Collier County, Florida, thence along the West line of said Section 19, North 00033'31" West 5,270.74 feet to the Northwest corner of said Section 19; Thence North 89045' 17" East 334.22 feet; Thence North 69040'33" East 50.52 feet; Thence North 00°56'08" West 670.62 feet; Thence North 08°52'06" West 331.28 feet; Thence North 20°54'48" East 142.49 feet; Thence North 62014'48" East 1,355.44 feet; Thence South 65°52'47" East 954.64 feet; Thence South 70001' 14" East 119.08 feet; Thence South 63°39' 15" East 628.77 feet; Thence North 40034'56" East 32.99 feet; Thence North 23°3828 mast 362.36 it Thence North 48°50'20" East 54.54 feet; Thence South 66001'50" East 199.07 feet; Thence South 50°25'20" East 954.27 feet; Thence South 18°52'22" East 748.23 feet; Thence South 83° 10'21 " East 306.85 feet; Thence South 01004'51" East 317.74 feet; Thence South 00°49'55" East 322.25 feet; Thence South 06024' 15" East 262.61 feet; Thence South 07° 19'29" West 501.06 feet; Thence South 01 008'37" East 195.96 feet; Thence South 10000'20" West 569.45 feet; Thence South 23028'05" West 264.33 feet; Thence South 04°2545" West 627.49 feet; Thence South 18015'57" East 240.55 feet; Thence South 10° 16'07" East 189.28 feet; Thence South 07036' 19" East 254.95 feet; Thence South 05°4225" West 41.75 feet; Thence South 04038'57" West 44.03 feet; Thence South 0403858" West 320.97 feet; Thence South 19059'54" West 103.00 feet; Thence South 20059'47" West 58.20 feet; Thence South 20048'49" West 35.19 feet; Thence South 24049'22" West 151.37 feet; Thence South 24052'40" West 90.30 feet; Thence South 36052' 12" West 337.31 feet; Thence South 01 °41' 16" West 574.06 It: Thence South 08°29'08" East 37.23 feet; Thence South 89°39'03" West 690.88 feet; Thence 393.04 feet along the arc of a circular curve concave North having a radius of 2,814.93 feet through a central angle of 08000'00" and being subtended by a chord which bears North 86°20'57" West 392.72 feet; Thence North 82020'57" West 337.32 feet; Thence 406.15 feet along the arc of a circular curve concave South having a radius of 2,914.93 feet through a central angle of 07059'00" and being subtended by a chord which bears North 86020'27" West 405.82 feet; Thence South 89040'03" West 2,367.68 feet to the POINT OF BEGINNING. Containing 681.45 acres, more or less. Subject to easements and restrictions of record. RESOLUTION NO. 2021- 51 A RESOLUTION OF THE COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS APPROVING THE USE, TRANSFER OR SALE OF STEWARDHIP CREDITS BY OWNERS FOR THE COMPLETION OF RESTORATION IMPROVEMENTS IN ACCORDANCE WITH THE RESTORATION PLAN FOR THE STEWARDSHIP SENDING AREA WITH A DESIGNATION AS "BCl/BCP SSA 6" IN THE RURAL LANDS STEWARDSHIP AREA OVERLAY, WHICH CREDITS WERE APPROVED BY RESOLUTION 2005-229 WHEREAS, on June 14, 2005, by Resolution No. 2005-229, the Board of County Commissioners created a Stewardship Sending Area with a designation of `BCl/BCP SSA 6" and awarded twenty-one thousand, two hundred thirty-eight and eight -tenths (21,238.8) Stewardship Credits to be available for owners to use immediately and another four thousand two hundred eighty-six and four -tenths (4,286.4) Stewardship Credits to be available for owners to use upon successful completion of the restoration improvements as set forth in the Restoration Plan within Resolution 2005-229; and WHEREAS, the owners, Barron Collier Investments, Ltd. and Barron Collier Partnership, have completed the restoration improvements for Areas A and B as set forth in the Restoration Plan within Resolution 2005-229; and WHEREAS, County staff has verified that the restoration improvements for Area A for 1,710.4 Stewardship Credits were completed in 2008 and staff administratively approved the use of these Stewardship Credits after staff s October 2008 site visit; WHEREAS, County staff has verified that the restoration improvements for Area B for 2,476.8 Stewardship Credits were completed in 2020 after staffs April 2020 site visit; WHEREAS, County staff is requesting that the Board of County Commissioners ratify the staff -approved use of one thousand seven hundred ten and four tenths (1,710.4) Stewardship Credits and approve the use of the two thousand four hundred seventy-six and eight tenths (2,476.8) Stewardship Credits for completed restoration improvements. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: 1. The Board approves the use, transfer or sale of four thousand one hundred eighty- seven and two tenths (4,187.2) Stewardship Credits by Owner for completion of the restoration improvements for Areas A and B as set forth in the Restoration Plan within Resolution 2005-229. 2. Ninety and two -tenths (90.2) Stewardship Credits will be available upon completion of the restoration improvements for Area C. [21-ENS -00679/1596879/11 5 1 of 2 SSA #6 Restoration 1/15/21 This Resolution adopted after motion, second and majority vote, this � day of Wo C-C 1 , 2021. ATTEST: CRYSTAL By: / L WWas to Chairman's signature only. BOARD OF COUNTY COMMISSIONERS .CLERK COLLIOER O TY, FLORID By: put envy Tay r, Chairman Approved as to form and legality: cl d J eidi Ashto'nticko Managing Assistant County Attorney [21-ENS-00679/1596879/1] 5 2 of SSA #6 Restoration 1/15/21 RESOLUTION 2005- 229 A RESOLUTION OF THE COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS DESIGNATING 9911.1 ACRES IN THE RURAL LAND STEWARDSHIP AREA ZONING OVERLAY DISTRICT AS A STEWARDSHIP SENDING AREA WITH A DESIGNATION AS "BCIIBCP SSA 6," APPROVING A STEWARDSHIP SENDING AREA CREDIT AGREEMENT FOR BCIIBCP SSA 6, AND ESTABLISHING THE NUMBER OF STEWARDSHIP CREDITS GENERATED BY THE DESIGNATION OF SAID STEWARDSHIP SENDING AREA WHEREAS, Barron Collier Investments Ltd., a Florida limited partnership and Barron Collier Partnership (herein referred to as "Owner") owns approximately nine thousand nine hundred eleven and one tenth (9911.1) acres located within the boundaries of the Rural Lands Stewardship Area Zoning Overlay District ("RLSA District") located in Collier County, Florida; and WHEREAS, Owner has voluntarily requested that said land be designated as a Stewardship Sending Area ("SSA") in accordance with, and pursuant to Section 4.08.06 of the Collier County Land Development Code ("LDC"); and WHEREAS, Owner has submitted a SSA Designation Application ("Application") for the BCI SSA 6 land; and WHEREAS, Collier County Staff has reviewed the Application, along with support documentation and information required by Section 4.08.06 of the LDC, and determined that the Application is legally sufficient; and WHEREAS, the Collier County Board of County Commissioners ("Board") has determined the BCI SSA 6 Stewardship Credit Agreement is in compliance with, and meets the requirements of the LDC, and is in substantial benefit to the general public. NOW, THEREFORE, be it resolved by the Board that: 1 BCl/BCP SSA 6, as described in attached Exhibit "1 ", consisting of approximately nine thousand nine hundred eleven and one tenth (9911.1) acres is hereby designated as a Stewardship Sending Area ("SSA"), and will be officially designated as "BCl/BCP SSA 6" on the Official Zoning Atlas Map. 2. The BCl/BCP SSA 6 Stewardship Credit Agreement, attached hereto as Exhibit "2", meets the requirements of Section 4.08.06 of the LDC and the Board hereby approves the BCl/BCP SSA 6 Stewardship Credit Agreement, 3. The Board hereby establishes, grants and assigns twenty-one thousand two hundred thirty-eight and eight tenths (21,238.8) Stewardship Credits to the Owner, which may be sold, transferred, or otherwise utilized by the Owner in accordance with Section 4.08.04 of the LDC. 4. The Board hereby establishes and authorizes an additional four thousand two hundred eighty-six and four tenths (4,286.4) Stewardship Credits to be transferred to the Owner under the terms of the Credit Agreement attached hereto as Exhibit 2. l7C 5. The Board further approves and authorizes the acceptance of the Stewardship Easement Agreement for the BCUBCP SSA 6 lands. 6 By its designation of the lands described in Exhibit "1" as a Stewardship Sending Area, the County shall not hereafter grant or approve any increase in the density or additional uses beyond those uses specifically authorized in the BCl/BCP SSA 6 Credit Agreement. THIS RESOLUTION ADOPTED this 14th day of June, 2005, after a Motion, seconded, and majority vote favoring same. ATt'f;��NT E. BROCK Deputy Clerk ri. form and By: Patrick G. White Assistant County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: W . Fred W. Coyle, Chairm Item # C Agenda (_ry.OS Date Fate ..� •pS Rec'd • liC S.S.A. 6 EXHIBIT= "/" LEGAL DESCRIPTION DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST AND SECTIONS 1, 12 THROUGH 14 & 23 & 24 TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA All of Sections 2 through 8, Township 49 South, Range 29 East, Collier County Florida and The west half (1/2) of Section 9, Township 49 South, Range 29 East, Collier County, Florida and All of Sections 12 through 14, Township 49 South, Range 28 East, Collier County, Florida and The east half (112) of Section 1, Township 49 South, Range 28 East, and The north half (1/2) of Section 23, Township 49 South, Range 28 East, Collier County, Florida and The north half (1/2)of Section 24, Township 49 South, Range 28 East, Collier County, Florida Containing 9911.09 acres more or less. Subject to easements and restrictions of record. Bearings are based on the east line of Section 2, Township 49 South Range 29 East, Collier County, Florida South 07°45'32" East. Sketch & Description were prepared without the benefit of a full survey or title search. See Sketch for additional notes. WilsonMiller, Inc. Registered Engineers and Land Surveyors Certificate of Authorization #LB-43 By: 11-29-04 Lance T Miller, P.S.M. L.S. #5627 Date Not valid unless embossed with the Professionals Seal REF. 2H-84 W.O.: 03312-P08-001 Date: 11-29-04 12131?004 145461 Ver 011-GLAN❑ caeca 03312-P08-001-- 0 _ T-48-S T-49-S 3 x 2 m aCP. PER an LY( PO 20, PALE 1l _ 08 L19 L20 / \ 0.R.rBOOK \ B.C.f 9 / AFR 2�\ I4➢3 PALE 1779 - \ PER O.R. BOOK ac.r.A,.�� '24Ya zn9 PER OR. BOPi' aoaR ra44 PFR O.R.\- aGm rAQe 1546 PER aR. BOOK //- / \ 2493 PAGE 27]E , PER DR, BULK DR, 1346 - O.R. BOOK 9 CI_ \ \ / PACE 27ry O.R. B00.Y . RC 8CP C.P. % \ \ RIB, PER PET 0.R. HOOH / PC.P PER 0.R. PER O.P.wow ` - 24R! PAGE 2778 \ 1493 PAGE 2m '\ DOpf \ PAGE BOOK LF6 RCP_ / 9.GP. \ BOCW" i0E➢ PAGE 1l54 % 1009 PiICE 1346 PER an 900Y / / ^�� A TSR! PAGE 27N act aC.P - PER aft. EDCYf PER D.R. BOOIf - .. ^� ; /� 8 9 ?49J 2779 : 20w, PACE 334 IQ La Pu. \ 1441 PAGE 27 2779 � \ PER B.Ol. O.R \ 23PB2 l ca. PcSt 2T)R' R9 a90 15 M �q t1Y� m0 aC.r PER O.R. BOOK -�' PER O.R. BODE 9! P q 24RGL 27A . 2493 RIGS 277R . 22 2_ NOTE[.' 1) DIMENSIONS ARE IN FEET & DECIMALS THEREOF. 2) THIS SKETCH A: DESCRIPTION WAS BASED UPON SURJEYS 9Y 7HE FOLLOWING, A) 13✓ PORTELLA k ROWE - ALONG THE SOOTH LINE OF THE SSA PREPARED FOR U.S. FISH R WILDLIFE (IR$9). B) BY PA IRMINGER SR. - SECTIONS ALONG THE NORTH LINE PREPARED FOR COLDER COUNTY (1976). C) INFORMATMNIL SKETCHES H'I MLSONMILLER (1962). 3) WILSONW-LCR RECOVERED SEVERAL OF THE SECTION CORNERS IN PREPARAAON OF THIS SKETCH k LEGAL DESCRIPTION. LINE TABLE LIN£ REARWO DISTANCE LT 507'4532E 896T97 L2 '22"W 5296.64 43 S69'06 ww 5312.25 L4 SW422rW 2667.99 LS SOl'd3'5Vf 5282.09 L6 599'4 ' W 266753 0 S69'52'06'W 5340.98 L8 NW49'4-rW 4758.7E L9 W 795009 U0 •19'W 5308. 16 L17 S9958,12W 5301.78 L72 NOO'19'S2"£ 2646.77 L13 N00' 1'47 5293.62 L14 N89'5251"E 5306.44 L 13 NW2zjtE 5297.58 Lib Ng 50.27E 2857.99 07 Ni '47"W 8330.60 Lib "W10'1 2649.56 L19 NW53-lirc 2662.78 L20 N86' 7'52•E 2668.62 L21 NB6.52'16 E 2658.36 L22 6' 5'22•E 2660.54 L23 N8707'01'£ 2G58.66 L24 r 2704.66 L25 N 4 '49'E 2652.3E 1-26 AAW4 'Wr 2652.30 !T7 E 2707.27 12B 2707.22 \{ O 0 n n J o 7w +w9 cow GRAPHIC SCALE 11/29/04 LANCE . - L.S- 5627 DATE NOT VAUD UNLESS SIGNED BY THE SURVEYOR AND SEALED WITH THE SURVEYOR'S EMBOSSED SEAL, CERFIFICATE OF AUTHORIZATION ( LB-43 'Lff PARCEL DESCRIBED LID S.S.A. 16 9911.09 ACRES t en cwoH.\sRtaus�x+_w.a.q ACTIVITY 4LTA1.SlEW. No DATE APPROVED: Wil*Mill er GATE 7lizoo< CLIENT:ButROM COLLIER N�AIESIMEMM & BIfb N coLum PARIi�IEMW RESEARCH TITLE: SKETCH OF DESCRIPTION SEC77ONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST SECTIONS 1,12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, FIELD WORK/CREW CHIEF SCALE: DRAFTED: GPRL/1857 T T 2D04 fYn... • awmw • LawkWAntlliYel . Dwgpw0dkwQXWAmb Ip��Bf, AY9W • fMINI. B�RIGY . RtlrYl9. 1Lp • lailA� Lou,"Blq'16Y/ylArr8WYl09•wdygruaa►elp.�psBlp49lB.rir9l,ygr..�,,.rr�ll 1'=3000' RANGE 28 EAST, COLUER COUNTY, FLORIDA CHECKED BY: LTMIC436 CROSS REFERENCE FILE NO.. PRWECT NO,: 03312-PO8-001 SHEET NUMBER 1 FII.0 NO 2H84 FIELD BOOK/PAGE: CPS 25, PAGES 20- LANCE T. MILL P,S.M. L.S/ 5627 17C mew STEWARDSHIP SENDING AREA CREDIT AGREEMENT (BCl/BCP SSA 6) THIS STEWARDSHIP SENDING AREA CREDIT AGREEMENT (hereinafter referred to as the "Agreement") is made and entered into this 14th day of June, 2005, by and between COLLIER COUNTY, a political subdivision of the State of Florida, hereinafter referred as "County" whose mailing address is the Harmon Turner Building, 3301 East Tamiami Trail, Naples, Florida 34112, and Barron Collier Investments, Ltd., a Florida Limited Partnership ("BCI") and Barron Collier Partnership, a Florida General Partnership ("BCP"), hereinafter individually and jointly referred to as "Owner", whose mailing addresses are 2600 Golden Gate Parkway, Naples, Florida 34105, for the purpose of designating a "Stewardship Sending Area" ("SSA") on certain lands belonging to Owner, eliminating Land Use Layers from said lands, and assigning to Owner Stewardship Credits, all pursuant to Section 4.08.06 of the Collier County Land Development Code. WITNESSETH: WHEREAS, BCI and BCP are the owner of approximately 9911.1 acres of land within the boundaries of the Rural Lands Stewardship Area Zoning Overlay District ("RLSA District") located in Collier County, Florida, which land is the subject of a Stewardship Sending Area Application (Application AR - 7382) filed by Owner with Collier County, Florida; and WHEREAS, Owner has voluntarily requested that the 9911.1 acre parcel legally described in the attached Exhibit "A" (hereinafter referred to as "BCl/BCP SSA 6") and depicted on Exhibit "B" be designated as a Stewardship Sending Area in accordance with and pursuant to Section 4.08.06. of the Collier County Land Development Code ("LDC"); and WHEREAS, Owner has submitted, and the County has reviewed, a SSA Designation Application filed with the County on March 21, 2005 for the BCl/BCP SSA 6 land described in Exhibit "A" and WHEREAS, Collier County has reviewed the SSA Designation Application, along with all support documentation and information required by Section 4.08.06. of the Collier County Land Development Code and determined that the Owner's application is legally sufficient and should be granted; and WHEREAS, the County and Owner have reached agreement concerning the number of Stewardship Credits that are to be generated by the designation of the BCl/BCP SSA 6 described in Exhibit "A" and an SSA, and the parties further intend to specify the land uses that are eliminated from, and those land uses that remain on, BCl/BCP SSA 6; and 17C WHEREAS, the County and Owner agree that this Agreement is in compliance with and fully meets the requirements of the Collier County Growth Management Plan and LDC and is of substantial benefit to the general public. NOW THEREFORE in consideration of the above premises and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, and in further consideration of the mutual covenants contained herein, the parties agree as follows: 1. Land Designated as SSA. BCl/BCP SSA 6 as described in Exhibit "A", consisting of approximately 9911.1 acres, is hereby designated a Stewardship Sending Area ("SSA"), and officially designated as BCl/BCP Stewardship Sending Area 6 (BCIIBCP SSA 6). 2. Land Use Layers. The following Land Use Layers as described in the Land Use Matrix in Section 4.08.06 BA. of the Collier County LDC are hereby eliminated from and prohibited within BCIIBCP SSA 6 All 9911.1 acres of BCIIBCP SSA are within the Camp Keais Strand Flow Way (FSA) or a contiguous Habitat Stewardship Area (HSA). 4926.2 acres of BCIIBCP SSA 6 are within a FSA and 4984.9 acres of BCl/BCP SSA 6 are within a HSA. Within BCIIBCP SSA 6, Land Use Layers 1-4, as described in Section 4.08.06 BA. of the LDC, are hereby eliminated on 2,712.7 acres. The remaining land use layers that is Agriculture - Group 1, Agriculture - Support Uses, and Agriculture - Group 2, are permitted to continue and may convert from one type of Agriculture to another or convert to Agriculture - Support Uses and expand to the limits of areas depicted on Exhibit "C" for Agriculture - Group 1 Uses. No conversion of Agriculture - Group 2 to Agriculture - Group 1 shall be allowed beyond those land uses in existence or on areas depicted as Agriculture - Group 1 on Exhibit "C". Within BCIIBCP SSA 6, Land Use Layers 1-6, inclusive, are hereby eliminated on 7,198.4 acres. The remaining Land Use Layer, Agriculture - Group 2, as depicted on Exhibit "C", cannot be converted to Agriculture - Group 1 from and after the designation of such land as a SSA. Within the 7,198.4 acres of SSA 6 wherein Land Use Layers 1-6, inclusive, are being eliminated, 1,219.0 acres are hereby designated for restoration, and the Owner has agreed to complete restoration improvements thereon which will satisfy the eligibility requirements set forth in LCD Section 4.08.06 B.3.f (5). Within the areas designated for restoration, all natural areas shall be maintained in their existing liC conditions until such time as restoration activities occur. Those areas described as Restoration Areas A, B, and C are depicted on Exhibit "D" and described on Exhibit "E", respectively. 3. Natural Resource Index Assessment. A Natural Resource Index Assessment Worksheet ("Worksheet") for BCl/BCP SSA 6 is attached to this Agreement as Exhibit "F". The Worksheet quantifies the number of acres by Index Values, sets forth the level of conservation, identifies the land designated for restoration, sets forth the restoration potential and establishes the number of Stewardship Credits generated. The Worksheet also quantifies the number of Early Entry Bonus Credits generated by the designation of BCIBCP SSA 6. The Worksheet separately sets forth the number of stewardship credits authorized as a result of the Owner agreeing to undertake restoration improvements; however the stewardship credits generated by said restoration improvements are not available for utilization by Owner until such time as the applicable success criteria as set forth herein have been satisfied. The total number of Stewardship Credits hereby generated and assigned to Owner by this Agreement for BCIIBCP SSA 6 are 25,525.2 Stewardship Credits, of which 21,238.8 Stewardship Credits are immediately available and may be sold, transferred, or otherwise utilized by the Owner in accordance with Section 4.08.06. of the Collier County Land Development Code ("LDC"). The remaining 4286.4 Stewardship Credits will be available to Owner for use, sale, or transfer, all or in part, as the success criteria for restoration improvements are met as set forth in the Restoration Plan which is attached hereto as Exhibit "G". 4. Exchange Rate. The Stewardship Credits generated and assigned for the establishment of the SSA on BCl/BCP SSA 6 herein may be transferred to a Stewardship Receiving Area (SRA) in exchange for the development of land at the rate of eight stewardship Credits for the development of one acre of land in a SRA. 5. Land Management Measures. On lands within BCIIBCP SSA 6 on which Land Use Layers 1-6 have been eliminated, which are not designated for restoration, land management measures will be those customarily utilized in ranching operations in Southwest Florida. These customary measures may include prescribed burning, mechanical brush control ("chopping") and other exotic and nuisance species control, fence construction and maintenance, selective thinning of trees, and ditch and ranch road maintenance. On lands within SSA 6 on which Land Use Layers 1-6 have been eliminated and which are designated for restoration, land management measures will consist of one or more of the following: mowing, brush clearing, and prescribed burning 17C to maintain the land in its existing condition. All natural areas shall be maintained in their existing natural condition until such time as restoration activities occur. On lands within SSA 6 on which Land Use Layers 1-6 have been eliminated and on which Owner has agreed to undertake restoration improvements, that is Restoration Areas A, B, and C, there are additional land management measures to be undertaken after the completion of said restoration improvements. Those land management measures are specifically set forth in the Restoration Program and are incorporated herein by reference. On those lands within BCl/BCP SSA 6 on which Land Use Layers 1-4 are eliminated, the measures listed above may be utilized-. In addition, the following measures may be utilized disking; planting; irrigation and ditch, dike, and pumping construction and maintenance; fertilizer, disease, and insect control applications; mowing and other exotic and nuisance species control measures; farm road construction and maintenance; and the other practices customarily associated with farming vegetables or citrus in Southwest Florida. 6. References. The references herein to the LDC provisions are those contained in Section 4.08.06 of the Collier County Land Development Code existing as of the date this Agreement becomes effective and those provisions of the LDC shall control as to the rights, obligations, implementation or interpretations of this Agreement and rights of Owner in the BCl/BCP SSA 6. 7. Lavers Included. The retention of any Land Use Layer also includes the retention of all Land Use Layers that are less intensive in nature and that are listed below that Land Use Layer (higher numbered layers) in Section 4.08.06 B.4 of the LDC, including the retention of Conservation Restoration and Natural Resource uses as contained in the Land Use Matrix contained in Section 4.08.06 B.4.b. of the LDC. 8. Restriction on Land Use Amendments. Upon designation of the land described in Exhibit "A" as an SSA, the Owner, its assigns and successors in interest to BCl/BCP SSA 6 shall not seek or request, and the County shall not grant or approve, any increase in the density or any additional uses beyond those specifically authorized in this Agreement. All of the lands subject to this Agreement are within an FSA or HSA as depicted on the RLSA Overlay May, officially entitled "Collier County Rural and Agricultural Area Assessment Stewardship Overlay Map". Upon designation of these lands as an SSA, the owner shall neither seek nor request, and the County shall not in violation of Sections 4.08.06 A.2 and 3, thereafter grant or approve any expansion or conversion of agricultural uses. 17C 0 Uft 9. Effectiveness. This Agreement shall be effective upon its execution by both parties. The terms, conditions, and obligations hereunder shall constitute covenants that run with the land and may be enforceable by either party in the circuit courts for the 20th Judicial Circuit in Collier County. In the event that either party hereto shall institute legal proceedings in connection with or for the enforcement of this Agreement, the prevailing party shall be entitled to an award of reasonable attorney's fees, costs and expenses, to be taxed by a court of competent jurisdiction, which are directly related to any court trial and appellate proceedings. 10. Easement Agreement. Attached hereto as Exhibit "H" is a copy of the Stewardship Easement Agreement (without Exhibits) that will be executed by Owner and recorded by the County (with Exhibits) upon approval of this Agreement. The Stewardship Easement Agreement grants a perpetual easement in favor of Collier County and the Florida Department of Agriculture and Consumer Services setting forth specific land management measures and the party responsible for such measures for the BCl/BCP SSA 6 land described in Exhibit "A" which is the subject of this Agreement. 11. FSA/HSA Lands. All lands within the BCl/BCP SSA 6 are within a FSA or HSA. Exhibit "I" depicts the FSA and HSA areas within BCl/BCP SSA 6, 12. Successors and Assigns. As used in this Agreement the term "Owner" shall include the owner, its successors and assigns of any of the BCl/BCP SSA 6 land described in Exhibit "A" 13. Amendments. This Agreement may only be amended by written agreement of all parties. 17C IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their duly authorized officers or representative and their official seals hereto affixed the day and year first written above. WITNESS: fi� (Print full name) Cvs�� (Signature) z4A% N ( ri # f II nm --I'�� WITNESS: SAiJ M �q -7-J,2o (Print full name) (Signature) L�� & (Pri Il name �4". BARRON COLLIER INVESTMENTS, LTD. Mori,4 L Partnerslo go Signature) Paul J. Marinelli Administrative Agent BARRO COLLIER INVESTM TS, L A,Florida Limited F)ahip (Signatu Katherine G. Sproul, Trustee Juliet C. Sproul Testamentary Trust A General Partner • *M WITNESS: (Print full name) (Signature) _Z44� N - LA (Pri f II ame)��, �Iit-� Q�v�� J I� WITNESS: S RAJ 0/ A-040 (Prin fulE name) (Signature) 2,4l/ /�- (Pri t full name) 17C BARRON COLLIER PARTNERSHIP, AF4i3ridw,fAe ix4I PaqnershjV IN (Signature) P. 1 J. Marinelli Administrative Agent BARRON�OLLIER PARTNERS Arida General P r: By: (Signature) Katherine G. Sproul, Trustee Juliet C. Sproul Testamentary Trust A General Partner s STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Sending Area Credit Agreement was executed before me this ao day of , 2005, by PAUL J. MARINELLI, as Administrative Agent of BARRON COLLIER INVESTMENTS, LTD. "• CAROLYN A SHAW MY COMMISSION A DID 215664 a EXPIRES: September 25, 2007 Bw4ed Nu Notary Pubbc umiam re s STATE OF FLORIDA COUNTY OF COLLIER Notary Public CAROLYN A. SHOW Name: Certificate No. ara a,sc.� My Commission expires: The foregoing Stewardship Sending Area Credit Agreement was executed before me this ��{ day of 2005, by KATHERINE G. SPROUL, as Trustee for the Juliet C. Spr ul Testamentary Trust, a General Partner of BARRON COLLIER INVESTMENTS, LTD. CAROLYN A. "W MY COMMISSION A DD 215664 EXPIRES: September 25, 2007 Rf Tti* 9on4ed Yhm Notary Pudic Lindenwilm STATE OF FLORIDA COUNTY OF COLLIER Notary Public CAROLYN A. SHAW Name: Certificate No. P L) ai s 6'G My Commission expires: 1j --) s-o 7 The foregoing StewWdship Sending Area Credit Agreement was executed before me this day of � - , 2005, by Agent of BARRON OLLIER PARTNERSHIP CAROLYN A SHOW -. MY COMMISSION a DD 215664 EXPIRES: September 25, 2007 Pfi{"+*•r SmW TSeu Notary Pudic Underaahen PAUL J. MARINELLI, as Administrative Notary Public CAROLYN A. SHAW' Name: Certificate No. [) n L G q My Commission expires: 1�C STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Sending Area this J°4 day of 2005, the Juliet C. Sproul Testamentary Trust, PARTNERSHIP. CAROLYN A. SHAW . MY COMMISSION # DD 215W ? := EXPIRES: September 25, 2007 17f, Bax ed 7Tuu Notary PubNc Underwriters ATTESTED TO BY: D i t E.``g6ak" lei rk Aftift f ETAS TO FORM AND FFICLENCY: / Patrick G. White Assistant County Attorney Credit Agreement was executed before me by KATHERINE G. SPROUL, as Trustee for a General Partner of BARRON COLLIER J, Notary Public AROLYN A. SHAtW Name: - Certificate No. D My Commission expires: 4 - s -° BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: F ed Coyle, Chairma FAwpdocs\LMQLVINew Town DevelogmentlAve Maria\Legal Docs\W0RD-SSA 6 Credit Aareement.doc 17C• LIST OF EXHIBITS BCIIBCP Stewardship Sending Area 6 Credit Agreement Exhibit "A" SSA 6 Land Legal Description Exhibit "B" BCIIBCP SSA 6 (9911.09 acre parcel) depicted on Map of SSA Land Exhibit "C" Remaining Land Uses Exhibit °D" Restoration Areas Exhibit "E" Legal Description of SSA 6 Restoration Areas Exhibit "F" Natural Resource Index Assessment Worksheet Exhibit "G" SSA 6 Restoration Plan Exhibit "H" Stewardship Easement Agreement Exhibit "I" FSA I HSA Lands S.S.A. 6 EXHIBIT "A" LEGAL DESCRIPTION DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST AND SECTIONS 1, 12 THROUGH 14 & 23 & 24 TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA All of Sections 2 through 8, Township 49 South, Range 29 East, Collier County Florida and The west half (112) of Section 9, Township 49 South, Range 29 East, Collier County, Florida and All of Sections 12 through 14, Township 49 South, Range 28 East, Collier County, Florida and The east half (1/2) of Section 1, Township 49 South, Range 28 East, and The north half (1/2) of Section 23, Township 49 South, Range 28 East, Collier County, Florida and The north half (1/2)of Section 24, Township 49 South, Range 28 East, Collier County, Florida Containing 9911.09 acres more or less. Subject to easements and restrictions of record. Bearings are based on the east line of Section 2, Township 49 South Range 29 East, Collier County, Florida South 07'45'32" East. Sketch & Description were prepared without the benefit of a full survey or title search. See Sketch for additional notes. WilsonMiller, Inc. Registered Engineers and Land Surveyors Certificate of Authorization #LB-43 By: 11-29-04 Lance T Miller, P.S.M. L.S. #5627 Date Not valid unless embossed with the Professionals Seal REF. 2H-84 W.D.: 03312-P08-001 Date: 11-29-04 12132004 145461 Va, 01' GLAN4 C 1i o2 a12 P08 oo1 o (T 14 �W PER O.R 600R , PFR O.R. PAr£ 155 R 15 M Uqg �'circ .�4 P493 PAGE 277R.�z009 1E31' PER 0.R. 6001f PER 0.R. A001( {V 219j RACE\ 779 - 2193 PAGE 27n 22 1 I w+Nr\%moo» � TT-b�.ey ACTIVITY rws/Emp. N0. DATE APPROVED: RESEARCH: FIELD WORK/CREW CHIEF DRAFTED: GPRL11857 1112004 CHECKED BY: LTV/043fi FIELD BOOK/PAGB GPS 25, PAGES 20- LANCE T. M!L P.S.M. L.S,j' 5627 6L P. P, P R OR ROOX PAGE 1546 LIS L19 1-20ac \` 2779` P. 2\ PFR OR dlmT :\ \ \ BCV, \\\ PER QR.FlOPT PEN O.RPP" / \ \0 R1- \\ 246E \ PER O.R. BOOA � v acL 2493 PACE n79. A\ : sa/aa Pur 1srA , 2m9 vnri 1s19 / \�y ,A ; A / PER \ PFA OR 90pk \ PER arl '2493 PAVE 2M \ \ aGf PER O.R. HOOH \ pp= O.R.Vildf / �H.Gp /� \\ \ 241-Oa a"- 1779 \ 2493 PAGE 2719 PER O.R. BOON \ \ \. \• 2009 PAGE 1554 PER O.R.\ \\LZ N.L.P. aC. - / / // PA(# 564 / PALE 1346 PER O.R. NOON / 2193 PAGE 27- C \ 8�./ // ' \\ PER O.R. BOOK PEA OR a" U 24" PAGF 2779-,Y2009 PAGE IaSI` - \ 2779 \ \ \ `z - '' _ . PEA O.R. E\ \ \ SO a Asa leoo Two eaaa GRAPHIC SCALE 11/29/04 LANCE R, LS. 5627 DATE NOT VAUD UNLESS SIGNED BY THE SURVEYOR AND SEALED WITH THE SURVEYOR'S EMBDSSSD SEAL. CERTIFICATE OF AUTHORIZATION IIILR-43 1. ri \ I. NOTES. 1) DIMENSIONS ARE IN FEET & DECIMALS THEREOF_ 2) THIS SKETCH & DESCRIPTION WAS BASED UPON SURVEYS By THE FULWfhG: LU A) BY PDdiFEI_I-A & ROW - ALONG THE SOUTH LINE OF THE SSA PREPARED FOR U.S. FISH & WILDLIFE (1989). 8) By Ply IRMINGER SR. - SECTIONS ALONG THE NDRTH LINE PREPARED FOR COLLIER COUNTY (1976). C) INFORMATIONAL SKETCHES BY WILSONMILLER (1962)_ 3) WILSONMILLER RECOVERED SEVERAL OF THE SECTION CORNERS IN PREPARATION OF T45 SKETCH & LEGAL DESCRIPTION. wf*mller wi f#vnW9 • r • EaoYplb • BrvIi - L-dwpr ATddYCB . TNyIppTA/pI LYIWJA * N6f, FIGbr NOW . FWtA6W • Br-i . 9adr- T4a - T4ih IIIII MOJr&b3ID-+Tau61D t FWft FI•ROW 9046-46q-PM 6040-DE . W.I -W L1Ne raeLE LINE aFi1R1NG 015TANCE L7 50T45'3YE 6967.97 L2 s8g6z•zz'w s29a.s4 L3 589'O6'09W 5311.25 14 * '20'W 2fifi7.99 L5 501'03'S9-E 5282.09 L6 58g4 O'W 2fifi7.5J 589'S2'0GW SJ40.9B L7 CS N8g49'43"W 4758.f0 L9 W 795D.09 L 10 54' 19" W 1 5308. t 6 01 1 S&T58, 1 W 5301. 16 L12 N00.19.5YE 2646.77 L1J N00.21'47E 5293.62 -L 14 N69*52'51-E 5306.44 L 15 A10Q22'J2-E 3297.58 L 16 N0750'27E 2651.99 07 N7 SB' 1'W 83JO.60 LIS NB648' 2649.56 L19 N66' ,1 Q't 2662.78 L20 N66.57' 266882 L21 N8652'16E 2656 J6 L22 NB6-25'22 E 2668.54 L23 N6T0T01"E 2658.66 L24 A187.07'0.YE 2704.66 L25 1489'4249-E 265270 L26 42'49"E 2652.JO L27 N8g36'33"E 2707.21 U6maris.,ve 2707.22 PARCEL DESCRIBED S.S.A. ,fib 99t1.09 ACRES t ITL: ffCLiENT:aARRI �R JAIVE50AENTS 3 BARRON COLUM PARTNERSHIP 11 22004 SKETCH OF DESCRIPTION EC77ONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST SECTIONS 1, 72 THRU 14, 2J & 24. TOWNSHIP 49 SOUTH, 1'-JO00'RANGE 28 EAST, COLLIER COUNTY, FLORIDA OJJ12-PO8-001 I 1 0' 1 I 2N84 PARCEL DESCRIBED S.S.A. ,fib 99t1.09 ACRES t ITL: ffCLiENT:aARRI �R JAIVE50AENTS 3 BARRON COLUM PARTNERSHIP 11 22004 SKETCH OF DESCRIPTION EC77ONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST SECTIONS 1, 72 THRU 14, 2J & 24. TOWNSHIP 49 SOUTH, 1'-JO00'RANGE 28 EAST, COLLIER COUNTY, FLORIDA OJJ12-PO8-001 I 1 0' 1 I 2N84 f Y a� ) 9 �. s �a `�` t-.em., .�Ya ... .. . _ _ �.i_�.. r3Affi...K•e..l,:_ti'�l�x,dr�,2 ' 17C DESCRIPTION OF PART OF SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST SECTIONS 1, 12 & 13, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (RESTORATION AREA "A" Delineation Within Stewardship Sending Area 6) EXHIBIT E PARCEL A-1 All that part of Section 1, Township 49 South, Range 28 East and Section 6, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 6, Township 49 South, Range 29 East, Collier County, Florida (Point Number 19, Northing, 696342.69, Easting, 503998.04); Thence along the west line of said Section 6 South 13055'08" East 2394.87 feet to the POINT OF BEGINNING (Point Number 1138, Northing, 694018.14, Easting, 504574.11); Thence leaving said west line in straight line segments through the following vertices (Points 1139 through 1190 & 1138 inclusive) Point Number 1139, Northing, 694099.84, Easting, 504725.92 Point Number 1140, Northing, 694096.54, Easting, 504761.88 Point Number 1141, Northing, 694099.24, Easting, 504789.21 Point Number 1142, Northing, 694088.26, Easting, 504826.12 Point Number 1143, Northing, 694056.75, Easting, 504875.92 Point Number 1144, Northing, 694035.58, Easting, 504916.08 Point Number 1145, Northing, 694011.10, Easting, 504952.67 Point Number 1146, Northing, 693972.98, Easting, 504999.02 Point Number 1147, Northing, 693941.67, Easting, 505038.72 Point Number 1148, Northing, 693932.95, Easting, 505052.07 Point Number 1149, Northing, 693924.17, Easting, 505065.42 Point Number 1150, Northing, 693896.53, Easting, 505095.17 Point Number 1151, Northing, 693875.67, Easting, 505121.78 Point Number 1152, Northing, 693861.66, Easting, 505145.08 Point Number 1153, Northing, 693842.25, Easting, 505176.67 Point Number 1154, Northing, 693788.28, Easting, 505219.53 Point Number 1155, Northing, 693730.64, Easting, 505288.40 Point Number 1156, Northing, 693600.81, Easting, 505444.70 Point Number 1157, Northing, 693542.88, Easting, 505522.81 Point Number 1158, Northing, 693518.52, Easting, 505532.90 Point Number 1159, Northing, 693467.46, Easting, 505553.85 Point Number 1160, Northing, 693411.72, Easting, 505543.06 Point Number 1161, Northing, 693346.84, Easting, 505522.79 Point Number 1162, Northing, 693227.52, Easting, 505435.65 Point Number 1163, Northing, 693153.29, Easting, 505359.68 Point Number 1164, Northing, 693155.63, Easting, 505353.78 3'21,2005 149519 Vec011-GLAND 03312 P08-001 - 0 DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THAU 14, TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORICA ( RESTORATION AREA 'A" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 2 OF 9 Point Number 1165, Northing, 693164.68, Easting, 505330.99 Point Number 1166, Northing, 693154.53, Easting, 505324.22 Point Number 1167, Northing, 693134.61, Easting, 505310.94 Point !Number 1168, Northing, 691914.83, Easting, 504499.60 Point Number 1169, Northing, 691702.54, Easting, 604370.97 Point Number 1170, Northing, 691691.09, Easting, 504366.00 Point Number 1171, Northing, 691688.51, Easting, 504364.88 Point Number 1172, Northing, 691680.33, Easting, 504362.00 Point Number 1173, Northing, 691662.10, Easting, 504355.58 Point Number 1174, Northing, 692509.14, Easting, 503032.22 Point Number 1175, Northing, 692583.16, Easting, 502930.23 Point Number 1176, Northing, 692613.19, Easting, 502854.37 Point Number 1177, Northing, 692617.07, Easting, 502797.58 Point Number 1178, Northing, 692614.10, Easting, 502762.66 Point Number 1179, Northing, 692626.45, Easting, 502760.94 Point Number 1180, Northing, 692640.20, Easting, 502762.56 Point Number 1181, Northing, 692661.27, Easting, 502765.80 Point Number 1182, Northing, 692661.56, Easting, 502765.47 Point Number 1183, Northing, 693143,26, Easting, 503119.02 Point Number 1184, Northing, 693160.14, Easting, 503132.16 Point Number 1185, Northing, 693583.18, Easting, 503462.33 Point Number 1186, Northing, 693585.48, Easting, 503464.45 Point Number 1187, Northing, 693647.15, Easting, 503520.19 Point Number 1188, Northing, 693653.53, Easting, 503552.59 Point Number 1189, Northing, 693742.85, Easting, 504005.14 Point Number 1190, Northing, 693933.69, Easting, 504417.20 Point Number 1138, Northing, 694018.14, Easting, 504574.11 Containing 83.65 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 6, 13°55'08" East. 312112005- 149519 Ver 011- GLAND GAp43 03312 P08 001- 0 17C (POINT OF BEGINNING) Township 49 South, Range 29 East being South lid` • MM 17C • DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THRU 14. TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST. COLLIER COUNTY, FLORIDA (RESTORATION AREA "A" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6} SHEET 3 OF 9 ALSO INCLUDING PARCEL A-2 All that part of Section 1, Township 49 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 6, Township 49 South, Range 29 East, Collier County, Florida (Point Number 19, Northing, 696342.69, Easting, 503998.04); Thence along the west line of said Section 6 South 13°55'08" East 4649.25 feet to a point (Point Number 1191, Northing, 691829.95, Easting, 505116.40); Thence leaving said west line in straight line segments to the POINT OF BEGINNING (Point Number 1192, Northing, 691638.29, Easting, 504343.00) Thence in straight line segments through the following vertices (Points 1193 through 1209 & 1192 inclusive) Point Number 1193, Northing, 691270.62, Easting, 504113.95 Point Number 1194, Northing, 690469.73, Easting, 503586.02 Point Number 1195, Northing, 689574.13, Easting, 503020.13 Point Number 1196, Northing, 692465.76, Easting, 502300.34 Point Number 1197, Northing, 692465.70, Easting, 502314.24 Point Number 1198, Northing, 692487.91, Easting, 502413.61 Point Number 1199, Northing, 692528.14, Easting, 502562,93 Point Number 1200, Northing, 692660.52, Easting, 502695.42 Point Number 1201, Northing, 692564.60, Easting, 502753.25 Point Number 1202, Northing, 692564.42, Easting, 502755.34 Point Number 1203, Northing, 692564.93, Easting, 502755.42 Point Number 1204, Northing, 692570.54, Easting, 502791.50 Point Number 1205, Northing, 692567.74, Easting, 502819.53 Point Number 1206, Northing, 692564.94, Easting, 502841.95 Point Number 1207, Northing, 692550.92, Easting, 502884.00 Point Number 1208, Northing, 692528.50, Easting, 502934.45 Point Number 1209, Northing, 692514.49, Easting, 502968.08 Point Number 1192, Northing, 691638.29, Easting, 504343.00 (POINT OF BEGINNING) Containing 68.97 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 6, 13°55'08" East. 12V2005 149519 Ver. 011-GLAND cnxaa 03312-POB-001 0 Township 49 South, Lange 29 East being South 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THRU 14, TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (RESTORATION AREA `A" DELINEATION WITHIN STEWARDSHIP SENDING AREA &) SHEET 4 OF 9 ALSO INCLUDING PARCEL A-3 All that part of Section 12, Township 49 South, Range 28 East, Collier County, Florida being more particularly described as follows; BEGINNING at the northwest corner of Section 12, Township 49 South, Range 28 East, Collier County, Florida (Point Number 16, Northing, 688196.07, Easting, 500709.34); Thence along the north line of said Section 12 North 89050'27" East 2632.16 feet to a point (Point Number 1210, Northing, 688203.39, Easting, 503341.49) Thence leaving said north line in straight line segments through the following vertices (Points 1211 through 1255 & 16 inclusive); Point Number 1211, Northing, 688182.72, Easting, 503340.48 Point Number 1212, Northing, 688177.74, Easting, 503340.26 Point Number 1213, Northing, 688133.05, Easting, 503338.08 Point Number 1214, Northing, 688129.04, Easting, 503337.88 Point Number 1215, Northing, 688036.87, Easting, 503332.21 Point Number 1216, Northing, 687692.76, Easting, 503304.35 Point Number 1217, Northing, 686707.60, Easting, 503293.97 Point Number 1218, Northing, 685930.45, Easting, 503290.72 Point Number 1219, Northing, 685878.37, Easting, 503290.50 Point Number 1220, Northing, 685741.84, Easting, 503289.41 Point Number 1221, Northing, 684064.12, Easting, 503276.07 Point Number 1222, Northing, 6B3330.95, Easting, 503270.24 Point Number 1223, Northing, 683244.35, Easting, 503352.23 Point Number 1224, Northing, 683256.15, Easting, 503247.06 Point Number 1225, Northing, 683270.11, Easting, 503211,25 Point Number 1226, Northing, 683274.74, Easting, 503155.46 Point Number 1227, Northing, 683259.81, Easting, 503095.94 Point Number 1228, Northing, 683234.31, Easting, 503065.74 Point Number 1229, Northing, 683182.25, Easting, 503051.34 Point Number 1230, Northing, 683139.45, Easting, 503060.17 Point Number 1231, Northing, 683108.96, Easting, 503102.16 Point Number 1232, Northing, 683085.66, Easting, 503118.03 Point Number 1233, Northing, 683060.10, Easting, 503091.10 Point Number 1234, Northing, 683055.13, Easting, 503025.25 Point Number 1235, Northing, 683046.33, Easting, 502982.31 Point Number 1236, Northing, 683000.81, Easting, 502968,05 3121f2005, 149519 V., 01'- GLAND CA- 03312 P0"-001 " DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THRU 14, TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (RESTORATION AREA"A" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 5 OF 9 Point Number 1237, Northing, 682977.66, Easting, 502977.35 Point !Number 1238, Northing, 682978.15, Easting, 502635.32 Point Number 1239, Northing, 682978.70, Easting, 502254.22 Point Number 1240, Northing, 682978.10, Easting, 501962.88 Point Number 1241, Northing, 682976.58, Easting, 501220.08 Point Number 1242, Northing, 682976.04, Easting, 500957.54 Point Number 1243, Northing, 682975.45, Easting, 500675.13 Point Number 1244, Northing, 686138.46, Easting, 500695.86 Point Number 1245, Northing, 686247.37, Easting, 500804.16 Point Number 1246, Northing, 686318.89, Easting, 500874.37 Point Number 1247, Northing, 686507.69, Easting, 501053.04 Point Number 1248, Northing, 686623.80, Easting, 501171.47 Point Number 1249, Northing, 686662.48, Easting, 501188.08 Point Number 1250, Northing, 686725.89, Easting, 501150.41 Point Number 1251, Northing, 686813.03, Easting, 501101.54 Point Number 1252, Northing, 686864,47, Easting, 501075.34 Point Number 1253, Northing, 686892.60, Easting, 501070.40 Point Number 1254, Northing, 686906.10, Easting, 501040.38 Point Number 1255, Northing, 687345.73, Easting, 500703.77 Point Number 16, Northing, 688196.07, Easting, 500709.34 (POINT OF BEGINNING) Containing 302.87 acres, more or less Subject to easements and restrictions of record. Bearings are based on the north line of Section 12, Township 49 South, Range 28 East being North 89050'27" East. X2V2005 14K19 VOT: OH -GLAND c .ua 03312-POS-001-- 0 1 7C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THRLJ 14, TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (RESTORATION AREA "A" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 6 OF 9 PARCEL A-4 All that part of Sections 12, 13 & 14, Township 49 South, Range 28 East, Collier County, Florida being more particularly described as follows; BEGINNING at the southwest corner of Section 12, Township 49 South, Range 28 East, Collier County Florida (Point Number 15, Northing, 682898.60, Easting, 500674.62); Thence along the west line of said Section 12 North 00032'32" East 27.51 feet to a point (Point Number 1256, Northing, 682926.11, Easting, 500674.80) Thence leaving said west line in straight line segments through the following vertices (Points 1257 through 1349 & 15 inclusive); Point Number 1257, Northing, 682919.52, Easting, 503348.97 Point Number 1258, Northing, 682861.30, Easting, 503348.39 Point Number 1259, Northing, 681160.56, Easting, 503331.38 Point Number 1260, Northing, 681157.12, Easting, 503260.87 Point Number 1261, Northing, 681151.72, Easting, 503169.48 Point Number 1262, Northing, 681145.72, Easting, 503089.99 Point Number 1263, Northing, 681138.88, Easting, 503046.19 Point Number 1264, Northing, 681136.55, Easting, 502978.68 Point Number 1265, Northing, 681137.50, Easting, 502939.03 Point Number 1266, Northing, 681 139.78, Easting, 502843.87 Point Number 1267, Northing, 681136.99, Easting, 502796.20 Point Number 1268, Northing, 681146.70, Easting, 502721.06 Point Number 1269, Northing, 681139.56, Easting, 502689.15 Point Number 1270, Northing, 681152.46, Easting, 502645.83 Point Number 1271, Northing, 681172.89, Easting, 502618.55 Point Number 1272, Northing, 681197.74, Easting, 502571.54 Point Number 1273, Northing, 681199.55, Easting, 502496.21 Point Number 1274, Northing, 661192.80, Easting, 502448.43 Point Number 1275, Northing, 681154.34, Easting, 502403.87 Point Number 1276, Northing, 681152.93, Easting, 502359.21 Point Number 1277, Northing, 681141 .77, Easting, 502309.00 Point Number 1278, Northing, 681117.60, Easting, 502236.49 Point Number 1279, Northing, 681093.43, Easting, 502180.70 Point Number 1280, Northing, 681056.24, Easting, 502108.18 Point Number 1281, Northing, 681024.16, Easting, 502063.49 Point Number 1282, Northing, 681060.77, Easting, 502020.76 Point Number 1283, Northing, 681073.86, Easting, 501969.48 Point Number 1284, Northing, 681067.30, Easting, 501913.79 Point Number 1285, Northing, 681052.73, Easting, 501861.86 Point Number 1286, Northing, 681029.69, Easting, 501833,53 T21,2005 1495t9 Ver:0V GLAND C- 03312-P08-001--0 17C� a DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THRU 14, TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA ( RESTORATION AREA "A" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 7 OF 9 Point Number 1287, Northing, 680998.95, Easting, 501797.08 Point Number 1288, Northing, 680976.76, Easting, 501733.07 Point Number 1289, Northing, 680966.15, Easting, 501681.23 Point Number 1290, Northing, 680987.25, Easting, 501626.21 Point Number 1291, Northing, 681031.66, Easting, 501587.61 Point Number 1292, Northing, 681034.51, Easting, 501585.80 Point Number 1293, Northing, 681020.94, Easting, 501555.65 Point Number 1294, Northing, 681001.30, Easting, 501534.50 Point Number 1295, Northing, 680972.60, Easting, 501507.30 Point Number 1296, Northing, 680946.92, Easting, 501474.07 Point Number 1297, Northing, 680922.74, Easting, 501434.79 Point Number 1298, Northing, 680904.62, Easting, 501412.13 Point Number 1299, Northing, 680883,47, Easting, 501389.47 Point Number 1300, Northing, 680871.38, Easting, 501369.83 Point Number 1301, Northing, 680869,87, Easting, 501339.61 Point Number 1302, Northing, 680875.91, Easting, 501295.80 Point Number 1303, Northing, 680875.91, Easting, 501268.61 Point Number 1304, Northing, 680868.36, Easting, 501239.90 Point Number 1305, Northing, 680856.27, Easting, 501215.73 Point Number 1306, Northing, 680844.09, Easting, 501189.93 Point Number 1307, Northing, 680875.24, Easting, 501185.48 Point Number 1308, Northing, 680917.31, Easting, 501189.77 Point Number 1309, Northing, 680937.54, Easting, 501157.69 Point Number 1310, Northing, 680942.03, Easting, 501105.72 Point Number 1311, Northing, 680943.28, Easting, 501053.67 Point Number 1312, Northing, 680947.93, Easting, 500995.18 Point Number 1313, Northing, 680978.61, Easting, 500934.06 Point Number 1314, Northing, 681005.63, Easting, 500889.14 Point Number 1315, Northing, 681003.26, Easting, 500853.28 Point Number 1316, Northing, 680959.05, Easting, 500803.37 Point Number 1317, Northing, 680931.04, Easting, 500753.87 Point Number 1318, Northing, 680925.27, Easting, 500724.42 Point Number 1319, Northing, 680962.02, Easting, 500679.74 Point Number 1320, Northing, 681034.68, Easting, 500626.17 Point Number 1321, Northing, 681111.05, Easting, 500553.13 Point Number 1322, Northing, 681176.13, Easting, 500544.94 Point Number 1323, Northing, 681221.52, Easting, 500546.05 Point Number 1324, Northing, 681292.53, Easting, 500560.79 Point Number 1325, Northing, 681353.59, Easting, 500585.06 Point Number 1326, Northing, 681411.55, Easting, 500602.74 Point Number 1327, Northing, 681489.29, Easting, 500607.88 Point Number 1328, Northing, 681612,73, Easting, 500601 .09 Point Number 1329, Northing, 681661.12, Easting, 500612.02 Point Number 1330, Northing, 681700.66, Easting, 500586.94 3121/2005- 149515 V- 011- GLAND c A143 03312 P08 001 0 l 7 c ,m DESCRIPTION OF +_ANDS LYING WITHIN SECTIONS 1 & 12 THRU 14. TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA ( RESTORATION AREA"A" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 9 OF 9 STATEMENT OF DEFINITION, ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 6 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A"(REFERENCE WILSONMILLER DRAWING NUMBER 21-1-94). 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/23/03 2. NEGATIVE SCALE: 1:36000 3, PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1 "=500' 5. SCALE NOT TO EXCEED 1 "=500'. 6. THIS IMAGERY HAS NOT BEEN ORTHO CORRECTED IN ORDER TO MEET MINIMUM TECHNICAL STANDARDS OR NATIONAL MAP ACCURACY STANDARDS. 7. VERTICAL ELEVATION CHANGES WILL CAUSE HORIZONTAL DISPLACEMENT. EVERY EFFORT HAS BEEN MADE TO MINIMIZE THIS EFFECT FOR CRITICAL FEATURES. 8. IN AREAS WHERE TALL STRUCTURES OR TREES LEAN TO OBSTRUCT FEATURES, EXPOSURES WERE MOSAICKED IN AN EFFORT TO MINIMIZE THE EFFECT. 9. THIS PRODUCT IS SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT PROVIDED IN A DIGITAL FORMAT. B. BASED ON THESE PARAMETERS, THE LINES DEPICTED IN THIS DIGITAL FILE HAVE AN ESTIMATED POSITIONAL ACCURACY OF +/- 20 FEET. C. MINOR DIFFERENCES IN POSITION AND ACREAGE BETWEEN THIS DESCRIPTION AND OTHER FORMATS CAN BE ATTRIBUTED TO COORDINATE PROJECTION AND SOFTWARE ACCURACY PARAMETERS. 3. COORDINATE BASIS: THE LINES DEPICTED HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 83, GRS80, US SURVEY FEET. BY _ DATE 3-17-05 LANCE T. MILLER, P.S.M. LS # 5627 WILSONMILLER, INC. REGISTERED ENGINEERS AND LAND SURVEYORS. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND MAPPER. NOT BASED ON FULL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION # LB-43 REF 2H-94 2�21!2005- 149519 Ver. 01' GLAND CA�43 03312-P08001--0 DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THRU 14, TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA ( RESTORATION AREA "A" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 8 OF 9 Point Number 1331, Northing, 681711.33, Easting, 500548.14 Point Number 1332, Northing, 681783.18, Easting, 500527.11 Point Number 1333, Northing, 681867.57, Easting, 500525.88 Point Number 1334, Northing, 681928.86, Easting, 500540.38 Point Number 1335, Northing, 682006,52, Easting, 500548.77 Point Number 1336, Northing, 682081.40, Easting, 500537.56 Point Number 1337, Northing, 682140.54, Easting, 500506.45 Point Number 1338, Northing, 682192,66, Easting, 500497.94 Point Number 1339, Northing, 682260,43, Easting, 500512.60 Point Number 1340, Northing, 682315.23, Easting, 500526.94 Point Number 1341, Northing, 682367.11, Easting, 500528.21 Point Number 1342, Northing, 682425.78, Easting, 500516.60 Point Number 1343, Northing, 682499.56, Easting, 500550,95 Point Number 1344, Northing, 682544.48, Easting, 500571.57 Point Number 1345, Northing, 682602.13, Easting, 500602.26 Point Number 1346, Northing, 682643.61, Easting, 500622.14 Point Number 1347, Northing, 682826,55, Easting, 500578.39 Point Number 1348, Northing, 682877.49, Easting, 500508,00 Point Number 1349, Northing, 682898.25, Easting, 500504.43 Point Number 15, Northing, 682898.60, Easting, 500674.62 (POINT OF BEGINNING) Containing 119.46 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 12, Township 49 South, Range 28 East being North 00032'32" East. NET ACREAGE: A-1 ACREAGE 83.65 A-2 ACREAGE 68.97 A-3 ACREAGE 302.87 A-4 ACREAGE +119.46 FLOW WAY RESTORATION NET ACREAGE 574.95 3l2112DOS-149M V., 01!-GLANC CA- 03312 P08 D01 0 17C DESCRIPTION OF PART OF SECTIONS 2-3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST COLLIER COUNTY, FLORIDA OTHER LISTED SPECIES RESTORATION AREA (RESTORATION AREA 13) Delineation Within Stewardship Sending Area 6 PARCEL B-1 All that part of Section 2 & 3, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 2, Township 49 South, Range 29 East, Collier County, Florida (Point Number 27, Northing, 697236.36, Easting, 525300.57); - Thence along the west line of said Section 2 South 08026'42" East 4704.48 feet to the POINT OF BEGINNING (Point Number 1350, Northing, 692582.89, Easting, 525991.48); Thence leaving said west line in straight line segments through the following vertices (Points 1351 through 1483 & 1350 inclusive) Point Number 1351, Northing, 692616.53, Easting, 526569.05 Point Number 1352, Northing, 692631.20, Easting, 526766.06 Point Number 1353, Northing, 692645.46, Easting, 526957.47 Point Number 1354, Northing, 692651.85, Easting, 527066.13 Point Number 1355, Northing, 692660.28, Easting, 527209.33 Point Number 1356, Northing, 692677.61, Easting, 527356.45 Point Number 1357, Northing, 692693.33, Easting, 527426.69 Point Number 1358, Northing, 692724.13, Easting, 527448.40 Point Number 1359, Northing, 692938.73, Easting, 527495.51 Point Number 1360, Northing, 692979.05, Easting, 527555.87 Point Number 1361, Northing, 693117.30, Easting, 527740.84 Point Number 1362, Northing, 693147,64, Easting, 527789.78 Point Number 1363, Northing, 693187.67, Easting, 527854.34 Point Number 1364, Northing, 693268.03, Easting, 527985.52 Point Number 1365, Northing, 693326.42, Easting, 528161.58 Point Number 1366, Northing, 693348.08, Easting, 528226.17 Point Number 1367, Northing, 693352,41, Easting, 528239.06 Point Number 1368, Northing, 693347.42, Easting, 528301.81 Point Number 1369, Northing, 693347.04, Easting, 528304.97 Point Number 1370, Northing, 693338.70, Easting, 528374.95 Point Number 1371, Northing, 693307.50, Easting, 528476.49 Point Number 1372, Northing, 693297.15, Easting, 528510.17 Point Number 1373, Northing, 693241.11, Easting, 528669.48 Point Number 1374, Northing, 693123.50, Easting, 529071.60 Point Number 1375, Northing, 693116.00, Easting, 529106.97 Point Number 1376, Northing, 693099.94, Easting, 529182.80 312 v2005-149569 Ver. 011-CLAN❑ c '" 00012-007.000-- u 17C ❑ESCRIPTICN OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "6- DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 2 OF 30 Point Number 1377, Northing, 693081.63, Easting, 529278,68 Point Number 1378, Northing, 693076.04, Easting, 529307.96 Point Number 1379, Northing, 693078.16, Easting, 529339.B8 Point Number 1380, Northing, 693042.25, Easting, 529382.79 Point Number 1381, Northing, 692974.37, Easting, 529430.26 Point Number 1382, Northing, 692897.04, Easting, 529499.83 Point Number 1383, Northing, 692770.70, Easting, 529572.68 Point Number 1384, Northing, 692649.65, Easting, 529609.94 Paint Number 1385, Northing, 692578.17, Easting, 529621.60 Point Number 1386, Northing, 6924B4.03, Easting, 529650.57 Point Number 1387, Northing, 692425.46, Easting, 529680.40 Point Number 1388, Northing, 692114.10, Easting, 529860.41 Point Number 1389, Northing, 692050.64, Easting, 529907.98 Point Number 1390, Northing, 691996.74, Easting, 529929.00 Point Number 1391, Northing, 691946.96, Easting, 529963.53 Point Number 1392, Northing, 691914.75, Easting, 529971.92 Point Number 1393, Northing, 691884.27, Easting, 529979.85 Point Number 1394, Northing, 691791.10, Easting, 529968.67 Point Number 1395, Northing, 691689,78, Easting, 529926.02 Point Number 1396, Northing, 691621.69, Easting, 529874.76 Point Number 1397, Northing, 691478.54, Easting, 529767.03 Point Number 1398, Northing, 691217.77, Easting, 529570.74 Point Number 1399, Northing, 691205.48, Easting, 529525.78 Point Number 1400, Northing, 691203,10, Easting, 529440.88 Point Number 1401, Northing, 691200.48, Easting, 529364.91 Point Number 1402, Northing, 691183.00, Easting, 529318.89 Point Number 1403, Northing, 691162.82, Easting, 529265,75 Point Number 1404, Northing, 691183.09, Easting, 529163.53 Point Number 1405, Northing, 691187.37, Easting, 529145.94 Point Number 1406, Northing, 691217.65, Easting, 529021.49 Point Number 1407, Northing, 691277.02, Easting, 528877.71 Point Number 1408, Northing, 691324.70, Easting, 528824.56 Point Number 1409, Northing, 69133423, Easting, 528771 ,37 Point Number 1410, Northing, 691350.89, Easting, 528759.45 Point Number 1411, Northing, 691424.46, Easting, 528765.34 Point Number 1412, Northing, 691465.94, Easting, 528739.04 Point Number 1413, Northing, 691513.29, Easting, 528756.25 Point Number 1414, Northing, 691588.57, Easting, 528771,48 Point Number 1415, Northing, 691651.03, Easting, 528764.06 Point Number 1416, Northing, 691713,95, Easting, 528738.80 Point Number 1417, Northing, 691754.18, Easting, 528730.84 Point Number 1418, Northing, 691794.86, Easting, 528705.04 Point Number 1419, Northing, 691818.05, Easting, 528665.40 Point Number 1420, Northing, 691814.79, Easting, 528616.21 Point Number 1421, Northing, 691797.66, Easting, 528589.01 N2V2005 149569 Ver: 011 GLAND CA.a3 03312-007 000 - 0 DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA"B" CELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 3 OF 30 Point Number 1422, Northing, 691785.28, Easting, 528548.52 Point Number 1423, Northing, 691709.52, Easting, 528471.28 Point Number 1424, Northing, 691652.45, Easting, 528483.39 Point Number 1425, Northing, 691614.92, Easting, 528507.37 Point Number 1426, Northing, 691579.18, Easting, 528479.41 Point Number 1427, Northing, 691569.10, Easting, 528446.62 Point Number 1428, Northing, 691561.53, Easting, 528401,23 Point Number 1429, Northing, 691541.61, Easting, 528324.17 Point Number 1430, Northing, 691567,60, Easting, 528267.27 Point Number 1431, Northing, 691573.48, Easting, 528193.45 Point Number 1432, Northing, 691567.58, Easting, 528176.95 Point Number 1433, Northing, 691554.25, Easting, 528139.55 Point Number 1434, Northing, 691526,79, Easting, 528089.37 Point Number 1435, Northing, 691511.51, Easting, 528043.81 Point Number 1436, Northing, 691512.80, Easting, 527990.43 Point Number 1437, Northing, 691522.47, Easting, 527929.00 Point Number 1438, Northing, 691524.45, Easting, 527846.86 Point Number 1439, Northing, 691530.53, Easting, 527764.83 Point Number 1440, Northing, 691516.47, Easting, 527706.35 Point Number 1441, Northing, 691523.73, Easting, 527707.14 Point Number 1442, Northing, 691585.57, Easting, 527691.99 Point Number 1443, Northing, 691634.68, Easting, 527693.19 Point Number 1444, Northing, 691667.61, Easting, 527685.76 Point Number 1445, Northing, 691713,56, Easting, 527649.90 Point Number 1446, Northing, 691755.77, Easting, 527597.50 Point Number 1447, Northing, 691768.85, Easting, 527564.93 Point Number 1448, Northing, 691761.65, Easting, 527523.67 Point Number 1449, Northing, 691754.27, Easting, 527490.62 Point Number 1450, Northing, 691740.59, Easting, 527445.90 Point Number 1451, Northing, 691789.53, Easting, 527388.74 Point Number 1452, Northing, 691815.27, Easting, 527340.06 Point Number 1453, Northing, 691789.19, Easting, 527232,39 Point Number 1454, Northing, 691799.96, Easting, 527125.78 Paint Number 1455, Northing, 691786.01, Easting, 527022.72 Point Number 1456, Northing, 691792,38, Easting, 526928.37 Point Number 1457, Northing, 691778.20, Easting, 526837.40 Point Number 1458, Northing, 691780.77, Easting, 526730.62 Point Number 1459, Northing, 691786.55, Easting, 526660.91 Point Number 1460, Northing, 691792.62, Easting, 526578.87 Point Number 1461, Northing, 691769.94, Easting, 526500,25 Point Number 1462, Northing, 691719.92, Easting, 526367.32 Point Number 1463, Northing, 691689,48, Easting, 526267.97 Point Number 1464, Northing, 691654.65, Easting, 526184.93 Point Number 1465, Northing, 691619.09, Easting, 526130.65 Point Number 1466, Northing, 691612.80, Easting, 526052.43 W21,2005 149669 Ver. 011-GLANIJ C4 .. 03312-007-000- - C 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA"B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHFET 4 OF 30 Point Number 1467, Northing, 691617.50, Easting, 526005.64 Point Number 1468, Northing, 691618.18, Easting, 525998.92 Point Number 1469, Northing, 691665.48, Easting, 525905.57 Point Number 1470, Northing, 691783.78, Easting, 525756.39 Point Number 1471, Northing, 691906.57, Easting, 525590.67 Point Number 1472, Northing, 692038.25, Easting, 525396.62 Point Number 1473, Northing, 692140.57, Easting, 525230.63 Point Number 1474, Northing, 692195.51, Easting, 525161.89 Point Number 1475, Northing, 692274.51, Easting, 525114.49 Point Number 1476, Northing, 692398.02, Easting, 525088.72 Point Number 1477, Northing, 692512.67, Easting, 525091.49 Point Number 1478, Northing, 692588.43, Easting, 525110.40 Point Number 1479, Northing, 692539.46, Easting, 525145.58 Point Number 1480, Northing, 692535.29, Easting, 525170.57 Point Number 1481, Northing, 692527.27, Easting, 525218.64 Point Number 1482, Northing, 692545.71, Easting, 525423.94 Point Number 1483, Northing, 692557.45, Easting, 525554.68 Point Number 1350, Northing, 692582.89, Easting, 525991.48 (POINT OF BEGINNING) Containing 131.93 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 2, Township 49 South, Range 29 East being South 08026'42" East. 312S12005-149569 Ver.011-GLAND ,A- 03312,007 000- 6 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA"R" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 5 OF 30 LESS & EXCEPT FROM PARCEL B-1 THE FOLLOWING PARCEL PARCEL B-1-1 All that part of Section 2, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 2, Township 49 South, Range 29 East, Collier County, Florida (Point Number 27, Northing, 697236.36, Easting, 525300.57); Thence along the west line of said Section 2 South 08°26'42" East 4704.48 feet to a point (Point Number 1350, Northing, 692582.89, Easting, 525991.48); Thence leaving said west line in straight line segments through the following vertices (Points 1351 through 1398 & 1484 inclusive) Point Number 1351, Northing, 692616.53, Easting, 526569.05 Point Number 1352, Northing, 692631.20, Easting, 526766.06 Point Number 1353, Northing, 692645.46, Easting, 526957.47 Point Number 1354, Northing, 692651.85, Easting, 527066.13 Point Number 1355, Northing, 692660.28, Easting, 527209.33 Point Number 1356, Northing, 692677.61, Easting, 527356.45 Point Number 1357, Northing, 692693.33, Easting, 527426.69 Point Number 1358, Northing, 692724.13, Easting, 527448.40 Point Number 1359, Northing, 692938.73, Easting, 527495.51 Point Number 1360, Northing, 692979.05, Easting, 527555.87 Point Number 1361, Northing, 693117.30, Easting, 527740.84 Point Number 1362, Northing, 693147.64, Easting, 527789.78 Point Number 1363, Northing, 693187.67, Easting, 527854.34 Point Number 1364, Northing, 693268.03, Easting, 527985.52 Point Number 1365, Northing, 693326.42, Easting, 528161.58 Point Number 1366, Northing, 693348.08, Easting, 528226.17 Point Number 1367, Northing, 693352.41, Easting, 528239.06 Point Number 1368, Northing, 693347.42, Easting, 528301.81 Point Number 1369, Northing, 693347.04, Easting, 528304.97 Point Number 1370, Northing, 69333B.70, Easting, 528374.95 Point Number 1371, Northing, 693307.50, Easting, 528476.49 Point Number 1372, Northing, 693297.15, Easting, 528510.17 Point Number 1373, Northing, 693241.11, Easting, 528669.48 Point Number 1374, Northing, 693123.50, feasting, 529071.60 Point Number 1375, Northing, 693116.00, Easting, 529106.97 Point Number 1376, Northing, 693099.94, Easting, 529182.80 Point Number 1377, Northing, 693081.63, Easting, 529278.68 31'?V2005 149569 vw 011-ULANI) CAx4s 03312-007-000-- 0 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST. COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA 'B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 6 OF 30 Point Number 1378, Northing, 693076.04, Easting, 529307.96 Point Number 1379, Northing, 693078.16, Easting, 529339.88 Point Number 1380, Northing, 693042.25, Easting, 529382.79 Point Number 1381, Northing, 692974.37, Easting, 529430.26 Point Number 1382, Northing, 692897.04, Easting, 529499.83 Point Number 1383, Northing, 692770.70, Easting, 529572.68 Point Number 1384, Northing, 692649.65, Easting, 529609.94 Point Number 1385, Northing, 692578.17, Easting, 529621.60 Point Number 1386, Northing, 692484.03, Easting, 529650.57 Point Number 1387, Northing, 692425.46, Easting, 529680.40 Point Number 1388, Northing, 692114.10, Easting, 529860.41 Point Number 1389, Northing, 692050.64, Easting, 529907.98 Point Number 1390, Northing, 691996.74, Easting, 529929.00 Point Number 1391, Northing, 691946.96, Easting, 529963.53 Point Number 1392, Northing, 691914.75, Easting, 529971,92 Point Number 1393, Northing, 691884.27, Easting, 529979.85 Point Number 1394, Northing, 691791.10, Easting, 529968.67 Point Number 1395, Northing, 691689,78, Easting, 529926.02 Point Number 1396, Northing, 691621.69, Easting, 529874.76 Point Number 1397, Northing, 691478.54, Easting, 529767.03 Point Number 1398, Northing, 691217.77, Easting, 529570.74 Point Number 1484, Northing, 691580,48, Easting, 529360.96 (POINT OF BEGINNING) Thence in straight line segments through the following vertices (Points 1485 through 1500 & 1484 inclusive) 3/21/2005 140569 Ver. 01f-GLAND C.." 03312-007-000- 0 DESCRIPTION OF LANDS. LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA"S" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 7 OF 30 Point Number 1485, Northing, 691596.55, Easting, 529302.48 Point Number 1486, Northing, 691617.16, Easting, 529258.83 Point Number 1487, Northing, 691661.95, Easting, 529225.57 Point Number 1488, Northing, 691706.53, Easting, 529202.13 Point Number 1489, Northing, 691751.21, Easting, 529173.76 Point Number 1490, Northing, 691790.30, Easting, 529174.71 Point Number 1491, Northing, 691828.55, Easting, 529209.99 Point Number 1492, Northing, 691881.35, Easting, 529250.52 Point Number 1493, Northing, 691875.29, Easting, 529299.42 Point Number 1494, Northing, 691845.14, Easting, 529333.03 Point Number 1495, Northing, 691814.99, Easting, 529366.64 Point Number 1496, Northing, 691784.39, Easting, 529419.88 Point Number 1497, Northing, 691744.12, Easting, 529467.96 Point Number 1498, Northing, 691699.79, Easting, 529481.60 Point Number 1499, Northing, 691646.52, Easting, 529460.69 Point Number 1500, Northing, 691603.61, Easting, 529415.48 Point Number 1484, Northing, 691580.48, Easting, 529360.96 (POINT OF BEGINNING) Containing 1.36 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 2, Township 49 South, Range 29 East being South 08026'42" East. NET ACREAGE: B-1 ACREAGE 131.93 B 1-1 ACREAGE-1.36 B-1 NET ACREAGE 130.57 N21r2005. 149569 Ve, 011-GLAND cA- 03312-0o-000 0 DESCRIPTION OF LANDS MNG WITHIN SECTIONS 2 —3 & 5-9. TOWNSH]P 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA'B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 8 OF 30 ALSO INCLUDING PARCEL B-2 17C -oft All that part of Section 5, 8 & 9, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the north quarter corner of Section 9, Township 49 South, Range 29 East, Collier County, Florida (Point Number 5, Northing, 688201.69, Easting, 518648.13 ); Thence South 88°56'44" West 2548.88 feet to a point (Point Number 1501, Northing, 688154.78, Easting, 516099.69) (POINT OF BEGINNING); Thence in straight line segments through the following vertices (Points 1502 through 1629 & 1501 inclusive) Point Number 1502, Northing, 688091.38, Easting, 516102.26 Point Number 1503, Northing, 687951.65, Easting, 516115.94 Point Number 1504, Northing, 687926.03, Easting, 516128.04 Point Number 1505, Northing, 687929.05, Easting, 516178.88 Point Number 1506, Northing, 687942.02, Easting, 516200.97 Point Number 1507, Northing, 687945.69, Easting, 516211.42 Point Number 1508, Northing, 687869.69, Easting, 516156.74 Point Number 1509, Northing, 687798.89, Easting, 516130.21 Point Number 1510, Northing, 687736.07, Easting, 516114.91 Point Number 1511, Northing, 687653.82, Easting, 516107.40 Point Number 1512, Northing, 687606.81, Easting, 516120.04 Point Number 1513, Northing, 687545.94, Easting, 516137.86 Point Number 1514, Northing, 687512.39, Easting, 516161.87 Point Number 1515, Northing, 687492.43, Easting, 516191.72 Point Number 1516, Northing, 687460.77, Easting, 516251,60 Point Number 1517, Northing, 687448.60, Easting, 516300.93 Point Number 1518, Northing, 687431.52, Easting, 516325.34 Point Number 1519, Northing, 687403.47, Easting, 516349.47 Point Number 1520, Northing, 687383.38, Easting, 516384.83 Point Number 1521, Northing, 687349.70, Easting, 516414.34 Point Number 1522, Northing, 687350.21, Easting, 516392.29 Point Number 1523, Northing, 687345.86, Easting, 516345.32 Point Number 1524, Northing, 687018.84, Easting, 516348.42 Point Number 1525, Northing, 686768.97, Easting, 516342.36 311211200S- 14A"4 Ve, oil-CLAND C W 03312-007 000 D 17C9M DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 9 OF 30 Point Number 1526, Northing, 686768.19, Easting, 516352.08 Point Number 1527, Northing, 686699.27, Easting, 516358.22 Point Number 1528, Northing, 686674.22, Easting, 516350.69 Point Number 1529, Northing, 686664.26, Easting, 516312.21 Point Number 1530, Northing, 686646.53, Easting, 516257.13 Paint Number 1531, Northing, 686628.34, Easting, 516221.16 Point Number 1532, Northing, 686607.23, Easting, 516193.33 Point Number 1533, Northing, 686580.29, Easting, 516181.75 Point Number 1534, Northing, 686550.29, Easting, 516183.76 Point Number 1535, Northing, 686511.79, Easting, 516199.21 Point Number 1536, Northing, 686495.15, Easting, 516212.48 Point Number 1537, Northing, 686480.42, Easting, 51625B.57 Point Number 1538, Northing, 686468.22, Easting, 516312.91 Point Number 1539, Northing, 686440.15, Easting, 516347.75 Point Number 1540, Northing, 686398.83, Easting, 516368.60 Point Number 1541, Northing, 686369.08, Easting, 516359.69 Point Number 1542, Northing, 686368.87, Easting, 516360.02 Point Number 1543, Northing, 684815.22, Easting, 516388.87 Point Number 1544, Northing, 684810.48, Easting, 516345.04 Point Number 1545, Northing, 684833.25, Easting, 516243.60 Point Number 1546, Northing, 684873.09, Easting, 516157.12 Point Number 1547, Northing, 684907.32, Easting, 516061.79 Point Number 1548, Northing, 684935.13, Easting, 515992.52 Point Number 1549, Northing, 684978.78, Easting, 515868.26 Point Number 1550, Northing, 684995.83, Easting, 515763.76 Point Number 1551, Northing, 685003.59, Easting, 515682.35 Point Number 1552, Northing, 684991.39, Easting, 515585.89 Point Number 1553, Northing, 684954.20, Easting, 515442.20 Point Number 1554, Northing, 684908,60, Easting, 515406.11 Point Number 1555, Northing, 684831.08, Easting, 515369.25 Point Number 1556, Northing, 684776.15, Easting, 515359.19 Point Number 1557, Northing, 684724.46, Easting, 515334.62 Point Number 1558, Northing, 684685.09, Easting, 516281.20 Point Number 1559, Northing, 684663.35, Easting, 515219.47 Point Number 1560, Northing, 684635.58, Easting, 515166.35 Point Number 1561, Northing, 684615.96, Easting, 515136.74 Point Number 1562, Northing, 684575.96, Easting, 515102.98 Paint Number 1563, Northing, 684647.15, Easting, 515081.28 Point Number 1564, Northing, 684787.79, Easting, 515056.38 Point Number 1565, Northing, 685177.93, Easting, 514985.69 Point Number 1566, Northing, 685360.11, Easting, 514957.32 Point Number 1567, Northing, 685418.86, Easting, 514929.60 Point Number 1568, Northing, 685529.57, Easting, 515005.15 Point Number 1569, Northing, 685621.80, Easting, 515094.80 Point Number 1570, Northing, 685703.57, Easting, 515166.01 3121,2005-149569 Ver-01'-GLAND cn1a3 03312 007 000 6 DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA °R" DFLINEATUN WITHIN STEWARDSHIP SENDING AREA 6) SHEET 10 OF 30 Point Number 1571, Northing, 685737.75, Easting, 515254.26 Point Number 1572, Northing, 685738.50, Easting, 515374.49 Point Number 1573, Northing, 685734.98, Easting, 515520.12 Point Number 1574, Northing, 685776.41, Easting, 515608.55 Point Number 1575, Northing, 685835.89, Easting, 515701.07 Point Number 1576, Northing, 685885.19, Easting, 515764.19 Point Number 1577, Northing, 685975.01, Easting, 515802.80 Point Number 1578, Northing, 686028.91, Easting, 515825.97 Point Number 1579, Northing, 686109.25, Easting, 515806.05 Point Number 1580, Northing, 686179.06, Easting, 515771.31 Point Number 1581, Northing, 686290.27, Easting, 515675.65 Point Number 1582, Northing, 686361.74, Easting, 515571.74 Point Number 1583, Northing, 686419.23, Easting, 515445.64 Point Number 1584, Northing, 686458.14, Easting, 515337.29 Point Number 1585, Northing, 686514.49, Easting, 515258.51 Point Number 1586, Northing, 686535.17, Easting, 515153.37 Point Number 1587, Northing, 686518.88, Easting, 515076.48 Point Number 1588, Northing, 686505.69, Easting, 515021.52 Point Number 1589, Northing, 686521.68, Easting, 514959.97 Point Number 1590, Northing, 686516.79, Easting, 514861.50 Point Number 1591, Northing, 686514.49, Easting, 514806.80 Point Number 1592, Northing, 686496.99, Easting, 514775.86 Point Number 1593, Northing, 686944.72, Easting, 514799.81 Point Number 1594, Northing, 686946.24, Easting, 514799.89 Point Number 1595, Northing, 686959.93, Easting, 514800.85 Point Number 1596, Northing, 686959.65, Easting, 514812.24 Point Number 1597, Northing, 686955.59, Easting, 514982.09 Point Number 1598, Northing, 686943.77, Easting, 515130.69 Point Number 1599, Northing, 686944.66, Easting, 515207.92 Point Number 1600, Northing, 686944.20, Easting, 515227.20 Point Number 1601, Northing, 687340.07, Easting, 515217.49 Point Number 1602, Northing, 687532.21, Easting, 515224.91 Point Number 1603, Northing, 687559.98, Easting, 515098.75 Point Number 1604, Northing, 687630.04, Easting, 514813.71 Point Number 1605, Northing, 687681,50, Easting, 514616.43 Point Number 1606, Northing, 687728.06, Easting, 514394.23 Point Number 1607, Northing, 687726.64, Easting, 514273.81 Point Number 1608, Northing, 687769.63, Easting, 514265.65 Point Number 1609, Northing, 687885.02, Easting, 514265.70 Point Number 1610, Northing, 688011.20, Easting, 514274.26 Point Number 1611, Northing, 688123.38, Easting, 514293.53 Point Number 1612, Northing, 68823324, Easting, 514296.19 Point Number 1613, Northing, 688232.15, Easting, 514346.48 Point Number 1614, Northing, 688222.37, Easting, 514346,46 Point Number 1615, Northing, 688203.29, Easting, 514857.82 372112005- I49569 Ve, 01'-GLAND 0901�2-007 000- - 0 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA6) SHEET 11 OF 30 Point Number 1616, Northing, 688203.09, Easting, 514866.24 Point Number 1617, Northing, 688200.88, Easting, 514954.36 Point Number 1618, Northing, 688199.64, Easting, 515119.76 Point Number 1619, Northing, 688199.20, Easting, 515252.11 Point Number 1620, Northing, 688195.82, Easting, 515436.53 Point Number 1621, Northing, 688195.72, Easting, 515442.29 Point Number 1622, Northing, 688195.61, Easting, 515456.34 Point Number 1623, Northing, 688201.01, Easting, 515583.66 Point Number 1624, Northing, 688200.38, Easting, 515609.53 Point Number 1625, Northing, 688198.35, Easting, 515693.72 Point Number 1626, Northing, 688178.92, Easting, 515799.28 Point Number 1627, Northing, 688201.90, Easting, 515897.42 Point Number 1628, Northing, 688199.75, Easting, 515986.34 Point Number 1629, Northing, 688181.24, Easting, 516053.69 Point Number 1501, Northing, 688154.78, Easting, 516099.69) (POINT OF BEGINNING); Containing 95.35 acres, more or less Subject to easements and restrictions of record. Bearings are based on the south line of Section 9, Township 49 South, Range 29 East, Collier County, Florida, being South 89'42'20" West. T2112a05 149569 Ver. 011 GLAND CAe43 093T2 007 000 0 DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA"B' DELINEATION WITHIN STEWARDSHIP SENDING AREA6) SHEET 12 OF 30 ALSO INCLUDING PARCEL B-3 17C - All that part of Section 5 & 6, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 5, Township 49 South, Range 29 East, Collier County, Florida (Point Number 21, Northing, 696628.53, Easting, 509321.77); Thence South 19'11'15" East 4906.12 feet to the POINT OF BEGINNING (Point Number 1630, Northing, 691995.90, Easting, 510933.88); Thence in straight line segments through the following vertices (Points 1631 through 1746 & 1630 inclusive) Point Number 1631, Northing, 691851.44, Easting, 510945.18 Point Number 1632, Northing, 691755.54, Easting, 510935.48 Point Number 1633, Northing, 691637.06, Easting, 510943.67 Point Number 1634, Northing, 691543,38, Easting, 510997.09 Point Number 1635, Northing, 691490.50, Easting, 511043-90 Point Number 1636, Northing, 691444.09, Easting, 511128.24 Point Number 1637, Northing, 691393.11, Easting, 511249.46 Point Number 1638, Northing, 691377.46, Easting, 511282.37 Point Number 1639, Northing, 691362.31, Easting, 511314.68 Point Number 1640, Northing, 691340.34, Easting, 511342.91 Point Number 1641, Northing, 690944.62, Easting, 511297.98 Point Number 1642, Northing, 690867.02, Easting, 511296.10 Point Number 1643, Northing, 690814.41, Easting, 511331.80 Point Number 1644, Northing, 690715.30, Easting, 511455.56 Point Number 1645, Northing, 690675.96, Easting, 511554.67 Point Number 1646, Northing, 690632.21, Easting, 51 1683.46 Point Number 1647, Northing, 690593.35, Easting, 511760.59 Paint Number 1648, Northing, 690566.62, Easting, 511796.94 Point Number 1649, Northing, 690533.64, Easting, 511834.83 Point Number 1650, Northing, 690530.76, Easting, 511819.75 Point Number 1651, Northing, 690527.05, Easting, 511795.57 Point Number 1652, Northing, 690501.01, Easting, 511795.57 Point Number 1653, Northing, 690482.42, Easting, 511808.59 Point Number 1654, Northing, 690461.04, Easting, 511801.15 Point Number 1655, Northing, 690439.65, Easting, 511793.72 Point Number 1656, Northing, 690430.16, Easting, 511792.45 Point Number 1657, Northing, 690411.76, Easting, 511790.00 T21!2005- 149569 V- 01!- GLANCI CAp43 03312 007 000 0 17C _ DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORICA (OTHER LISTED SPECIES RESTORATION AREA "B° DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 13 OF 30 Point Number 1658, Northing, 690366.78, Easting, 511788.67 Point Number 1659, Northing, 690348.54, Easting, 511788.14 Point Number 1660, Northing, 690263.02, Easting, 511782.56 Point Number 1661, Northing, 690241.85, Easting, 511778.53 Point Number 1662, Northing, 690223.97, Easting, 51 1775.12 Point Number 1663, Northing, 690204.44, Easting, 511772.48 Point Number 1664, Northing, 690155.17, Easting, 511765.83 Point Number 1665, Northing, 690054.14, Easting, 511739.94 Point Number 1666, Northing, 689455.02, Easting, 511701.55 Point Number 1667, Northing, 689234.17, Easting, 511687.40 Point Number 166B, Northing, 689133.86, Easting, 511680.90 Point Number 1669, Northing, 689901.80, Easting, 610453.77 Point Number 1670, Northing, 690808.27, Easting, 509022.73 Point Number 1671, Northing, 691492.31, Easting, 507965.18 Point Number 1672, Northing, 691826.70, Easting, 507419.60 Point Number 1673, Northing, 691890.99, Easting, 507314.70 Point Number 1674, Northing, 692016.89, Easting, 507125.85 Point Number 1675, Northing, 692024.30, Easting, 507132.57 Point Number 1676, Northing, 692059.56, Easting, 507164.50 Point Number 1677, Northing, 692042.56, Easting, 507194.10 Point Number 1678, Northing, 692027.66, Easting, 507236.88 Point Number 1679, Northing, 692061.61, Easting, 507253.32 Point Number 1680, Northing, 692095.71, Easting, 507263.60 Point Number 1681, Northing, 692173.02, Easting, 507296.70 Point Number 1682, Northing, 692265.80, Easting, 507333.47 Point Number 1683, Northing, 692438.41, Easting, 507428.67 Point Number 1684, Northing, 692440.85, Easting, 507456.88 Point Number 1685, Northing, 692430.66, Easting, 507491.15 Point Number 1686, Northing, 692392.04, Easting, 507549.81 Point Number 1687, Northing, 692369.94, Easting, 507583.38 Point Number 1688, Northing, 692344.10, Easting, 507623.23 Point Number 1689, Northing, 692339.85, Easting, 507629.90 Point Number 1690, Northing, 692281.03, Easting, 507738.21 Point Number 1691, Northing, 692272.92, Easting, 507760.80 Point Number 1692, Northing, 692244.23, Easting, 507840,65 Point Number 1693, Northing, 692212.95, Easting, 507842.97 Point Number 1694, Northing, 692169.71, Easting, 507823.23 Point Number 1695, Northing, 692102.33, Easting, 507839.02 Point Number 1696, Northing, 692069.86, Easting, 507839.02 Point Number 1697, Northing, 692046.43, Easting, 507874.16 Point Number 1698, Northing, 692030.34, Easting, 507912.23 Point Number 1699, Northing, 692006.91, Easting, 507945.92 Point Number 1700, Northing, 691990.80, Easting, 507992.76 Point Number 1701, Northing, 691980.54, Easting, 508026.45 Point Number 1702, Northing, 691967.38, Easting, 508055.72 3i2V2008 149569 Vern. oil-GLANQ cA- 03312-007-000— 0 17C -AM DESCRIPTION OF LANCS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 14 OF 30 Point Number 1703, Northing, 691952.73, Easting, 508080.62 Point Number 1704, Northing, 691936.63, Easting, 508098.19 Point Number 1705, Northing, 691917.60, Easting, 508139.18 Point Number 1706, Northing, 691916.13, Easting, 508166.99 Point Number 1707, Northing, 691921.99, Easting, 508200.67 Point Number 1708, Northing, 691935.16, Easting, 508222.65 Point Number 1709, Northing, 691965.40, Easting, 508229.97 Point Number 1710, Northing, 691966.23, Easting, 508231.90 Point Number 1711, Northing, 691996.53, Easting, 508270.24 Point Number 1712, Northing, 692039.68, Easting, 508293.27 Point Number 1713, Northing, 692092.06, Easting, 508322.69 Point Number 1714, Northing, 692116.33, Easting, 508351.63 Point Number 1715, Northing, 692080.58, Easting, 508410.35 Point Number 1716, Northing, 691869.81, Easting, 508721.87 Point Number 1717, Northing, 691776.18, Easting, 508860.34 Point Number 1718, Northing, 691756.18, Easting, 508913.27 Point Number 1719, Northing, 691749.10, Easting, 508947.62 Point Number 1720, Northing, 691760.16, Easting, 509007.28 Point Number 1721, Northing, 691793.88, Easting, 509033.15 Point Number 1722, Northing, 691787.04, Easting, 509058.06 Point Number 1723, Northing, 691763.90, Easting, 509110.93 Point Number 1724, Northing, 691766.05, Easting, 509151.65 Point Number 1725, Northing, 691774.35, Easting, 509195.82 Point Number 1726, Northing, 691804.58, Easting, 509237.25 Point Number 1727, Northing, 691838.32, Easting, 509263.12 Point Number 1728, Northing, 691881.97, Easting, 509267.26 Point Number 1729, Northing, 692021.71, Easting, 509298,80 Point Number 1730, Northing, 692027.43, Easting, 509301.61 Point Number 1731, Northing, 692083.44, Easting, 509328.65 Point Number 1732, Northing, 692132.22, Easting, 509379.96 Point Number 1733, Northing, 692189.92, Easting, 509447.11 Point Number 1734, Northing, 692235.07, Easting, 509517.24 Point Number 1735, Northing, 692283.34, Easting, 509587.24 Point Number 1736, Northing, 692284.12, Easting, 509635.96 Point Number 1737, Northing, 692270.46, Easting, 509741.65 Point Number 1738, Northing, 692245.32, Easting, 509863.51 Point Number 1739, Northing, 692226.02, Easting, 509924.46 Point Number 1740, Northing, 692191.22, Easting, 510034.98 Point Number 1741, Northing, 692180.37, Easting, 510081.76 Point Number 1742, Northing, 692169.06, Easting, 510130.80 Point Number 1743, Northing, 692158.32, Easting, 510177.19 Point Number 1744, Northing, 692164.33, Easting, 510233.02 Point Number 1745, Northing, 692081.01, Easting, 510624.26 Point Number 1746, Northing, 692031.11, Easting, 510852.96 Point Number 1630, Northing, 691995.90, Easting, 510933.68 (POINT OF BEGINNING) WV2005- 149569 Ver- CV GLAND 1, — 05312�007-000- 0 17C Table 1 SSA 6 STEWARDSHIP BASE CREDIT CALCULATION TABLE 0.6 0.3 18.7 0.0 0.0 19.0 5.6 2.0 13.4 7.2 9.3 0.7 2.2 0.8 0.0 0.0 ao 0.7 0.3 2.3 1.4 1.7 0.8 3.2 1529.8 0.0 0.0 1533.0 1494.6 717.4 38.5 27.7 745.1 0.91 7.6 80.4 0.0 0.0 88-01 9.9 5.3 78.2 63.31 68.6 1.0 13.3 1163.5 0.0 0.0 1176.8 1086.3 651.8 90.5 81.5 733.3 1.1 23.7 223.5 0.0 0.0 247.2 27.7 18.3 219.5 217.3 235.6 1.2 5.8 60.2 0.0 0.0 66.0 19.0 13.7 47.0 50.8 64.5 1.3 29.2 262.0 0.0 0.0 291.2 6.1 4.8 285.1 333.6 338.3 1.4 280.8 184.9 0.0 0.0 465.7 6.9 5.8 458.8 578.1 583.9 1.5 136.4 403.7 0.0 0.0 540.1 11.8 10.6 528.3 713.2 723.8 1.6 141.5 112.2 0.0 0.0 253.7 4.0 3.8 249.7 359.5 363.3 1.7 65.6 324.8 0.0 0.0 390.5 20.6 21.0 369.8 565.8 586.9 1.8 562.3 355.5 0.0 0.0 917.9 9.6 10.3 908.3 1471.5 1481.8 1.9 1131.0 42.0 0.0 0.0 1172.9 3.1 3.5 1169.8 2000.4 2003.9 2.0 36.8 74.5 0.0 0.0 111.2 1.4 1.7 109.8 197.61 199A 2.1 259.0 577 0.0 0.0 316.6 1.1 1.4 315.5 596.4 597.7 2.2 1832.2 68.8 0.0 0.01 1901. 1.1 1.5 1899.9 3761.8 3763.3 2.3 70.6 7.5 0.0 0.0 78.1 0.1 0.1 78.0 161.4 161.5 2.4 322.6 10.6 0.0 0.0 333.2 2.3 3.3 330.8 714.6 718.0 2.51 0.0 3.01 0.0 0.0 3.01 0.5 0.8 2.5 5.5 6.4 2.71 2.1 0.91 0.0 0.0 3. 0.3 0A 2.7 6.6 7.1 TOTALS' *4926r2 ` 4984.9 ; 0:0 .. : , 0:0 _' 9a11:1 °7198.4 k=" 11915 4 ',��133 3 3 Sunwra Sub -Totals Lands >1.2t. 4870.0 " 1908:0 0.0 „ 0.0 ., .r 6778.0 68.9 ,, 69.1 6709.1 11466 2 rs': 11535.3 �R111 °R211 `(@40 redits redits' Resfora#iori per (t40 pier>Restorator . Type Acres s cre cre reedits Flow Way 427.6 1710.4 1710.41 3420. Cher Species 619.2 2476.8 2476.8 4953. Wading Bird 24.8 99.2 99.2 198. Totals 1071.6 4286.4 4286.5 8572. Credit Source Credits Base Credits 13393.3 Early Entry Bonus Credits 3559.0 Restoration Credits 8572.9 otal j 25525.2 Fx /, 1�t � , F " 17C iV1 EXHIBIT G RESTORATION PLAN The purpose of this Restoration Plan is to identify the restoration goals, describe the work to be performed, identify the party responsible for performing the work, propose a work schedule, describe success criteria, and describe the level of annual management, maintenance and monitoring in Restoration Areas A, B, and C of BCl/BCP SSA 6. a. Restoration Area A is approximately 575.0 acres in size and is within the Camp Keais Strand FSA and a contiguous HSA as delineated on the RLSA Overlay Map, an exhibit to the GMP- RLSA District Overlay. The restoration improvements will increase the width of the flow way, functionally enhance the flow way's natural hydrologic regime, and control exotic vegetation to improve ecological functions. b. The hydrologic restoration improvements will consist of removing berms to the natural grade of adjacent lands within Restoration Area A (parcel A-1 of SSA 6 Credit Agreement Exhibit E) and design and installation of new culverts under two roadways bisecting the flow -way within Restoration Area A to re-establish the natural flow regime. Grantor will design the culvert system, including the number, location, size and elevation of the culverts. Big Cypress Basin shall determine if the Design is adequate. Once the Design is determined to be adequate, Grantor shall cause the restoration improvements to be made. The restoration improvements shall be completed within one (1) year of the approval of SSA 6. C. County staff will confirm that the berms have been removed and installation of culverts is consistent with the Design. Upon said confirmation by County Staff, success criteria shall be deemed to have been met, and the additional stewardship credits from Restoration Area A shall be available for transfer or utilization by Grantor. d. The land management measures for Area A shall be to annually inspect and clean the culverts as necessary to ensure performance of the culverts as per the Design. e. The ecological improvements to Restoration Area A shall consist of controlling exotic vegetation to levels less than 5% area coverage. Brazilian pepper within 100 feet of road and/or agricultural field edges will be killed and removed. Brazilian pepper more than 100 feet from a road and/or field edge will be killed in place. Within Restoration Area A Parcels A-1 and A-5 (depicted in SSA 6 Credit Agreement Exhibit E), exotic and V 6 r its : 4J 17C nuisance species will be controlled to less than 5% area coverage and native vegetation will be established to a minimum of 80% area coverage. f. Restoration Area B is approximately 619.2 acres in size and is within the Camp Keais Strand FSA and a contiguous HSA. The restoration improvements will restore and manage the lands within Restoration Area B for specific listed species, namely caracara, Sandhill Cranes, burrowing Owls, and panthers. g. The restoration improvements for Area B will consist of maintaining the area for short stature vegetation (12" or less), transplanting cabbage palms (15' minimum height) at a density of 10 trees per 100 acres, performing controlled burns for deer browse -within 300' of forested edges of Restoration Area B once every three years, and creating habitat for burrowing owls as follows. Approximate one -quarter acre mounds at a density of one mound for each 100 acres, shall be created and seeded with bahia grass. The peak of the mounds shall be a minimum of 2' above the seasonal high water elevation. The restoration improvements shall be completed within one (1) year of the approval of SSA 6. h. Within one year after the installation of restoration Area B improvements, County staff will confirm that the habitat for burrowing owls has been completed, that 90% of the transplanted palms have survived, and that the first controlled burns have been performed. Upon said confirmation, success criteria shall be deemed to have been met, and the additional Stewardship Credits from Restoration Area B shall be available for transfer or utilization by Grantor. The land management measures for Area B shall be to maintain a minimum of 5 cabbage palms per 100 acres and to maintain ground cover at 12" or less through mowing as needed and grazing of cattle. Controlled burns will be performed once every three (3) years within 300 feet of forested edges. Restoration Area C is approximately 24.8 acres and is totally within a HSA that is contiguous to the Camp Keais Strand FSA. The restoration improvements will restore degraded wetlands and manage the lands within Restoration Area C for listed species wading birds, including wood storks and egrets and herons, listed by the State of Florida. k. The restoration improvements for Area C will consist of clearing exotic - infested wetlands, contouring the land, and planting with native species in order to create marshes and wet prairies. The list of allowed vegetation and standard cross-section of contouring are attached as Attachments "1" and "2", respectively, which also address the spacing and density issues. 17C The restoration improvements shall be completed within two (2) years of the approval of SSA 6. No sooner than two (2) years after completion of the Area C restoration improvements, County staff shall verify the restored wetland hydroperiod, confirm that the site has wildlife utilization, and that there is 80% coverage by native species. Upon said verification and confirmation, success criteria shall be deemed to have been met, and the additional Stewardship Credits from Restoration Area C shall be available for transfer or utilization by Grantor. M. The land management measure for Area C shall be the control of exotics and nuisance species, so that there is no more than 5% exotics or 10% nuisance species by area coverage in Restoration Area C. n. The estimated annual costs of the land management measures for Restoration Areas A, B, and C is $15,000. Grantor shall procure, at its election, either a bond or letter of credit ("Surety") on an annual basis in favor of the Grantees in an amount equal to 120% of the annual costs of the land management measures. This obligation shall start 30 days after Grantor has received notice from the County that the additional Stewardship Credits from restoration improvements for Restoration Area B are available and the obligation shall end 10 years after the start date, or at such date as a governmental entity or established conservation organization undertakes the land management measures. o. In the event Grantor fails to maintain any of the Restoration Areas according to the land management measures set forth herein, County shall have the right to draw upon the Surety only after 60 days written notice to Grantor with a right to cure. The County shall only be permitted to use the drawn Surety funds for the maintenance of the Restoration Areas in accordance with the land management measures set forth herein. P. Any failure to fulfill obligations or commitments under this Restoration Program shall be a breach of the Stewardship Easement Agreement. q. In the event the Grantor does not provide adequate financial assurance of performance on an annual basis, the County may pursue its rights against the Grantor under the Stewardship Easement for breach thereof. In the event that the Grantor fails to maintain the Restoration Areas pursuant to the land management measures set forth herein, the Grantees, or either of them, may after written notice to the Grantor perform such land management measures and then lien the Restoration Ve, its can.�� 17C Areas for the cost of their maintaining the Restoration Areas pursuant to the land management measures set forth herein, and if necessary then foreclose on such lien which may attach to the Restoration Areas. F:\wpdocs\LIT\GLV\New Town Development\Ave Maria\Lega# Docs\WORD-SSA 6 Restoration Program.doc r 17C EXHIBIT G, ATTACHMENT 1 PLANTING LIST FOR SSA 6 WADING BIRD RESTORATION AREAS The wading bird restoration areas within SSA 6 will be graded to provide a variety of foraging opportunities for wading birds under varying hydrologic conditions. Conceptually, two zones will be created. Zone 1 will re-create wet prairie to shallow marsh environments, with water levels ranging from 0-1 foot under typical weather conditions. Zone 2 will consist of deeper water areas (typically 1-3 feet deep), constructed as interconnected pools to concentrate forage during the dry season. A schematic cross-section of these zones is provided as Attachment 2. A list of native plant species suitable for the wading bird restoration areas is provided below. The species actually planted for restoration will depend upon the documented hydroperiod of each area and the availability of plant stock. The list below is not intended to be all-inclusive, and the applicant will determine actual plantings based upon consultation with Collier County Natural resources and/or Environmental Service staff. Planting List — Zone 1 fwater depths typically 0-1 foot) Water hyssop morinieri) Ludwigia (Ludwig! reoens) Maidencone Ponicum hernitomon) Soft Rush Juncus effusus) Golden Canna Canna flaccida) Sand Cordgrass S artina bakerrii) 5womp Lily Crinum ❑meHicanum) Smartweed (Polynonum spp ) Lizard's Tail (Saururus cemuus) Spider I ily (ymenccall' oalmerl) Gulf Muhly (Muhlenbergi capillarf Beakrush (Rhyncospor❑ sap.) St. John's —wart (Hypg6cum i512 R) Planting List — Zone 2 (water depths typically 1-3 feet) Giant Bulrush Stir us colifOrnicus) Pickerelweed Pontederia cordato) Common Arrowhead Sa ittaria lancifolia) S[awgross Cladiurn jamoicense) f A 4 TYPICAL_ DRAW DOWN PONDS FOR WADING BIRD FORAGING SCHOMATIC SECTION N.T.S. ® EXCAVATION TO CREATE WADING BIRD FORAGING POOL. GRADE SSA6 WADING BIRD RESTORATION AREA PLANTING LIST* ZONE 1 SPECIES: From natural grade to 1.0' below ZONE 2 SPECIES: 1.0' to 3.0 below natural grade. natural qrade. Water hyssop (Baco,Qg monnieri) Ludwigia wi i repen) Maidencane (Panicum hemitomon) Soft Rush (Juncus effusus) Golden Canna Canna flaccida) Sand Cordgrass S artina bakerrii) Swamp Lily Crinum americanum) Smartweed (Polyoonum spp.) Lizard's Tail Soururus cernuus) Spider Lily (Hymenocollis ap Imeri) Gulf Muhly (Muhlenberaia coiID labs) Beakrush (Rhyncospora au—) St. John's —wort (Hypericum sop.) Giant Bulrush 5 it us californicus) Pickerelweed (Pontedgriq �r gtg) Common Arrowhead (agaittariq Ion if i ) Sawgrass Clodium iamoicense) * Planted species may deviate from those listed depending upon site conditions and availability of stock. Wetland Plantings in Wading Bird Restoration Areas The wading bird restoration areas totaling 24.8 acres will be planted using species chosen from the list provided above. Herbaceous species will be planted in clumps on staggered 3—foot centers. Alf herbaceous material will be minimum 1 gallon pot stock or bare —root stock. The wading bird foroging areas shall be planted with at least five different species, and no single species shall amount for more than 50% of the total coverage. FOR SSA APPLICATION ONLY -- NOT FOR CONSTRUCTION PROJECT SSA 6 APPLICANT: ec1_8CP Exhibit G, Attachment 2 WI Miller FIA. REG # ccuNrv: "TINE 2005 Planners . Engineers • Ecologists • Survoyors • Landscape Architects • Transportation Consultants SEC: TWP: RGe: REV NO! WifsonNiler, Inc. PRGJECT No. FILE No: Napies • Fort Myers • Sarasota • Bradenton • Tampa N A pRwk BY/EMP NO. SHEET NO: 3200 Bailey Lane, Suite 200 • Naples, Florida 34i05 8507 • Phane 341-649-4040 • Fax 94f-643-5716 • Web -Site www wil.lonmil;er.com V.J.P./1 11 1 of 1 Jun — 1 4: V ca a er esources a nsan tewor s ip of ier o ounty A 5 asement Agreemen xhibit _ ke c .dwg L15 m� M C. �� This Instrument Prepared by: George L. Varnadoe, Esq. Cheffy, Passidomo, Wilson & Johnson 821 Fifth Avenue South, Suite 201 Naples, Florida 34102 17C STEWARDSHIP EASEMENT AGREEMENT Tract: BCIIBCP SSA 6 THIS STEWARDSHIP EASEMENT is granted this 141h day of June, 2005, by Barron Collier Investments, Ltd., a Florida Limited partnership and Barron Collier Partnership, a Florida General Partnership, whose address is 2600 Golden Gate Parkway, Naples, Florida 34105, hereinafter collectively called "Grantor", to Collier County, a political subdivision of the State of Florida, and Florida Department of Agriculture and Consumer Affairs, hereinafter collectively called the "Grantees". RECITALS A. Grantor is the owner of approximately 9911.1 acres of land situated in Collier County, Florida, and more specifically described in Exhibit "A" attached hereto and incorporated herein by reference (hereinafter "Property" or "BCIIBCP SSA 6"). B. Grantor and Collier County entered into a Stewardship Sending Area Credit Agreement ("SSA Agreement") dated June 14, 2005, which designated the Property "BCIIBCP Stewardship Sending Area 6 (`BCIIBCP SSA 6). This 9911.1 acre parcel, as legally described in Exhibit "A", has been designated as a "Stewardship Sending Area" ("SSA") in accordance with Section 4.08.06 of the Collier County Land Development Code ("LDC"). The Property is depicted on Exhibit "B". C. The SSA Agreement and Section 4.08.06 C.8. of the LDC require Grantor to provide a perpetual Stewardship Easement identifying the Page 1 of 14 OR; 3903 PG; IL707 specific land management measures for BCl/BCP SSA 6 a t e Crty responsible for such measures. D. In exchange for the designation of the Property as SSA, the County has granted and assigned to Grantor twenty-five thousand five hundred twenty-five and two tenths (25,525.2) Stewardship Credits which will allow Grantor to entitle three thousand one hundred ninety and seven tenths (3,190.7 acres) for development within the Rural Lands Stewardship Area District. E. The purposes of this Stewardship Easement are (1) to designate the allowed uses of the Property consistent with the terms of the SSA Agreement, (2) to identify specific land management measures and the party responsible, (3) to provide for the enforcement of the Stewardship Easement; and (4) in the areas to be restored by Grantor, to provide the restoration improvements and success criteria. NOW THEREFORE, in consideration of the designation of the Property as Stewardship Sending area, together with other good and valuable consideration, the adequacy and receipt of which are hereby acknowledged, Grantor hereby grants, creates, conveys and establishes a perpetual nonexclusive Stewardship Easement for and in favor of the Grantees upon the property described in Exhibit "A", which shall run with the land and be binding upon the Grantor, its successors and assigns and shall remain in full force and effect forever. It is agreed as follows: 1. The recitals and exhibits are incorporated by reference as if repeated verbatim herein. 2. Exhibit "C depicts and Exhibit °D" describes the two thousand seven hundred twelve and seven tenths (2,712.7) acres within BCUBCP SSA 6, where four (4) Land Use Layers are hereby eliminated and the Property is henceforth prohibited from being utilized for the following land uses, as defined in Section 4.08.06 B.4. of the LDC: a. Residential Land Uses, also described in Land Use Layer 1. Page 2 of 14 OR; 3903 PO; L708 17C b. General Conditional Uses, also described as Land Use layer C. Earth Mining and Processing Uses, also described as Land Use layer 3. d. Recreational Uses, also described as Land Use Layer 4. 3. Exhibit "C" also depicts the seven thousand one hundred ninety- eight and four tenths (7,198.4) acres within BCl/BCP SSA 6 where the following six (6) Land Use Layers are eliminated and the Property is henceforth prohibited from being utilized for the following land uses, as defined in Section 4.08.06 B.4. of the LDC: a. Residential Land Uses, also described as Land Use Layer 1. b. General Conditional Uses, also described as Land Use Layer 2. C. Earth Mining and Processing Uses, also described as Land Use Layer 3. d. Recreational Uses, also described as Land Use layer 4. e. Agriculture - Group 1, also described as Land Use Layer 5. f. Agriculture - Support Uses, also described as Land Use layer 6. 4. Grantor reserves all rights as Grantor of the Property, including the right to engage in uses of the Property that are not inconsistent with the SSA Agreement or the intent and purposes of this Stewardship Easement. Grantor may use BCIIBCP SSA 6 only for the land uses set forth in this paragraph: a. Conservation, Restoration, and Natural Resources Uses are allowed on all of the Property, including the specifics thereof set forth in Section 4.08.06 B.4.b. of the LDC. b. These lands in BCl/BCP SSA 6 land depicted on Exhibit "C" as having had the first six (6) Land Use Layers eliminated, may also be used for Agriculture - Group 2 (Land Use Layer 7) as defined in Section 4.08.06 B.4 of the LDC. Agriculture - Group 2 uses cannot be converted to Agriculture - Group 1 from and after the designation of such lands as a SSA. Page 3 of 14 w OR: 3903 PG: 2709 17C C. Those lands in BCl/BCP SSA 6 depicted on Exhibit "C" and described on Exhibit "D" as having the first four (4) Land Use Layers eliminated, may also be used for Agriculture - Group 1 (Land Use Layer 5); Agriculture - Support Uses (Land Use Layer 6); and Agriculture - Group 2 (Land Use Layer 7). Those land uses are permitted to continue, and may convert from one type of Agriculture to another. d. Grantor retains the right to construct and maintain farm and ranch roads to access its lands within the Property for the purposes retained herein. e. Grantor retains the right to engage in traditional activities on the Property, such as, but not limited to hiking, hunting, nature observatory and other eco-observation excursions, and other such occasional non-destructive activities. 5. The Grantees shall have the right to enjoin any activity on or use of the Property that is inconsistent with this Stewardship Easement and to enforce the restoration of such areas or features of the Property that may be altered by any inconsistent activity or use. 6. The following land management measures shall be undertaken as to BCl/BCP SSA 6 and the Grantor of the fee title to the Property shall be the party responsible for such measures: a. On those lands within BCl/BCP SSA 6 on which Agriculture - Group 2 uses are the only remaining agricultural uses, land management measures will be those customarily utilized in ranching operations in Southwest Florida. These customary measures may include prescribed burning, mechanical brush control ("Chopping") and other exotic and nuisance species control, fence construction and maintenance, selective thinning of trees, and ditch and ranch road maintenance. In addition, for those areas to be designated for restoration and to be restored by Grantor, additional land management measures will be required. The areas designated for Page 4 of 14 OR: 3903 PG; 2710 17C 0 -MR ri EJ 10. restorations which are to be restored by Grantor are referred to as Restoration Areas A, B, and C respectively and depicted on Exhibit "E" and described in Exhibit "F." The additional land management measures which are required after restoration improvements are set forth in the Restoration Program described in Exhibit "G" hereof. At the expiration of all additional land management measures required in Restoration Areas A, B, and C, land management measures as described for all other areas under this subparagraph shall be employed. b. On those lands within BCIIBCP SSA 6 on which Agriculture - Group 1 uses are retained, the measures listed in 6.a. above, may be utilized. In addition, the following measures may be utilized: disking; planting; irrigation and ditches, dikes, and pumping construction and maintenance; fertilizer, disease, and insect control application; mowing and other exotic and nuisance species measures; farm road construction and maintenance; and other practices customarily associated with farming vegetables or citrus in Southwest Florida. The required restoration improvements, success criteria, land management measures and other commitments of Grantor in respect to Restoration Areas A, B, and C are contained in the Restoration Program. Grantees shall not be responsible for any costs or liabilities related to the operation of or land management measures for the Property. Grantor shall pay any and all real property taxes and assessments levied by competent authority on the Property. References to the LDC are to those provisions of Section 4.08.06 of the Collier County Land Development Code in existence as of the date of this Stewardship Easement Agreement and those LDC provisions shall control as to all rights, obligations, implementation, entitlements, land uses eliminated and permitted, and interpretations, requirements, or issues relating thereto, notwithstanding any future amendments thereto. Page 5 of 14 OR; 3903 PG; 2711 17C 11. Enforcement of the terms and provisions of the Stewardship Easement shall be at the reasonable discretion of Grantees, and any forbearance on behalf of Grantees to exercise its rights hereunder in the event of any breach hereof by Grantors, shall not be deemed or construed to be a waiver of Grantees' rights hereunder. All costs and reasonable attorneys' fees incurred in enforcing, judicially or otherwise, the terms and restrictions of this Stewardship Easement shall be borne by and recoverable against the non -prevailing party in such proceedings. 12. Grantees will hold this Stewardship Easement for the purposes set forth herein and to ensure compliance with the terms hereof. Grantees will not assign their rights and obligations under this Stewardship Easement except to another organization qualified to hold such interests under the applicable state laws. 13. If any provision of this Stewardship Easement or the application thereof to any person or circumstances is found to be invalid, the remainder of the provisions of this Stewardship Easement shall not be affected thereby, so long as the purpose of the Stewardship Easement is preserved. 14. All notices, consents, approvals or other communications hereunder shall be in writing and shall be deemed properly given if sent by United States certified mail, return receipt requested, addressed to the appropriate party or successor -in -interest. 15. This Stewardship Easement may be amended, altered, released or revoked only by written agreement of both Grantor and Grantees, which shall be filed in the Public Records of Collier County. TO HAVE AND TO HOLD unto grantees, their successors and assigns forever. These covenants, terms, conditions, restrictions and purposes imposed with this Stewardship Easement shall not only be binding upon Grantor, but also its successors and assigns, and shall continue as a servitude running in perpetuity with the Property. Page 6 of 14 OR: 3903 PG; 2712 17C 0 Grantor hereby covenants with Grantees that Grantor is lawfully seized of the Property in fee simple; that the Property is free and clear of all encumbrances; that Grantor has good right and lawful authority to convey this Stewardship Easement; and that Grantor hereby fully warrants title to the Stewardship Easement hereby conveyed and will defend same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the Grantors have hereunto set their hand and seal the - day of le-, "I'L 2005. Page 7 of 14 OR: 3903 PG, 2713 17 BARRON COLLIER INVESTMENTS, LTD., A Florida Im(mity Part rship By: Paul J. Marinelli Administrative Agent WITNESS 1: (Signature) � S dlj mm'-J4�� (Print full name) WITNESS 2: (+gture) Za�e� M. G(�dh (Print full name) STATE OF FLORIDA COUNTY OF COLLIER ek The foregoing Stewardship Easement Agreement was executed before me this �d day of \-- -2005, by PAUL J. MARINELLI, as Administrative Agent of BARRON COLLIER INVESTMENTS, LTD. G t'��L Notary Public CJIROI.YN a slow .: MY COMMISL 215664 Name: CAROLYN A. SHAW WIRES: S5,2007Brded7"'"Certificate No. My Commission expires: Page 8 of 14 OR: 3903 DG: 1714 17C BARRON COLLIER INVESTMEN A Florida Ornited Partnership,, 13 WITNESS 1: 444"� A4tu (Signature) 1;4)5t�+d (Print full name) WITNESS 2: 4(Siature) l a (�r lW . U16" (Print full name) STATE OF FLORIDA COUNTY OF COLLIER Katherine G. SproulI'amentary Trustee Juliet C. Sproul Tes Trust, A General Partner The foregoing Stewardship Easement Agreement was executed before me this aoZ� day of , 2005, by KATHERINE G. SPROUL, as Trustee for the Juliet C. Sproul Testamentary Trust, a General Partner of BARRON COLLIER INVESTMENTS, LTD. CAROLYN k SHAW r MY COMMISSION # DD 215664 EXPIRES. September 25, 2W7 BomW T ru they RM unaewhom Notary Public Name. CAROLYN A. SHAW Certificate No. 7® )/.r66V My Commission expires: 4 - ` s_a 7 Page 9 of 14 OR; 3903 PG; 271*5 17C BARRON COLLIER PARTNERSHIP, A Florida ene I Pa nership By: Paul J. Marinelli Administrative Agent WITNESS 1: XL�� A44L'-�6 (Signature) 'S'(1 S'41J 111A- l2o (Print full name) WI NESS 2: (Sig ature) Z4 VCR IV. (Print full name) STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Easement Agreement was executed before me this "26d. day of — "" 2005, by PAUL J. MARINELLI, as Administrative Agent of BARRON COLLIER PARTNERSHIP G1R0l.YN A. SlfAW ,.: MY CAMMISSION # OD 215664 EXPIRES: September 25, 2007 Banded nvU NQWy Pubk Unde�rifere Notary Public Name: CAROLYN A. g'�� Certificate No. D D a I s&�(� My Commission expires: � _a 5 -° 7 Page 10of14 OR, 390 3 PG: 2716 17C BARRON COLLIER PARTNERSHIP, A Florida General Partnership l' `Katherine G. Sproul, Tfustee Juliet C. Sproul Testa entary Trust, A General Partner WITNESS 1: (Signature) ' " Sp-kj lj& (Print full name) WITNESS 2: ature) Li 51'ea� & (Print full name) STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Easement Agreement was executed before me this 164 day of �`�- , 2005, by KATHERINE G. SPROUL, as Trustee for the Juliet C. Sproul Testamentary Trust, a General Partner of BARRON COLLIER PARTNERSHIP. Notary Public Name: CAROLYN A. S]HAW CMMYN A. SHAW Certificate No. .� MYCOMMlSSIONMDD215664 % M Commission expires: 9AhS S�tper 25 2 RP ondedNk Page 11 of 14 OR: 3903 PG; 1717 GRANTEES' ACCEPTANCE OF STEWARDSHIP EASEMENT NESS 1: ign re) 4(Pr�name) WITNESS 2: (Sig re) (Print full name) STATE OF FLORIDA COUNTY OF •CCC)ti FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER AFFAIRS r The foregoing Stewardship Easement Agreement was executed be ore me this day �y7,,f C� �r4,0?, rrJ'�%.j the Florida Department of Agriculture and of Consumer Affairs. Karen A. Meye Comm scion # D346679 �= 'Expires October 20, 2008 lOnNa Tmy fih • inwnnce, Inc. 1069164019 Notary ublic Name ` Certificate o. ;�i 'C� ) My Commission Expires d Page 12 of 14 OR; 3903 PG: 2718 ATTEST: DWIGHT E. BROCK, CLERK BAi A 60 t Clerk Attest as toI a i ra� y signatu�#.•,OgIy: Approir044 'tQ,:#oYrr nd q al suffi�iEri,.. �A Patrick G. VWRe Assistant County Attorney 17C BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA By: FRED W. COYLE HA MAN F:lwpdocs\LIT1GLV\New Town DevelopmentlAve Maria\Legal Docs1WORD-SSA 6 Easement Agmt.doc Page 13 of 14 OR. 3903 PG, 2719 LIST OF EXHIBITS BCIIBCP Stewardship Sending Area 6 Stewardship Easement Agreement Exhibit "A" SSA 6 Land Legal Description Exhibit "B" BCIIBCP SSA 6 (9911.09 acre parcel) depicted on Map of SSA Land Exhibit "C" Remaining Land Uses Exhibit "D" Legal Description of SSA 6 Remaining Land Uses (AG-1 / AG-2) Exhibit "E" Restoration Areas Exhibit "F" Legal Description of SSA 6 Restoration Areas Exhibit "G" SSA 6 Restoration Plan Page 14 of 14 OR; 3903 PG; 2720 1? DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 15 OF 30 Containing 143.36 acres, more or less Subject to easements and restrictions of record. Bearings are based on the north line of Section 6, Township 49 South, Range 29 East, Collier County, Florida, being North 86°57'52" East. LESS & EXCEPT FROM PARCEL B-3 THE FOLLOWING PARCEL PARCEL B-3-1 All that part of Section 5 & 6, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 5, Township 49 South, Range 29 East, Collier County, Florida (Point Number 21, Northing, 696628.53, Easting, 509321.77); Thence South 19'11'15" East 4905.12 feet to a point (Point Number 1630, Northing, 691995.90, Easting, 510933.88); Thence in straight line segments through the following vertices (Points 1631 through 1664 & 1747 inclusive) Point Number 1630,Northing, 691995.90, Easting, 510933.88 Point Number 1631,Northing, 691851.44, Easting, 510945.18 Point Number 1632,Northing, 691755.54, Easting, 510935.48 Point Number 1633,Northing, 691637.06, Easting, 510943.67 Point Number 1634,Northing, 691543.38, Easting, 510997.09 Point Number 1635,Northing, 691490.50, Easting, 511043.90 Point Number 1636,Northing, 691444.09, Easting, 511128.24 Point Number 1637,Northing, 691393.11, Easting, 511249,46 Point Number 1638,Northing, 691377.46, Easting, 511282.37 Point Number 1639,Northing, 691362.31, Easting, 511314.68 Point Number 1640,Northing, 691340.34, Easting, 511342.91 Point Number 1641,Northing, 690944.62, Easting, 511297.98 Point Number 1642,Northing, 690867.02, Easting, 511296.10 Point Number 1643,Northing, 690814.41, Easting, 511331.80 Point Number 1644,Northing, 690715.30, Easting, 511455.56 Point Number 1645,Northing, 690675.96, Easting, 511554.67 Point Number 1646,Northing, 690632.21, Easting, 511683.46 Point Number 1647,Northing, 690593.35, Easting, 511760.59 Point Number 1648,Northing, 690566,62, Easting, 511796.94 Point Number 1649,Northing, 690533,64, Easting, 511834.83 Point Number 1650,Northing, 690530,76, Easting, 51 1819.75 Point Number 1651,Northing, 690527.05, Easting, 511795.57 X21 r2005-149569 Ver. 011-GLANC :-3 0331 2-007 000 - 0 OR; 3903 PG; 2721 17C DFSCRIPTICN OF LANDS LYING WITH[N SECTIONS 2 -3 & 5-9. TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA"B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 16 OF 30 Point Number 1652,Northing, 690501.01, Easting, 511795.57 Point Number 1653,Northing, 690482.42, Easting, 511808.59 Point Number 1654,Northing, 690461.04, Easting, 511801.15 Point Number 1655,Northing, 690439.65, Easting, 511793.72 Point Number 1656,Northing, 690430.16, Easting, 511792,45 Point Number 1657,Northing, 690411.76, Easting, 511790.00 Point Number 1658,Northing, 690366.78, Easting, 511788.67 Point Number 1659,Northing, 690348.54, Easting, 511788.14 Point Number 1660,Northing, 690263.02, Easting, 511782.56 Point Number 1661,Northing, 690241.85, Easting, 511778.53 Point Number 1662,Northing, 690223.97, Easting, 511775.12 Point Number 1663,Northing, 690204.44, Easting, 511772.48 Point Number 1664,Northing, 690155.17, Easting, 511765.83 Point Number 1747,Northing, 690124.82, Easting, 511589.39 (POINT OF BEGINNING) Thence in straight line segments through the following vertices (Points 1748 through 1816 & 1747 inclusive) Point Number 1748,Northing, 690064.81, Easting, 511566.77 Point Number 1749,Northing, 690037.88, Easting, 511550.31 Point Number 1750,Northing, 690022.74, Easting, 511530.42 Point Number 1751,Northing, 690020.36, Easting, 511467.70 Point Number 1752,Northing, 689989.92, Easting, 511435.52 Point Number 1753,Northing, 689980.27, Easting, 511349.20 Point Number 1754,Northing, 689977.52, Easting, 511302.08 Point Number 1755,Northing, 689950.76, Easting, 511278.01 Point Number 1756,Northing, 689939.99, Easting, 511238.50 Point Number 1757,Northing, 689972.71, Easting, 511176.63 Point Number 1758,Northing, 690000.87, Easting, 511141.97 Point Number 1759,Northing, 690009.69, Easting, 511099.24 Point Number 1760,Northing, 689987.35, Easting, 511055.55 Point Number 1761,Northing, 689984.31, Easting, 511020.14 Point Number 1762,Northing, 689973.25, Easting, 510992.54 Point Number 1763,Northing, 689954.84, Easting, 510945.04 Point Number 1764,Northing, 689978.92, Easting, 510918.31 Point Number 1765,Northing, 690018.63, Easting, 510891.73 Point Number 1766,Northing, 690034.79, Easting, 510868,70 Point Number 1767,Northing, 690031.80, Easting, 510829.39 Point Number 1768,Northing, 690040.66, Easting, 510786.45 Point Number 1769,Northing, 690076.88, Easting, 510740.48 Point Number 1770,Northing, 690093,53, Easting, 510697.73 Point Number 1771,Northing, 690114.20, Easting, 510651.19 Point Number 1772,Northing, 690146.44, Easting, 510608.82 Point Number 1773,Northing, 690178.21, Easting, 510586.15 Point Number 1774,Northing, 690209.12, Easting, 510586.92 3121!2G05- 149569 V., 01!- GLAND CA- n3312-00 060 0 OR; 3903 PG: 2722 -r • 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "6" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 17 OF 30 Point Number 1775,Northing, 690227,38, Easting, 510532.15 Point Number 1776,Northing, 690245.75, Easting, 510482.29 Point Number 1777,Northing, 690256.24, Easting, 510435.06 Point Number 1778,Northing, 690240.50, Easting, 510382.57 Point Number 1779,Northing, 690224.75, Easting, 510369.45 Point Number 1780,Northing, 690190.64, Easting, 510353.71 Point Number 1781,Northing, 690159.15, Easting, 510351.08 Point Number 1782,Northing, 690118.80, Easting, 510345.11 Point Number 1783,Northing, 690137.91, Easting, 510314.80 Point Number 1784,Northing, 690174.80, Easting, 510241.31 Point Number 1785,Northing, 690191.53, Easting, 510194.67 Point Number 1786,Northing, 690201.74, Easting, 510173.12 Point Number 1787,Northing, 690207.98, Easting, 510159.93 Point !Number 1788,Northing, 690239.75, Easting, 510137.07 Point Number 1789,Northing, 690253.02, Easting, 510124.45 Point Number 1790,Northing, 690271.76, Easting, 510106.62 Point Number 1791,Northing, 690300.73, Easting, 510065.19 Point Number 1792,Northing, 690312.16, Easting, 510048.84 Point Number 1793,Northing, 690348.72, Easting, 509990.96 Point Number 1794,Northing, 690365.49, Easting, 509974.87 Point Number 1795,Northing, 690384.66, Easting, 509956.49 Point Number 1796,Northing, 690425.39, Easting, 509886.99 Point Number 1797,Northing, 690436.16, Easting, 509860.76 Point Number 1798,Northing, 690446.11, Easting, 509836.55 Point Number 1799,Northing, 690504.81, Easting, 509787.84 Point Number 1800,Northing, 690522,38, Easting, 509829.76 Point Number 1801,Northing, 690555.41, Easting, 509883.98 Point Number 1802,Northing, 690602.51, Easting, 509998.54 Point Number 1803,Northing, 690627.15, Easting, 510051.12 Point Number 1804,Northing, 690648.68, Easting, 510077.54 Point Number 1805,Northing, 690658.89, Easting, 510114.96 Point Number 1806,Northing, 690672.33, Easting, 510170.98 Point Number 1807,Northing, 690689.46, Easting, 510226.87 Point Number 1808,Northing, 690688.28, Easting, 510275.12 Point Number 1809,Northing, 690687.04, Easting, 510327.08 Point Number 1810,Northing, 690715.27, Easting, 510383.44 Point Number 1811,Northing, 690702.93, Easting, 510435.13 Point Number 1812,Northing, 690679.17, Easting, 510501.33 Point Number 1813,Northing, 690669.29, Easting, 510524.31 Point Number 1814,Northing, 690592.97, Easting, 510703.26 Point Number 1815,Northing, 690390.99, Easting, 511106.43 Point Number 1816,Northing, 690213.11, Easting, 511432.30 Point Number 1747,Northing, 690124.82, Easting, 511589.39 (POINT OF BEGINNING) Containing 15.38 acres, more or less &2tr2G05 149569 Ver 011 GLAND 03312-007-000--0 OR; 3903 PG; 27123 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "6" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 18 OF 30 Subject to easements and restrictions of record. Bearings are based on the north line of Section 6, Florida, being North 86057'52" East. ALSO INCLUDING Township 49 South, Range 29 East, Collier County, PARCEL B-4 NET ACREAGE: B-3 ACREAGE 143.36 B 3-1 ACREAGE —15.38 B-3 NET ACREAGE 127,98 All that part of Section 7 & 8, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southeast corner of Section 8, Township 49 South, Range 29 East, Collier County, Florida (Point Number 7, Northing, 682906.81, Easting, 516078.94); Thence along the south line of said Section 8 South 89°52'06" West 1975.27 feet to the POINT OF BEGINNING (Point Number 1817, Northing, 682902.27, Easting, 514103.67) Thence continue along the south line of said Section 8 South 89052'06" West 1947.93 feet to a point (Point Number 1818, Northing, 682897.80, Easting, 512155.75) Thence leaving said south line in straight line segments through the following vertices (Points 1819 through 2035 & 1817 inclusive) Point Number 1819, Northing, 682920.51, Easting, 512156.30 Point Number 1820, Northing, 683435,04, Easting, 512143.90 Point Number 1821, Northing, 683714.41, Easting, 512119.58 Point Number 1822, Northing, 683718.17, Easting, 512091 .70 Point Number 1823, Northing, 683720.20, Easting, 512007.82 Point Number 1824, Northing, 683721.77, Easting, 51 1942.57 Point Number 1825, Northing, 683702.84, Easting, 511864.20 Point Number 1826, Northing, 683705.66, Easting, 511839.60 Point Number 1827, Northing, 683697,28, Easting, 511802.09 Point Number 1828, Northing, 683670.09, Easting, 511773.46 Point Number 1829, Northing, 683618.36, Easting, 511734.90 Point Number 1830, Northing, 683565.42, Easting, 511746.06 Point Number 1831, Northing, 683522.16, Easting, 511741.89 Point Number 1832, Northing, 683482.21, Easting, 511728.49 Point Number 1833, Northing, 683456.72, Easting, 511722.16 Point Number 1834, Northing, 683357.52, Easting, 511481.26 Point Number 1835, Northing, 683322.45, Easting, 511366.50 3721i200S- 149569 Ver. 01'-GLAND 'A-, 03312 007 000 U OR. 3103 PG, 2711.4 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9. TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA {OTHER LISTED SPECIES RESTORATION AREA"B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 61 SHEET 19 OF 30 Point Number 1836, Northing, 683330.12, Easting, 511309.74 Point Number 1837, Northing, 683343.34, Easting, 511284.75 Point Number 1838, Northing, 683450.85, Easting, 511271.54 Point Number 1839, Northing, 683731.60, Easting, 511265.69 Point Number 1840, Northing, 683785.54, Easting, 511251.17 Point Number 1841, Northing, 683795.30, Easting, 511238.75 Point Number 1842, Northing, 683808.82, Easting, 511210.88 Point Number 1843, Northing, 683805.44, Easting, 511210.53 Paint Number 1844, Northing, 683802.11, Easting, 511087.04 Point Number 1845, Northing, 683811.12, Easting, 510843.65 Point Number 1846, Northing, 683805.45, Easting, 510555.60 Point Number 1847, Northing, 683800.76, Easting, 510226.44 Point Number 1848, Northing, 683805.74, Easting, 510150.63 Point Number 1849, Northing, 683799.97, Easting, 510128.34 Point Number 1850, Northing, 683768.62, Easting, 510121.25 Point Number 1851, Northing, 683721.58, Easting, 510110.62 Point Number 1852, Northing, 683684.61, Easting, 510074.92 Point Number 1853, Northing, 683663.39, Easting, 510039.61 Point Number 1854, Northing, 683652.00, Easting, 509988.71 Point Number 1855, Northing, 683644.22, Easting, 509918.91 Point Number 1856, Northing, 683643.07, Easting, 509883.65 Point Number 1857, Northing, 683640.59, Easting, 509808.09 Point Number 1858, Northing, 683634.25, Easting, 509678.22 Point Number 1859, Northing, 683625.38, Easting, 509568.12 Point Number 1860, Northing, 683657.99, Easting, 509565.23 Paint Number 1861, Northing, 683657.80, Easting, 509564,26 Point Number 1862, Northing, 683662.43, Easting, 509555.51 Point Number 1863, Northing, 683658.52, Easting, 509501.20 Point Number 1864, Northing, 683655.34, Easting, 509457.25 Point Number 1865, Northing, 683650.41, Easting, 509400.17 Point Number 1866, Northing, 683653.24, Easting, 509283.19 Point Number 1867, Northing, 683653.49, Easting, 509244.95 Point Number 1868, Northing, 683654.49, Easting, 509099.71 Point Number 1869, Northing, 683645.01, Easting, 508969.75 Point Number 1870, Northing, 683635.15, Easting, 508855.62 Point Number 1871, Northing, 683654.02, Easting, 508726.36 Point Number 1872, Northing, 683646.70, Easting, 508637.59 Point Number 1873, Northing, 683688.12, Easting, 508619.62 Point Number 1874, Northing, 683741.77, Easting, 508617.75 Point Number 1875, Northing, 683934.58, Easting, 508597.11 Point Number 1876, Northing, 684095.13, Easting, 508607.33 Point Number 1877, Northing, 684108.98, Easting, 508597.41 Point Number 1878, Northing, 684120.81, Easting, 508588.97 Point Number 1879, Northing, 684154.83, Easting, 508493.82 Point Number 1880, Northing, 684156,23, Easting, 508494.15 W112005 149569 Ver_ OV 3LAND f,A— D3312 007-000- 0 OR: 3903 PG: 2.795 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9. TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA 'B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 20 OF 30 Point Number 1881, Northing, 684219.76, Easting, 508391.19 Point Number 1882, Northing, 684268.32, Easting, 508313.09 Point Number 1883, Northing, 684283.46, Easting, 508281.02 Point Number 1884, Northing, 684313.81, Easting, 508213.29 Point Number 1885, Northing, 684311.94, Easting, 508210.93 Point Number 1886, Northing, 684368,31, Easting, 508129.87 Point Number 1887, Northing, 684414.56, Easting, 508042.40 Point Number 1888, Northing, 684463.73, Easting, 507964.49 Point Number 1889, Northing, 684512.77, Easting, 507892.91 Point Number 1890, Northing, 684555.39, Easting, 507824.34 Point Number 1891, Northing, 684591.04, Easting, 507784.08 Point Number 1892, Northing, 684627.15, Easting, 507724.84 Point Number 1893, Northing, 684656.27, Easting, 507693.90 Point Number 1894, Northing, 684714.51, Easting, 507632.03 Point Number 1895, Northing, 684762.69, Easting, 507595.23 Point Number 1896, Northing, 684813.95, Easting, 507561.67 Point Number 1897, Northing, 684833.53, Easting, 507533.66 Point Number 1898, Northing, 684856.36, Easting, 507502.59 Point Number 1899, Northing, 684856.12, Easting, 507499.15 Point Number 1900, Northing, 684908.14, Easting, 507446.89 Point Number 1901, Northing, 684930.96, Easting, 507415.80 Point Number 1902, Northing, 684960.38, Easting, 507372.22 Point !Number 1903, Northing, 685012.84, Easting, 507284.16 Point Number 1904, Northing, 685122.56, Easting, 507285.17 Point Number 1905, Northing, 685131.13, Easting, 507227.72 Point Number 1906, Northing, 685136.28, Easting, 507162.99 Point Number 1907, Northing, 685131.44, Easting, 507075.86 Point Number 1908, Northing, 685140.16, Easting, 507048.67 Point Number 1909, Northing, 685144.25, Easting, 507018.37 Point Number 1910, Northing, 685152.53, Easting, 506954.38 Point Number 1911, Northing, 685160.80, Easting, 506890.39 Point Number 1912, Northing, 685162.10, Easting, 506836.37 Point Number 1913, Northing, 685171.51, Easting, 506725.12 Point Number 1914, Northing, 685172.98, Easting, 506664.35 Point Number 1915, Northing, 685197.58, Easting, 506621 .02 Point Number 1916, Northing, 685231.14, Easting, 506625.21 Point Number 1917, Northing, 685274.88, Easting, 506626.27 Point Number 1918, Northing, 685328.39, Easting, 506641-08 Point Number 1919, Northing, 685368.52, Easting, 506652.19 Point Number 1920, Northing, 685448.70, Easting, 506677.78 Paint Number 1921, Northing, 685512.21, Easting, 506696.21 Point Number 1922, Northing, 685555.71, Easting, 506707.40 Point Number 1923, Northing, 685675.94, Easting, 506747.47 Point Number 1924, Northing, 685692.65, Easting, 506753.17 Point Number 1925, Northing, 685836.22, Easting, 506802.02 :3 V2005- 149564 Ver. 011-GLAND -11 03312-007-000 0 OR: 3903 PG-. L 1 L 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA {OTHER LISTED SPECIES RESTORATION AREA'U" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHECT 21 OF 30 Point Number 1926, Northing, 685979.43, Easting, 506866.30 Point Number 1927, Northing, 686073.78, Easting, 506907.65 Point Number 1928, Northing, 685818.91, Easting, 507284.13 Point Number 1929, Northing, 684888.64, Easting, 508733.96 Point Number 1930, Northing, 685604.91, Easting, 509217.14 Point Number 1931, Northing, 685591.53, Easting, 509240.63 Point Number 1932, Northing, 685736.27, Easting, 509324.16 Point Number 1933, Northing, 686084.38, Easting, 509531.92 Point Number 1934, Northing, 686137.34, Easting, 509558.51 Point Number 1935, Northing, 686162.45, Easting, 509514.45 Point Number 1936, Northing, 686253.47, Easting, 509580.31 Point Number 1937, Northing, 686309.58, Easting, 509606,98 Point Number 1938, Northing, 686344.69, Easting, 509588.85 Point Number 1939, Northing, 686365.12, Easting, 509526.07 Point Number 1940, Northing, 686369.04, Easting, 509494.52 Point Number 1941, Northing, 686397.70, Easting, 509482.56 Point Number 1942, Northing, 686426.29, Easting, 509473.76 Point Number 1943, Northing, 686453.50, Easting, 509441.94 Point Number 1944, Northing, 686494.13, Easting, 509468.36 Point Number 1945, Northing, 686500.16, Easting, 509459.34 Point Number 1946, Northing, 686538.89, Easting, 509479.96 Point Number 1947, Northing, 686597.01, Easting, 509508.92 Point Number 1948, Northing, 686689.27, Easting, 509585.91 Point Number 1949, Northing, 686739.17, Easting, 509630.41 Pant Number 1950, Northing, 686789.54, Easting, 509655.23 Point Number 1951, Northing, 686840.30, Easting, 509664.33 Point Number 1952, Northing, 686922.31, Easting, 509678.13 Paint Number 1953, Northing, 686969.71, Easting, 509663.54 Point Number 1954, Northing, 687013.48, Easting, 509637.05 Point Number 1955, Northing, 687049.60, Easting, 509602.51 Point Number 1956, Northing, 687085.92, Easting, 509560.11 Point Number 1957, Northing, 687111.23, Easting, 509485.96 Point Number 1958, Northing, 687096.60, Easting, 509442.32 Point Number 1959, Northing, 687050.33, Easting, 509409.72 Point Number 1960, Northing, 687011.61, Easting, 509389.12 Point Number 1961, Northing, 686953.87, Easting, 509344.42 Point Number 1962, Northing, 686884.19, Easting, 509307.33 Point Number 1963, Northing, 686685.84, Easting, 509182.50 Point Number 1964, Northing, 687015.03, Easting, 508691.68 Point Number 1965, Northing, 687308.94, Easting, 508253.45 Point Number 1966, Northing, 687899.19, Easting, 508619.45 Point Number 1967, Northing, 687761.50, Easting, 508890.47 Point Number 1968, Northing, 687666.47, Easting, 509031.23 Paint Number 1969, Northing, 687653.69, Easting, 509050.17 Point Number 1970, Northing, 687628.04, Easting, 509088,73 012V2005 149669 Ver 011-GLAN❑ CARS] 03312 007-006 0 OR: 3903 PG: 272717C - DESCRIPTICN OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA {OTHER LISTED SPECIES RESTORATION AREA"B" DELINEATION WITHIN STEWARDSHIP SENDNG AREA6) SHEET 22 OF 30 Point Number 1971, Northing, 687084.31, Easting, 509905.91 Point Number 1972, Northing, 686435.98, Easting, 510922.04 Point Number 1973, Northing, 686416.89, Easting, 510996.78 Point Number 1974, Northing, 686355.45, Easting, 510965.51 Point Number 1975, Northing, 686350.26, Easting, 510962.77 Point Number 1976, Northing, 686218.82, Easting, 510884.82 Point Number 1977, Northing, 686082.25, Easting, 510797.09 Point Number 1978, Northing, 6$5983.28, Easting, 510733.52 Point Number 1979, Northing, 685418.71, Easting, 510405.06 Point Number 1980, Northing, 685253.14, Easting, 510279.06 Point Number 1981, Northing, 685052.41, Easting, 510186.33 Point Number 1982, Northing, 685050.16, Easting, 510190.27 Point Number 1983, Northing, 685033.56, Easting, 510224.66 Point Number 1984, Northing, 684994.66, Easting, 510306.66 Point Number 1985, Northing, 684963.81, Easting, 510371.69 Point Number 1986, Northing, 684867.49, Easting, 510575.01 Point Number 1987, !Northing, 684795.12, Easting, 510699.80 Point Number 1988, Northing, 684631.21, Easting, 511091.31 Point Number 1989, Northing, 684565.48, Easting, 511238.30 Point Number 1990, Northing, 684630.09, Easting, 511268.47 Point Number 1991, Northing, 684666.99, Easting, 511307.33 Point Number 1992, Northing, 684675.09, Easting, 511315.87 Point Number 1993, Northing, 684700.81, Easting, 511342.95 Point Number 1994, Northing, 684721.81, Easting, 511387.75 Point Number 1995, Northing, 684762.08, Easting, 511417.21 Point Number 1996, Northing, 684796.51, Easting, 511427.53 Point Number 1997, Northing, 684824.79, Easting, 511431.38 Point Number 1998, Northing, 684878.28, Easting, 511435.84 Point Number 1999, Northing, 684915.86, Easting, 511446.25 Point Number 2000, Northing, 684945.25, Easting, 511535.55 Point Number 2001, Northing, 684950.45, Easting, 511545.12 Point Number 2002, Northing, 684949.89, Easting, 511609.45 Point !Number 2003, Northing, 684961.73, Easting, 511666.11 Point Number 2004, Northing, 684989.78, Easting, 511736.43 Point Number 2005, Northing, 685007.69, Easting, 511816.43 Point Number 2006, Northing, 685048.22, Easting, 511916.90 Point Number 2007, Northing, 685078.92, Easting, 512013.80 Point Number 2008, Northing, 685122.27, Easting, 512134.22 Point Number 2009, Northing, 685140.18, Easting, 512214.22 Point Number 2010, Northing, 685185.37, Easting, 512258.43 Point Number 2011, Northing, 684960.49, Easting, 512301.06 Point Number 2012, Northing, 684777.41 , Easting, 512321.60 Point Number 2013, Northing, 684548.78, Easting, 512349.11 Point Number 2014, Northing, 684442.79, Easting, 512359.82 Point Number 2015, Northing, 684419,19, Easting, 512379.13 &21l200S-149589 V., 011-GLAN❑ cnao3 0(d912 007-000 0 OR. 3903 PG: 271817C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 23 OF 30 Point Number 2016, Northing, 684309.42, Easting, 512409.62 Point Number 2017, Northing, 684263.91, Easting, 512412.66 Point Number 2018, Northing, 683987.52, Easting, 512741.70 Point Number 2019, Northing, 683993.58, Easting, 512833.03 Point Number 2020, Northing, 684026.54, Easting, 513007.90 Point Number 2021, Northing, 684031.90, Easting, 513016.40 Point Number 2022, Northing, 684016.81, Easting, 513068.80 Point Number 2023, Northing, 684032.31, Easting, 513196.63 Point Number 2024, Northing, 684056.52, Easting, 513349.55 Point Number 2025, Northing, 684078.39, Easting, 513530.73 Point Number 2026, Northing, 684076.79, Easting, 513536.55 Point Number 2027, Northing, 684077.14, Easting, 513536.89 Point Number 2028, Northing, 684069.71, Easting, 513573.68 Point Number 2029, Northing, 684074.91, Easting, 513614.22 Point Number 2030, Northing, 684078.52, Easting, 513623.96 Point Number 2031, Northing, 684005.54, Easting, 513665.38 Point Number 2032, Northing, 683930.20, Easting, 513707.07 Point Number 2033, Northing, 683695.47, Easting, 513807.07 Point Number 2034, Northing, 683114.15, Easting, 514019.92 Point Number 2035, Northing, 682938.84, Easting, 514096.49 Point Number 1817, Northing, 682902.27, Easting, 514103.67(POINT OF BEGINNING) Containing 265.52 acres, more or less Subject to easements and restrictions of record. Bearings are based on the south line of Section B, Township 49 South, Range 29 East, Collier County, Florida, being Section 8 South 89052'06" West. TQV2005 149569 V., 01--GLANU f, A•41 0331� 007-000 0 OR; 3903 PG. 2129 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 FAST, COLLIER COUNTY, FLCRIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 24 OF 30 LESS & EXCEPT FROM PARCEL B-4 THE FOLLOWING PARCEL PARCEL B-4-1 All that part of Section 7, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southeast corner of Section 7, Township 49 South, Range 29 East, Collier County, Florida (Point Number 8, Northing, 682894.54, Easting, 510737.97); Thence along the south line of said Section 7, North 89049'43" West 705.66 feet to a point (Point Number 2036, Northing, 682896.65,Easting, 510032.31); Thence leaving said south line North 00°10'17" East 2617.45 feet to the POINT OF BEGINNING (Point Number 2037, Northing, 685514.09,Easting, 510040.15) Thence in straight line segments through the following vertices (Points 2038 through 2059 & 2037 inclusive) Point Number 2038, Northing, 685542.60,Easting, 510034.51 Point Number 2039, Northing, 685580.64,Easting, 510025.94 Point Number 2040, Northing, 685608.60,Easting, 510042.44 Point Number 2041, Northing, 685629.99,Easting, 510071.44 Point Number 2042, Northing, 685632.46,Easting, 510099.98 Point Number 2043, Northing, 685622.47,Easting, 510121.87 Point Number 2044, Northing, 685602.88,Easting, 510149.87 Point Number 2045, Northing, 685595.89,Easting, 510178.18 Point Number 2046, Northing, 685595.44,Easting, 510197.15 Point Number 2047, Northing, 685600.82,Easting, 510235.25 Point Number 2048, Northing, 685597.06,Easting, 510260.47 Point Number 2049, Northing, 685580.77,Easting, 510282.22 Point Number 2050, Northing, 685555.19,Easting, 510297.41 Point Number 2051, Northing, 685530.20,Easting, 510287.32 Point Number 2052, Northing, 685508.68,Easting, 510264.66 Point Number 2053, Northing, 685480.48,Easting, 510257.64 Point Number 2054, Northing, 685452.65,Easting, 510234.B2 Point Number 2055, Northing, 685432.84,Easting, 510216.93 Point Number 2056, Northing, 685448.32,Easting, 510202.28 Point Number 2057, Northing, 685453.38,Easting, 510178.59 Point Number 2058, Northing, 685475.39,Easting, 510139.67 Point Number 2059, Northing, 685495.69,Easting, 510095.68 Point Number 2037, Northing, 685514.09,Easting, 510040.15 Containing 0.75 acres, more or less S2v2005-14R589 V., oil- GLAND Ca- 03312-007-000--0 OR: 3903 P0; 21130 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 25 OF 30 Subject to easements and restrictions of record. Bearings are based on the north line of Section 7, Florida, being North 89049'43" West. Township 49 South, Range 29 East, Collier County, LESS & EXCEPT FROM PARCEL B-4 THE FOLLOWING PARCEL PARCEL B-4-2 All that part of Section 7, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southeast corner of Section 7, Township 49 South, Range 29 East, Collier County, Florida (Point Number 8, Northing, 682894.54, Easting, 510737.97); Thence along the south line of said Section 7, North 89049'43" West 1116.29 feet to a point (Point Number 2061, Northing, 682897.88, Easting, 509621.69); Thence leaving said south line North 00010'17" East 2472.21 feet to the POINT OF BEGINNING (Point Number 2062, Northing, 685370.08, Easting, 509629.09); Thence in straight line segments through the following vertices (Points 2063 through 2076 & 2062 inclusive) Point Number 2063, Northing, 685490.50, Easting, 509417.85 Point Number 2064, Northing, 685571.98, Easting, 509468.88 Point Number 2065, Northing, 685882.20, Easting, 509678.89 Point Number 2066, Northing, 686162.07, Easting, 509840.70 Point Number 2067, Northing, 686167.76, Easting, 509866.15 Point Number 2068, Northing, 686157.78, Easting, 509888.06 Point Number 2069, Northing, 686117.45, Easting, 509991 .50 Point Number 2070, Northing, 686054.77, Easting, 510107.03 Point Number 2071, Northing, 686015.43, Easting, 510169.36 Point Number 2072, Northing, 685943.98, Easting, 510256.22 Point Number 2073, Northing, 685701.78, Easting, 510101.65 Point Number 2074, Northing, 685813.25, Easting, 509924.00 Point Number 2075, Northing, 685813.71, Easting, 509905.03 Point Number 2076, Northing, 685590.27, Easting, 509757.24 Point Number 2062, Northing, 685370.08, Easting, 509629.09 (POINT OF BEGINNING) MV2005 149569 Ver:011 GLAND 43 03312-OORCOO - O OR: 3903 PG: 2731 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9. TOWNSHIP 49 SOUTH. RANGE 29 EAST, COLLIER COUNTY, FLORIDA {OTHER LISTED SPECIES RESTCHATION ARFA'S" DELINEATION WITHIN STEWARDSHIP SENDING AREA 61 SHEET 26 OF 30 Containing 5.96 acres, more or less Subject to easements and restrictions of record. Bearings are based on the north line of Section 7, Florida, being North 89049'43" West. Township 49 South, Range 29 East, Collier County, LESS & EXCEPT FROM PARCEL B-4 THE FOLLOWING PARCEL PARCEL B-4-3 All that part of Section 7, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southeast corner of Section 7, Township 49 South, Range 29 East, Collier County, Florida (Point Number 8, Northing, 682894.54, Easting, 510737.97); Thence along the south line of said Section 7, North 89049'43" West 1808.49' feet to a point (Point Number 2077, Northing, 682899.95, Easting, 508929.49); Thence leaving said south line North 00'1017" East 4541.97 feet to the POINT OF BEGINNING (Point Number 2078, Northing, 687441.91, Easting, 508943.09); Thence in straight line segments through the following vertices (Points 2079 through 2101 & 2078 inclusive) Point Number 2079, Northing, 687443.62, Easting, 508939.32 Point Number 2080, Northing, 687454.33, Easting, 508915.85 Point Number 2081, Northing, 687475.15, Easting, 508865.20 Point Number 2082, Northing, 687516.43, Easting, 508779.63 Point Number 2083, Northing, 687557.13, Easting, 506717.66 Point Number 20B4, Northing, 687589.14, Easting, 508690.89 Point Number 2085, Northing, 687620.21, Easting, 508703.45 Point Number 2086, Northing, 687650.99, Easting, 508727.80 Point Number 2087, Northing, 687667.94, Easting, 508764.44 Point Number 2088, Northing, 687669.73, Easting, 508763.67 Point Number 2089, Northing, 687728.42, Easting, 508769.03 Point Number 2090, Northing, 687715.05, Easting, 508835.60 Point Number 2091, Northing, 687682.19, Easting, 508897.76 Point Number 2092, Northing, 687661.74, Easting, 508932.68 Point Number 2093, Northing, 687609.38, Easting, 508990.43 Point Number 2094, Northing, 687603.68, Easting, 508989.34 Point Number 2095, Northing, 687598.47, Easting, 509005.90 Point Number 2096, Northing, 687588.65, Easting, 509037.14 Point Number 2097, Northing, 687563.26, Easting, 509049.11 W1;2005. 149569 Ver. 011-GLANd CA,43 C3312 007 000 - 0 OR: 3903 PG: 2732 • 17C ft� DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9. TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA"R" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 27 OF 30 Point Number 2098, Northing, 687556.92, Easting, 509052.12 Point Number 2099, Northing, 687537,61, Easting, 509039.85 Point Number 2100, Northing, 687514.76, Easting, 5013011.75 Point Number 2101, Northing, 687456.73, Easting, 508978.86 Containing 1.34 acres, more or less Subject to easements and restrictions of record. Bearings are based on the north line of Section 7, Township 49 South, Range 29 East, Collier County, Florida, being North 89'49'43" West. ALSO INCLUDING PARCEL B-5 NET ACREAGE: B-4 ACREAGE 265.52 B 4-1 ACREAGE 0.75 B 4-2 ACREAGE 5.96 B 4-3 ACREAGE -1.34 B-4 NET ACREAGE 257.47 All that part of Section 7, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southwest corner of Section 7, Township 49 South, Range 29 East, Collier County, Florida (Point Number 9, Northing, 682908.78, Easting, 505979.89); Thence along the west line of said Section 7, North 00021'39" East 797.08' feet to a point (Point Number 2102, Northing, 683705.84, Easting, 505984.91); Thence leaving said west line South 89038'21" East 124.10 feet to the POINT OF BEGINNING (Point Number 2103, Northing, 683705.06, Easting, 506109.01); Thence in straight line segments through the following vertices (Points 2104 through 2164 & 2103 inclusive) Point Number 2104, Northing, 683955.09, Easting, 506110.99 Point Number 2105, Northing, 683955.80, Easting, 506229.92 Point Number 2106, Northing, 683977.89, Easting, 506356.57 Point Number 2107, Northing, 683983.25, Easting, 506432.37 Point Number 2108, Northing, 683989.21, Easting, 506482.97 Point Number 2109, Northing, 684004.58, Easting, 506561.27 312112005- 149569 Ver: OV GLAND GAas3 03312.007-000- - 0 OR: 3903 PG; 2733 , 17C - DESCRIPTION OF LANDS LYING WITHIN SECTICNS 2-3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "6" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 28 OF 30 Point Number 2110, Northing, 684039.96, Easting, 506573.05 Point Number 2111, Northing, 684078.25, Easting, 506590.74 Point Number 2112, Northing, 684110.66, Easting, 506611.36 Point Number 2113, Northing, 684128.33, Easting, 506626.09 Point Number 2114, Northing, 684143.07, Easting, 506673.21 Point Number 2115, Northing, 684146.01, Easting, 506720.35 Point Number 2116, Northing, 684154.84, Easting, 506758.65 Point Number 2117, Northing, 684163.68, Easting, 506788.09 Point Number 2118, Northing, 684163.68, Easting, 506832.28 Point Number 2119, Northing, 684165.22, Easting, 506873.96 Point Number 2120, Northing, 684175.46, Easting, 506982.51 Point Number 2121, Northing, 684178.41, Easting, 507014.92 Point Number 2122, Northing, 684181.35, Easting, 507053.22 Point Number 2123, Northing, 684175.46, Easting, 507094.46 Point Number 2124, Northing, 684169.57, Easting, 507138.65 Point Number 2125, Northing, 684169.57, Easting, 507174.00 Point Number 2126, Northing, 684169.57, Easting, 507209.34 Point Number 2127, Northing, 684177.84, Easting, 507249.07 Point Number 2128, Northing, 684171.90, Easting, 507247.73 Point Number 2129, Northing, 684117.88, Easting, 507253.63 Point Number 2130, Northing, 684053.11, Easting, 507259.26 Point Number 2131, Northing, 684006.45, Easting, 507258.13 Point Number 2132, Northing, 683970.47, Easting, 507260.86 Point Number 2133, Northing, 683938.18, Easting, 507260.09 Point Number 2134, Northing, 683902.47, Easting, 507252.00 Point Number 2135, Northing, 683874.10, Easting, 507236.91 Point Number 2136, Northing, 683861.30, Easting, 507171,73 Point Number 2137, Northing, 683866.71, Easting, 507096.19 Point Number 2138, Northing, 683843.26, Easting, 507027.15 Point Number 2139, Northing, 683844.98, Easting, 506955.14 Point Number 2140, Northing, 683828.16, Easting, 506907.88 Point Number 2141, Northing, 683829.29, Easting, 506861.07 Point Number 2142, Northing, 683822.80, Easting, 506832.08 Point Number 2143, Northing, 683806.08, Easting, 506781.22 Point Number 2144, Northing, 683793.37, Easting, 506712.45 Point Number 2145, Northing, 683772.70, Easting, 506675.91 Point Number 2146, Northing, 683763.24, Easting, 506621.63 Point Number 2147, Northing, 683760.77, Easting, 506574.73 Point Number 2148, Northing, 683754.90, Easting, 506520.54 Point Number 2149, Northing, 683749.54, Easting, 506444.73 Point Number 2150, Northing, 683736.31, Easting, 506397.56 Point Number 2151, Northing, 683719.75, Easting, 506339.51 Point Number 2152, Northing, 683721.70, Easting, 506322.58 Point Number 2153, Northing, 683714.05, Easting, 506317.04 Point Number 2154, Northing, 683706.02, Easting, 506300.97 3r21i2005- 149569 Ver. 011-GLANC caxa 03312 OD7 000 - 0 OR; 3903 PG; 2734 17C DESCRIPTION CF LANDS LYING WITHIN SECTIONS 2-3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "6" DELINEAT]ON WITHIN STEWARDSHIP SENDING AREA 6) SHEET 29 OF 3C Point Number 2155, Northing, 683700.66, Easting, 506289.20 Point Number 2156, Northing, 683695.30, Easting, 506270.44 Point Number 2157, Northing, 683691.55, Easting, 506250.10 Point Number 2158, Northing, 683691.55, Easting, 506226.53 Point Number 2159, Northing, 683694.77, Easting, 506215.27 Point Number 2160, Northing, 683701.20, Easting, 506194.40 Point Number 2161, Northing, 683704.94, Easting, 506177.79 Point Number 2162, Northing, 683710,30, Easting, 506157.97 Point Number 2163, Northing, 683708.69, Easting, 506137.09 Point Number 2164, Northing, 683706.02, Easting, 506125.30 Containing 7.87 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 7, Township 49 South, Range 29 East, Collier County, Florida, being North 00021'39" East. NET ACREAGE: B-1 ACREAGE 130.57 B-2 ACREAGE 95.35 B-3 ACREAGE 127.98 B-4 ACREAGE 257.47 B-5 ACREAGE -7.87 NET ACREAGE 619.24 STATEMENT OF DEFINITION, ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 6 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-94). 2. ACCURACY: A. THESE LIMES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/23/03 2, NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED 1"=500'. 6. THIS IMAGERY HAS NOT BEEN ORTHO CORRECTED IN ORDER TO MEET MINIMUM TECHNICAL STANDARDS OR NATIONAL MAP ACCURACY STANDARDS. 7. VERTICAL ELEVATION CHANGES WILL CAUSE HORIZONTAL DISPLACEMENT. EVERY EFFORT HAS BEEN MADE TO MINIMIZE THIS EFFECT FOR CRITICAL FEATURES. 8, IN AREAS WHERE TALL STRUCTURES OR TREES LEAN TO OBSTRUCT FEATURES, EXPOSURES WERE MOSAICKED IN AN EFFORT TO MINIMIZE THE EFFECT. 3+21f2005 14950 V., 011-GLAND Cg113 03312-007-000- - 0 OR; 3903 PG; 2735- • 17C DESCHIPTION OF LANDS LYING WITHIN SECTIONS 2-3 & 5.9. TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA"B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 30 OF 30 9. THIS PRODUCT IS SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT PROVIDED IN A DIGITAL FORMAT. B. BASED ON THESE PARAMETERS, THE LINES DEPICTED IN THIS DIGITAL FILE HAVE AN ESTIMATED POSITIONAL ACCURACY OF +/- 20 FEET. C. MINOR DIFFERENCES IN POSITION AND ACREAGE BETWEEN THIS DESCRIPTION AND OTHER FORMATS CAN BE ATTRIBUTED TO COORDINATE PROJECTION AND SOFTWARE ACCURACY PARAMETERS. 3. COORDINATE BASIS: THE LINES DEPICTED HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 83, GRS80, US SURVEY FEET. BY DATE 3-21-05 LANCE T. MILLER, P.S.M. LS # 5627 WILSONMILLER, INC. REGISTERED ENGINEERS AND LAND SURVEYORS. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND MAPPER. NOT BASED ON FULL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION # LB-43 REF 2H-94 3121f2005- 149569 Ve, 071 GLAND cA- 03312-007-000- - 0 OR: 3903 PG: 2736 17C DESCRIPTION OF PART OF SECTIONS 2-6, TOWNSHIP 49 SOUTH, RANGE 29 EAST COLLIER COUNTY, FLORIDA WADING BIRD RESTORATION AREA (RESTORATION AREA °C") Delineation Within Stewardship Sending Area 6 PARCEL C-1 All that part of Section 2, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northeast corner of Section 2, Township 49 South, Range 29 East, Collier County, Florida (Point Number 1, Northing, 697273.28, Easting, 530714.88); Thence South 19°50'04° West 3771.60 feet to the POINT OF BEGINNING (Point Number 2165, Northing, 693725.42, Easting, 529435.17) Thence in straight line segments through the following vertices (Points 2166 through 2182 & 2165 inclusive) Point Number 2166, Northing, 693705.89, Easting, 529477.61 Point Number 2167, Northing, 693648.46, Easting, 529602.32 Point Number 2168, Northing, 693649.36, Easting, 529606.07 Point Number 2169, Northing, 693598.67, Easting, 529688.91 Point Number 2170, Northing, 693513.28, Easting, 529766.63 Point Number 2171, Northing, 693351.54, Easting, 529878.43 Point Number 2172, Northing, 693263.15, Easting, 529916.18 Point Number 2173, Northing, 693141.92, Easting, 529855.10 Point Number 2174, Northing, 693121.73, Easting, 529844.93 Point Number 2175, Northing, 693000.26, Easting, 529770.15 Point Number 2176, Northing, 692946.56, Easting, 529689.05 Point Number 2177, Northing, 692968.16, Easting, 529617.73 Point Number 2178, Northing, 693050.71, Easting, 529492.05 Point Number2179, Northing, 693111.91, Easting, 529359.31 Point Number 2180, Northing, 693103.27, Easting, 529355.97 Point Number 2181, Northing, 693586.91, Easting, 529408.30 Point Number 2182, Northing, 693643.84, Easting, 529413.81 Point Number 2165, Northing, 693725.42, Easting, 529435.17 Containing 6.49 acres, more or less Subject to easements and restrictions of record. Bearings are based on the east line of Section 2, Township 49 South, Range 29 East, Collier County, Florida, being S07°45'32"E. 3.!2112005- 149577 Ver 01--GLAND C, O 03312 007 000- 0 OR; 3903 PG, 2*737 I 7C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (WADING BIRD RESTORATION AREA "C" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 2 OF 5 ALSO INCLUDING PARCEL C-2 All that part of Section 3 & 4, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 3, Township 49 South, Range 29 East, Collier County, Florida (Point Number 25, Northing, 697209.85, Easting, 519996.04); Thence along the west line of said Section 3 South 08020'57" East 2427.16 feet to the POINT OF BEGINNING (Point Number 2183, Northing, 694808.41, Easting, 520348.48) Thence in straight line segments through the following vertices (Points 2184 through 2209 & 2183 inclusive) Point Number 2184, Northing, 694795.86, Easting, 520359.78 Point Number 2185, Northing, 694793.70, Easting, 520355.35 Point Number 2186, Northing, 694565.52, Easting, 520372.62 Point Number 2187, Northing, 694280.59, Easting, 520377.22 Point Number 2188, Northing, 694212.32, Easting, 520375.57 Point Number 2189, Northing, 694152.42, Easting, 520339.80 Point Number 2190, Northing, 693702.16, Easting, 520431.83 Point Number 2191, Northing, 693615.87, Easting, 520075.31 Point Number 2192, Northing, 693611.44, Easting, 520069.65 Point Number 2193, Northing, 693903.97, Easting, 519991.27 Point Number 2194, Northing, 694432.11, Easting, 519837,65 Point Number 2195, Northing, 694486.79, Easting, 519856.44 Point Number 2196, Northing, 694566.48, Easting, 519858.37 Point Number 2197, Northing, 694603.16, Easting, 519912.48 Point Number 2198, Northing, 694657.98, Easting, 520001.53 Point Number 2199, Northing, 694718.02, Easting, 520029.70 Point Number 2200, Northing, 694762.58, Easting, 520072,70 Point Number 2201, Northing, 694792.00, Easting, 520111.42 Point Number 2202, Northing, 694829.32, Easting, 520139.04 3,21 12005 149677 Ver 011 GLAND ca«s� 03312-007-000--0 OR; 3803 PO: 21138 7 DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TCWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (WADING BIRD RESTORATION AREA'C" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 3 OF 5 Point Number 2203, Northing, 694866.63, Easting, 520166.66 Point Number 2204, Northing, 694913.98, Easting, 520198.42 Point Number 2205, Northing, 694918.46, Easting, 520221.13 Point Number 2206, Northing, 694959.29, Easting, 520284.40 Point Number 2207, Northing, 694936.58, Easting, 520286.28 Point Number 2208, Northing, 694878.45, Easting, 520290.42 Point Number 2209, Northing, 694845.24, Easting, 520315.35 Point Number 2183, Northing, 694808.41, Easting, 520348.48 (POINT OF BEGINNING) Containing 11.71 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 3, Township 49 South, Range 29 East, Collier County, Florida, being South 08020'57" East. ALSO INCLUDING PARCEL C-3 All that part of Section 5 & 6, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 5, Township 49 South, Range 29 East, Collier County, Florida (Point Number, 21, Northing, 696628.53, Easting, 509321.77); Thence along the west line of said Section 3 South W51'26" East 6011.25 feet to the POINT OF BEGINNING (Point Number, 2210, Northing, 690688.96, Easting, 510247.32) Thence in straight line segments through the following vertices (Points 2211 through 2257 & 2210 inclusive) Point Number, 2211, Northing, 690688.28, Easting, 510275.12 Point Number, 2212, Northing, 690687.04, Easting, 510327.08 Point Number, 2213, Northing, 690715.27, Easting, 510383.44 Point Number, 2214, Northing, 690702.93, Easting, 510435.13 Point Number, 2215, Northing, 690679.17, Easting, 510501.33 Point Number, 2216, Northing, 690669.29, Easting, 510524.31 Point Number, 2217, Northing, 690585.02, Easting, 510552.88 Point Number, 221 B, Northing, 690498.61, Easting, 510574.41 Point Number, 2219, Northing, 690435.64, Easting, 510596.31 Point Number, 2220, Northing, 690384.51, Easting, 510610.68 Point Number, 2221, Northing, 690310.67, Easting, 510597.18 Point Number, 2222, Northing, 690263.86, Easting, 510596,05 Point Number, 2223, Northing, 690217.24, Easting, 5105B7.12 Point Number, 2224, Northing, 690209.12, Easting, 510586.92 12112005- 149577 Ve, Oil- GLAND GAan3 03312-007-000- 0 OR; 3903 PG; IL139 17 C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9. TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (WADING BIRD RESTORATION AREA "0" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 4 OF 5 Point Number, 2225, Northing, 690227.38, Easting, 510532.15 Point Number, 2226, Northing, 690245.75, Easting, 510482.29 Point Number, 2227, Northing, 690256.24, Easting, 510435.06 Point Number, 2228, Northing, 690240.50, Easting, 510382.57 Point Number, 2229, Northing, 690224.75, Easting, 510369.45 Point Number, 2230, Northing, 690190.64, Easting, 510353.71 Point Number, 2231, Northing, 690159.15, Easting, 510351.08 Point Number, 2232, Northing, 690118.80, Easting, 510345.11 Point Number, 2233, Northing, 690137.91, Easting, 510314.80 Point Number, 2234, Northing, 690174.80, Easting, 510241.31 Point Number, 2235, Northing, 690191.53, Easting, 510194.67 Point Number, 2236, Northing, 690201.74, Easting, 510173.12 Point Number, 2237, Northing, 690207.98, Easting, 510159.93 Point Number, 2238, Northing, 690239.75, Easting, 510137.07 Point Number, 2239, Northing, 690253.02, Easting, 510124.45 Point Number, 2240, Northing, 690271.76, Easting, 510106.62 Point Number, 2241, Northing, 690300.73, Easting, 510065.19 Point Number, 2242, Northing, 690312.16, Easting, 510048,84 Point Number, 2243, Northing, 690348.72, Easting, 509990.96 Point Number, 2244, Northing, 690365.49, Easting, 509974.87 Point Number, 2245, Northing, 690384.66, Easting, 509956.49 Point Number, 2246, Northing, 690425.39, Easting, 509886.99 Point Number, 2247, Northing, 690436.16, Easting, 509860.76 Point Number, 2248, Northing, 690446.11, Easting, 509836.55 Point Number, 2249, Northing, 690504.81, Easting, 509787.84 Point Number, 2250, Northing, 690522.38, Easting, 509829.76 Point Number, 2251, Northing, 690555.41, Easting, 509883.98 Point Number, 2252, Northing, 690602.51, Easting, 509998.54 Point Number, 2253, Northing, 690627.15, Easting, 510051.12 Point Number, 2254, Northing, 690648.68, Easting, 510077.54 Point Number, 2255, Northing, 690658.89, Easting, 510114.96 Point Number, 2256, Northing, 690672.33, Easting, 510170.98 Point Number, 2257, Northing, 690689.46, Easting, 510226.87 Point Number, 2210, Northing, 690688.96, Easting, 510247.32 (POINT OF BEGINNING) Containing 6.63 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 3, Township 49 South, Flange 29 East, Collier County, Florida, being South 08°51'26" East. NET ACREAGE: C-1 ACREAGE 6.49 C-2 ACREAGE 11,71 C-3 ACREAGE 6.63 NET ACREAGE 24.83 121 r2005- 149677 Ver 011 GLAND cA-3 03312 M7-000- - 3 OR: 3903 PG; 2740 17C DESCRIPTICN OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (WADING BIRD RESTORATION AREA 'C" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 5 OF 5 STATEMENT OF DEFINITION, ACCURACY AND COORDINATE BASIS 1, DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 6 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A"(REFERENCE WILSONMILLER DRAWING NUMBER 21-1-94). 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/23/03 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1 "=500' 5. SCALE NOT TO EXCEED 1"=500'- 6. THIS IMAGERY HAS NOT BEEN ORTHO CORRECTED IN ORDER TO MEET MINIMUM TECHNICAL STANDARDS OR NATIONAL MAP ACCURACY STANDARDS. 7. VERTICAL ELEVATION CHANGES WILL CAUSE HORIZONTAL DISPLACEMENT. EVERY EFFORT HAS BEEN MADE TO MINIMIZE THIS EFFECT FOR CRITICAL FEATURES. 8. IN AREAS WHERE TALL STRUCTURES OR TREES LEAN TO OBSTRUCT FEATURES, EXPOSURES WERE MOSAICKED IN AN EFFORT TO MINIMIZE THE EFFECT. 9. THIS PRODUCT IS SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT PROVIDED IN A DIGITAL FORMAT. B. BASED ON THESE PARAMETERS, THE LINES DEPICTED IN THIS DIGITAL FILE HAVE AN ESTIMATED POSITIONAL ACCURACY OF +/- 20 FEET. C. MINOR DIFFERENCES IN POSITION AND ACREAGE BETWEEN THIS DESCRIPTION AND OTHER FORMATS CAN BE ATTRIBUTED TO COORDINATE PROJECTION AND SOFTWARE ACCURACY PARAMETERS. 3. COORDINATE BASIS: THE LINES DEPICTED HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 83, GRS80, US SURVEY FEET. BY LANCE T. MILLER, P.S.M. LS # 5627 DATE 3-21-05 WILSONMILLER, INC. REGISTERED ENGINEERS AND LAND SURVEYORS. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND MAPPER. NOT BASED ON FULL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION # LB-43 REF 2H-94 3r2112005- 149677 Vu 01'- GLAND cA-1 03312 W 7 000- 0 OR; 3903 PG; 2741 • 17C S.S.A. 6 EXHIBIT "A" LEGAL DESCRIPTION DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST AND SECTIONS 1, 12 THROUGH 14 & 23 & 24 TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA All of Sections 2 through 8, Township 49 South, Range 29 East, Collier County Florida and The west half (1/2) of Section 9, Township 49 South, Range 29 East, Collier County, Florida and All of Sections 12 through 14, Township 49 South, Range 28 East, Collier County, Florida and The east half (112) of Section 1, Township 49 South, Range 28 East, and The north half (112) of Section 23, Township 49 South, Range 28 East, Collier County, Florida and The north half (1/2)of Section 24, Township 49 South, Range 28 East, Collier County, Florida Containing 9911.09 acres more or less. Subject to easements and restrictions of record. Bearings are based on the east line of Section 2, Township 49 South Range 29 East, Collier County, Florida South 07°45'32" East. Sketch & Description were prepared without the benefit of a full survey or title search. See Sketch for additional notes. WilsonMiller, Inc. Registered Engineers and Land Surveyors Certificate of Authorization #LB-43 By: 11-29-04 Lance T Miller, P.S.M. L.S. #5627 Date Not valid unless embossed with the Professionals Seal REF. 2H-84 W.O.: 03312-P08-001 Date: 11-29-04 12T2004- 145461 V., 0V GLAND CA- 03312-P08-001-- 0 1 ac PER O.R. R 2009 PACE 1546 T-48-S _ Lra t.9 219J PB.Cf \\ •- AGP BC. P. -\'_\ \ ACE 2772 \ PER O.R. \ O.R. \ BOCK POPPER O.R. BOOK - _ 6.ci A V 210 P.CE 27 s A__ v 2009 PACE PER O.R. BdGK A AVAA�A,� / i 2493 PACE 2779 B.C.P. � - j zas a isrc%. B. I \ PER E. 800K 2493 PACE 2779\ B.C.P. �/ B.LP. / OP &ODK - l T493 PAGE nl9 O��EgL+N ��: Pd 9 v. GEC Pc'a aFRBodK j 2009 ss il, •�.A�� M � BCP LINE TABLE II Par O.R. 9i PER O.R. eB.c.r\ LINE @FARING 01$7ANCE /Z009 PACE 55��; 2002 PAGE 134^ ', PS" 155< 1548 OR. BOOK Li 510T45'32"E 8967.97 x / 2493 PAGE 2llB BC+- B C P / // L2 SB9'02'2 52 W 98.64 J 7 1 Pnr aR. BGGx PER aR edcw _- _ / �' V `.9 L3 S69'06.09-W 5312.25 -3 z�J ;PACE 2719 r 200/ r,�s. 7 L4 SB@'42.2Crw 26679s u Bc,I. �' .-' jl. \ L5 501'O3'59•E 5282A9 BG7K \\, PAr,E 2779 . \ �. j.. \ \� 46 '42'2C"W 266753 a. '\ 2493 \' L7 106'W 5J4p.9B 9R..f.BOON \ \ \ \ LB NB9"4 YW <75@ 10 \. \ \ 249J PACE 2779' LT4 . .\ - Mw L9 SCD•22'08" 7950.09 ._. L10 589'54'i9"W 5308.16 14 .. j. ., � ,- LB L 6 L11 S89'58'12'W 5MIJA 712 NW19'52•E 2646.77 LIJ N 21'47"E 5293.62 L14 N89'S '5T'E 5JO6.44 PER aR. Boar ` PER dR eoGlr NOTES: LIS N00' 'J2"E 5297.56 PI �±E 4 � �u a+� ' '2493 PACE D79 20A3 PACE 55s' 0 7w i500 3000 eppp 15 pp tia m \ 1 i` j I} DIMENSIONS ARE IN FEET & DECIMALS THEREOF, LT6 N89'50' 7"E 28SL99 mo pad \/ 2) THIS SKETCH & DESCRIPTION WAS WED UPON SURVEYS BY THE FOLLOWING: 07 N1J '41"W 8330.60 GRAPHhC SCALE uB 481I2'£ 2649.56 A} @Y PORTELIA & ROWE - ALONG THE SOUTH LINE OF THE SSA PREPARED FOR U.5_ FISH & W6ALIFE (19891989}. L19 N8653'19•£ 2562.78 - b LZO 5715¢"E 2668.62 �� � �\\ \' ✓ B) BY PA IRMINGER SR, - SECTIONS ALONG THE NORTH LINE L21 N8652'1 STE 2658.36 V , PREPARED FOR COLLIER COUNTY {1976}. L22 522"£ 2668.54 11/29/04 NBT07'OI"E 2M 66 LANLE R, L5. 5827 DATE L23 _ C) INFORIIAT1ONr1L SKETCHES BY WILSDNMILLER (196z)_ L24 T 7' E 2704.66 e.c.r. ac.r. NOT VALID UNLESS SIGNED BY THE SURVEYOR AND PER OR 2 PER aR. BO(N[ 3) WILSONMILLER RECOVERED SEVERAL OF THE SECTION CORNERS IN PREPARATION L25 NBT42'49'E 2652.JO SEALED WRH THE SURVEYOR'S EMBOSSED SEAL. cy N93 PAGE 2T/9'. 249J PAGE 2779' OF THIS SKETCH &LEGAL DESCRIPTION. NE£ 2652.30 CERFlFlCATE OF AUTHORfIATION LB-43Z2 L27 270721 L28 NB9'3S'S 270722 Cif PARCEL DESCRIBED SS.A. J6 991f.09 ACRES t ACTIVR'ry INITW.S/EMP, NO.1 DATE AYI KIJVtU: w '"""." "'�""�' r F1nar.EpWw•EwAtpIY"Biwpm •WI�eIyr9Ndlbgl"TTWRvydulCa.�rIY }ra 1rrooBr191'L.9a area• *"F filifl �"ay.*-B��•�"Ai11NwA� >+ �' �" °�6a'A'I"D' oa�aela • � rrc�m DATE: 11/2004 CLIENT:SON COI.l.IFR COI.LIFJ7 PAAfI�lER5i1�RESEARCH: TITLE: SKETCH TOWNSHIP DESCRIPTION RON SECTIONS 2 THRU $, TOWNSHIP 49 SOUTH, RANGE 29 EAST SECTIONS 1, 12 THRU 74, 2J & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, ELORIQ4 f'!L! FIELD WORK/GREW CHIEF SCALE' 1"-3000' CROSS REFERENCE R DAFTED: GPRL/}857 it 2U04 CHECKED BY: LTilf/0436_r7jo�� FIELD aooN/PAcECPS 25, PAGES 20- LArvCE T. M1Lt P.S.M. L.S 5627 No.: PROJECT NO.: SHEET NUMBER: 03312-POS-001 1 a= 1 FILF HO., 2H$4 OR: 3903 PG: 274317C. z_. a *: �. m , IMMOKALEE BCI BCP Legend WiIsomiller SSA 6{{EASEMENT AGREEMENT e per, ag�YPre,�H,,;a„a,ae�r�s Exhibit p Waler Rerenrlan Area lr/�'RA1 Fb�da Pannier rvarional W"-1 Re}uge N-w D,,:l.0 Pow -,Pp D-4-&fipir� w G7 0 05 1 2 3 Flow�wV S,ewarshg hea lF5A1®Amaol Cnikal5lale C—." Location Map Mnes lfM �w'arsiewerm P4-e nsa}®ssn9ou ,n c� w r.a OR: 3903 P 4745 7C DESCRIPTION OF PART OF SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AGRICULTURAL AREA 2 Delineation Within Stewardship Sending Area 6) EXHIBIT D All that part of Sections 2 thru 9 Township 49 South, Range 29 East and Sections 1, 12 thru 14, 23 & 24, Township 49 South, Range 28 East, Collier County, Florida being more particularly described as follows; BEGINNING at the northeast corner of Section 2, Township 49 South, Range 29 East, Collier County, Florida (Point Number 1, Northing, 697273.28, Easting, 530714.88); Thence along the east line of said Section 2 South 07045'32" East 8,967.97 feet to the southeast corner of said Section 2 (Point Number 2, Northing, 688387.41, Easting, 531925.58); Thence along the south line of said Section 2 South 89°02'22" West 5,298.64 feet to the southeast corner of Section 3, Township 49 South, Range 29 East, Collier County, Florida (Point Number 3, Northing, 688298.59, Easting, 526627.69); Thence along the south line of said Section 3 South 89006'09" West 5,312.25 feet to the southeast corner of Section 4, Township 49 South, Range 29 East, Collier County, Florida (Point Number 4, Northing, 688215.39, Easting, 521316.09); Thence along the south line of said Section 4 South 89042'20" West 2,667.99 feet to the south quarter corner of said Section 4 (Point Number 5, Northing, 688201.69, Easting, 518648.13); Thence leaving the south line of said Section 4 South 01 '03'59" East 5,282.09 feet to the south quarter corner of Section 9, Township 49 South, Range 29 East, Collier County, Florida (Point Number 6, Northing, 682920.51, Easting, 518746.43); Thence along the south line of said Section 9 South 89042'20" West 2,667.53 feet to the southeast corner of Section 8, Township 49 South, Range 29 East (Point Number 7, Northing, 682906.81, Easting, 516078.93); Thence along the south line of said Section 8 South 89°52'06" West 5,340.98 feet to the southeast corner of Section 7, Township 49 South, Range 29 East (Point Number 8, Northing, 682894.54, Easting, 510737.97); Thence along the south line of said Section 7 North 89049'43" West 4,758.10 feet to the northeast corner of Section 13, Township 49 South, Range 28 East, Collier County, Florida (Point Number 9, Northing, 682908.78, Easting, 505979.89); Thence along the east line of said Section 13 and the east line of Section 24, Township 49 South, Range 28 East, Collier County, Florida South 00°22'08" West 7,950.09 feet to the east quarter corner of said Section 24 (Point Number 10, Northing, 674958.85, Easting, 505928.69); Thence leaving the east line of said Section 24 South 89054'19" West 5,308.16 feet to the east quarter corner of Section 23, Township 49 South, Range 28 East (Point Number 11, Northing, 674950.09, Easting, 500620.54); Thence South 89058'12" West 5,301.18 feet to the west quarter corner of said Section 23 (Point Number 12, Northing, 674947.32, Easting, 495319.36); Thence along the west line of said Section 23 North 00019'52" East 2,646.77 feet to the southwest corner of Section 14, Township 49 South, Range 28 East, Collier County, Florida (Point Number 13, Northing, 677594.05, Easting, 495334.66); a12112005 149392 Ver: 011- GLAND CA- 03312-007-000 - 0 OR: 3903 PG, 2740 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRL19. TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY. FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 2 OF 37 Thence along the west line of said Section 14 North 00°21'47" East 5,293.62 feet to the northwest corner of said Section 14 (Point Number 14, Northing, 682887.56, Easting, 495368.19); Thence along the north line of said Section 14 North 89052'51 " East 5,306.44 feet to the southwest corner of Section 12, Township 49 South, Range 28 East, Collier County, Florida (Point Number 15, Northing, 682898.60, Easting, 500674.62); Thence along the west line of said Section 12 North 00022'32" East 5,297.58 feet to the northwest corner of said Section 12 (Point Number 16, Northing, 688196.07, Easting, 500709.34); Thence along the north line of said Section 12 North 89°50'27" East 2,651.99 feet to the south quarter corner of Section 1, Township 49 South, Range 28 East (Point Number 17, Northing, 688203.44, lasting, 503361.32); Thence leaving said north line North 13058'41" West 8,330.60 feet to the north quarter corner of said Section 1 (Point Number 18, Northing, 696287.36, Easting, 501349.05); Thence along the north line of said Section 1 North 88048'12" East 2,649.56 feet to the northwest corner of Section 6, Township 49 South, Range 29 East, Collier County, Florida (Point Number 19, Northing, 696342.69, Easting, 503998.04); Thence along the north line of said Section 6 North 86053'19" East 2,662.78 feet (Point Number 20, Northing, 696487.21, Easting, 506656.89); Thence continue along the north line of said Section 6 North 86°57'52" East 2,668.62 feet to the northwest corner of Section 5, Township 49 South, Range 29 East, Collier County, Florida (Point Number 21, Northing, 696628.53, Easting, 509321.77); Thence along the north line of said Section 5 North 86'52'16" East 2,658.36 feet (Point Number 22, Northing, 696773.62, Easting, 511976.16); Thence continue along the north line of said Section 5 North 86°25'22" East 2,668.54 feet to the northwest corner of the aforementioned Section 4 (Point Number 23, Northing, 696940.12, Easting, 514639.51); Thence along the north line of said Section 4 North 87°0701 " East 2,658.66 feet (Point Number 24, Northing, 697073.84, Easting, 517294.80); Thence continue along the north line of said Section 4 North 8700703" East 2,704.66 feet to the northwest corner of the aforementioned Section 3 (Point Number 25, Northing, 697209.85, Easting, 519996.04) ; Thence along the north line of said Section 3 North 89°42'49" East 2,652.30 feet (Point Number 26, Northing, 697223.10, Easting, 522648.31); Thence continue along the north line of said Section 3 North 89042'49" East 2,652.30 feet to the northwest corner of the aforementioned Section 2 (Point Number 27, Northing, 697236.36, Easting, 525300.57); Thence along the north line of said Section 2 North 89036'33" East 2,707.21 feet (Point Number 28, Northing, 697254.82, Easting, 528007.72) Thence continue along the north line of said Section 2 North 89°36'33" East 2,707.22 feet to the northeast corner of said Section 2 and the POINT OF BEGINNING (Point Number 1, Northing, 697273.28, Easting, 530714.88); 312112005- e4939z Vsr. 01! GLANU C Av43 63312-007-000- 0 OW OR: 3903 PG: 4747 7C nVit DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 3 OF 37 Containing 9911.09 acres, more or less Subject to easements and restrictions of record. Bearings are based on the east line of Section 2, Township 49 South, Range 29 East being South 07'45'32" East LESS & EXCEPT AGRICULTURAL PARCEL 1-1, THROUGH AGRICULTURAL PARCEL 1-5, AGRICULTURAL PARCEL 1-1 All that part of Sections 2 thru 4 Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northeast corner of Section 2, Township 49 South, Range 29 East, Collier County, Florida (Point Number 1, Northing, 697273.28, Easting, 530714.88); Thence along the north line of said Section 2 South 89036'33" West 1171.70 feet to the POINT OF BEGINNING (Point Number 29, Northing, 697265.29, Easting, 529543.21) Thence leaving said north line in straight line segments through the following vertices Points 30 through 282 & 25 inclusive) Point Number 30, Northing, 697197.07, Easting, 529538.80 Point Number 31, Northing, 697135.45, Easting, 529522.00 Point Number 32, Northing, 697068.23, Easting, 529477.19 Point Number 33, Northing, 696967.40, Easting, 529409.97 Point Number 34, Northing, 696835.20, Easting, 529262.11 Point Number 35, Northing, 696785.87, Easting, 529218.80 Point Number 36, Northing, 696714.47, Easting, 529186.42 Point Number 37, Northing, 696692.50, Easting, 529176.46 Point Number 38, Northing, 696565.43, Easting, 529118.48 Point Number 39, Northing, 696302.10, Easting, 529013.51 Point Number 40, Northing, 695974.47, Easting, 528855.98 Point Number 41, Northing, 695964.55, Easting, 528832.52 Point Number 42, Northing, 695944.94, Easting, 528775.33 Point Number 43, Northing, 695881.04, Easting, 528554.76 Point Number 44, Northing, 695779.69, Easting, 528234.44 Point Number 45, Northing, 695768.33, Easting, 528183.62 Point Number 46, Northing, 695769.26, Easting, 528144.90 Point Number 47, Northing, 695765.32, Easting, 528144.21 W112005- 149392 Var 011 GLAND C-43 03312-Da7-000 0 OR; 3903 P0: 2748 17 C • DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THIRD 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY. FLORIDA (AG-2 AREA DELINEATICN WITHIN STEWARDSHIP SENDING AREA 6) SHEET 4 Or 37 Point Number 48, Northing, 695744.34, Easting, 528128.75 Point Number 49, Northing, 695721.15, Easting, 528107.76 Point Number 50, Northing, 695711.20, Easting, 528096.72 Point Number 51, Northing, 695696.85, Easting, 528082.37 Point Number 52, Northing, 695684.70, Easting, 528064.69 Point Number 53, Northing, 695674.76, Easting, 528051.44 Point Number 54, Northing, 695668.14, Easting, 528042.61 Point Number 55, Northing, 695654.89, Easting, 528033.78 Point Number 56, Northing, 695642.10, Easting, 528026.81 Point Number 57, Northing, 695635.46, Easting, 528028.80 Point Number 58, Northing, 695593.70, Easting, 528032.71 Point Number 59, Northing, 695553.25, Easting, 528043.15 Point Number 60, Northing, 695474,95, Easting, 528064.04 Point Number 61, Northing, 695348.36, Easting, 528109.71 Point Number 62, Northing, 695301.39, Easting, 528129.29 Point Number 63, Northing, 695139.58, Easting, 528212.80 Point Number 64, Northing, 695086.06, Easting, 528238.90 Point Number 65, Northing, 695015.59, Easting, 528276.75 Point Number 66, Northing, 694979.05, Easting, 528292.41 Point Number 67, Northing, 694959.23, Easting, 528306.94 Point Number 68, Northing, 694939.53, Easting, 528317.20 Point Number 69, Northing, 694918.82, Easting, 528326.27 Point Number 70, Northing, 694903.29, Easting, 528331.44 Point Number 71, Northing, 694885.17, Easting, 528337.27 Point Number 72, Northing, 694870.28, Easting, 528343.74 Point Number 73, Northing, 694855.40, Easting, 528347.63 Point Number 74, Northing, 694827.57, Easting, 528354.75 Point Number 75, Northing, 694813.98, Easting, 528355.39 Point Number 76, Northing, 694790.03, Easting, 528360.56 Point Number 77, Northing, 694760.26, Easting, 528364.45 Point Number 78, Northing, 694737.61, Easting, 528363.16 Point Number 79, Northing, 694702.01, Easting, 528365.10 Point Number 80, Northing, 694646.35, Easting, 528369.63 Point Number 81, Northing, 694619.82, Easting, 528368.34 Point Number 82, Northing, 694596.52, Easting, 528368,98 Point Number 83, Northing, 694572.50, Easting, 528369.29 Point Number 84, Northing, 694579.76, Easting, 528395.81 Point Number 85, Northing, 694587.04, Easting, 528422.70 Point Number 86, Northing, 694618,62, Easting, 528556.19 Point Number 87, Northing, 694639.94, Easting, 528682.46 Point Number 88, Northing, 694634.20, Easting, 528776.63 Point Number 89, Northing, 694596.56, Easting, 528894.26 Point Number 90, Northing, 694508.15, Easting, 528951.50 Point Number 91, Northing, 694409.08, Easting, 529018.96 3/2112005 149392 Vec 01! GLAND CA.a3 03312-007-000- - 0 OR; 3903 PG; 2749 17 C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9. TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6} SHEET 5 OF S7 Point Number 92, Northing, 694302.70, Easting, 529100.20 Point Number 93, Northing, 694061.50, Easting, 529289.96 Point Number 94, Northing, 693962.16, Easting, 529367.89 Point Number 95, Northing, 693842.37, Easting, 529427.86 Point Number 96, Northing, 693776.06, Easting, 529457.59 Point Number 97, Northing, 693768.48, Easting, 529460.99 Point Number 98, Northing, 693737.68, Easting, 529439.28 Point Number 99, Northing, 693725.42, Easting, 529435.17 Point Number 100, Northing, 693643.84, Easting, 529413.81 Point Number 101, Northing, 693586.91, Easting, 529408.30 Point Number 102, Northing, 693103.27, Easting, 529355.97 Point Number 103, Northing, 693078.61, Easting, 529346.45 Point Number 104, Northing, 693078.16, Easting, 529339.88 Point Number 105, Northing, 693076.04, Easting, 529307.96 Point Number 106, Northing, 693081.63, Easting, 529278.68 Point Number 107, Northing, 693099.94, Easting, 529182.80 Point Number 108, Northing, 693116.00, Easting, 529106.97 Point Number 109, Northing, 693123.50, Easting, 529071.60 Point Number 110, Northing, 693241.11, Easting, 528669.48 Point Number 111, Northing, 693297.15, Easting, 528510.17 Point Number 112, Northing, 693307.50, Easting, 528476.49 Point Number 113, Northing, 693338.70, Easting, 528374.95 Point Number 114, Northing, 693347.04, Easting, 528304.97 Point Number 115, Northing, 693347.42, Easting, 528301.81 Point Number 116, Northing, 693352.41, Easting, 528239.06 Point Number 117, Northing, 693348.08, Easting, 528226.17 Point Number 118, Northing, 693326.42, Easting, 528161.58 Point Number 119, Northing, 693268.03, Easting, 527985.52 Point Number 120, Northing, 693187.67, Easting, 527854.34 Point !Number 121, Northing, 693147.64, Easting, 527789.78 Point Number 122, Northing, 693117.30, Easting, 527740.84 Point Number 123, Northing, 692979,05, Easting, 527555.87 Point Number 124, Northing, 692938.73, Easting, 527495.51 Point Number 125, Northing, 692724.13, Easting, 527448.40 Point Number 126, Northing, 692693.33, Easting, 527426.69 Point Number 127, Northing, 692677.61, Easting, 527356.45 Point Number 128, Northing, 692660.28, Easting, 527209.33 Point Number 129, Northing, 692651.85, Easting, 527066.13 Point Number 130, Northing, 692645.46, Easting, 526957.47 Point Number 131, Northing, 692631.20, Easting, 526766.06 Point Number 132, Northing, 692616.53, Easting, 526569.05 Point Number 133, Northing, 692557.45, Easting, 525554.68 Point Number 134, Northing, 692545.71, Easting, 525423.94 Point Number 135, Northing, 692527.27, Easting, 525218.64 3l2112005- 149392 Ver 011- GLAND GA543 03312-007-000- 0 OR; 3903 PG: 2750 • 17C �. DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHLET 6 OF 37 Point Number 136, Northing, 692535.29, Easting, 525170.57 Point Number 137, Northing, 692539.46, Easting, 525145.58 Point Number 138, Northing, 692588.43, Easting, 525110.40 Point Number 139, Northing, 692618.38, Easting, 525088.86 Point Number 140, Northing, 692783.86, Easting, 524969.87 Point Number 141, Northing, 692877.78, Easting, 524908.87 Point Number 142, Northing, 692939.41, Easting, 524868.86 Point Number 143, Northing, 692987,25, Easting, 524852.16 Point Number 144, Northing, 693023.64, Easting, 524839.47 Point Number 145, Northing, 693097.84, Easting, 524856.24 Point Number 146, Northing, 693127.49, Easting, 524862.94 Point Number 147, Northing, 693156.48, Easting, 524874.74 Point Number 148, Northing, 693158.89, Easting, 524860.20 Point Number 149, Northing, 693201.89, Easting, 524808.86 Point Number 150, Northing, 693278.47, Easting, 524664.01 Point Number 151, Northing, 693315.03, Easting, 524591.54 Point Number 152, Northing, 693397.89, Easting, 524474.80 Point Number 153, Northing, 693479.50, Easting, 524410.41 Point Number 154, Northing, 693567.73, Easting, 524360.15 Point Number 155, Northing, 693652.39, Easting, 524313.31 Point Number 156, Northing, 693779.72, Easting, 524229.08 Point Number 157, Northing, 694037.79, Easting, 524064.18 Point Number 158, Northing, 694263.65, Easting, 523933.43 Point Number 159, Northing, 694395.29, Easting, 523884.84 Point Number 160, Northing, 694358.52, Easting, 523810.71 Point Number 161, Northing, 694122.04, Easting, 523333.94 Point Number 162, Northing, 694040.19, Easting, 523183.14 Point Number 163, Northing, 694016.06, Easting, 523138.67 Point Number 164, Northing, 693998.43, Easting, 523106.17 Point Number 165, Northing, 693996.85, Easting, 523014.69 Point Number 166, Northing, 694039.87, Easting, 522962.32 Point Number 167, Northing, 694239.71, Easting, 522831.94 Point Number 168, Northing, 694657.46, Easting, 522559.10 Point Number 169, Northing, 694789.30, Easting, 522472.99 Point Number 170, Northing, 694887.34, Easting, 522410.60 Point Number 171, Northing, 695226.01, Easting, 522195.11 Point Number 172, Northing, 695301.68, Easting, 522172.90 Point Number 173, Northing, 695338.64, Easting, 522180.29 Point Number 174, Northing, 695349.62, Easting, 522182,48 Point Number 175, Northing, 695439.13, Easting, 522249.37 Point Number 176, Northing, 695540.70, Easting, 522446.21 Point Number 177, Northing, 695581.22, Easting, 522566.02 Point Number 178, Northing, 695657.65, Easting, 522791.97 Point Number 179, Northing, 695673.25, Easting, 522817.68 3/2112005- 149392 Ver. 011-GLAND CA- 03312-007-000-- 0 OR; 3943 PG. 2751 17 C • DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AO-2 AREA {DELINEATION WITHIN STEWARDSHIP SENDING AREA 5) SHEET 7 OF 37 Point Number 180, Northing, 695690.55, Easting, 522846.19 Point Number 181, Northing, 695831.49, Easting, 522982.96 Point Number 182, Northing, 695840.89, Easting, 522990.36 Point Number 183, Northing, 695891.51, Easting, 523030.23 Point Number 184, Northing, 696003.94, Easting, 522920.97 Point Number 185, Northing, 696103.78, Easting, 522822.10 Point Number 186, Northing, 696171.73, Easting, 522746.90 Point Number 187, Northing, 696225.51, Easting, 522681.84 Point Number 188, Northing, 696261.05, Easting, 522651.25 Point Number 189, Northing, 696293.25, Easting, 522631.71 Point Number 190, Northing, 696288.21, Easting, 522624.40 Point Number 191, Northing, 696106.84, Easting, 5221 13.32 Point Number 192, Northing, 696074.65, Easting, 522032.40 Point Number 193, Northing, 696055.83, Easting, 522005.85 Point Number 194, Northing, 696039.74, Easting, 521987.80 Point Number 195, Northing, 696033.01, Easting, 521980-24 Point Number 196, Northing, 695981.77, Easting, 521946.32 Point Number 197, Northing, 695872.75, Easting, 521901.76 Point Number 198, Northing, 695752.68, Easting, 521841.73 Point Number 199, Northing, 695642.37, Easting, 521850.57 Point Number 200, Northing, 694594.89, Easting, 521988-93 Point Number 201, Northing, 694426.92, Easting, 522026.76 Point Number 202, Northing, 694342.69, Easting, 522055.13 Point Number 203, Northing, 694160.78, Easting, 522199.48 Paint Number 204, Northing, 694148.1 1, Easting, 522208.62 Point Number 205, Northing, 694058.14, Easting, 522273.96 Point Number 206, Northing, 693820.69, Easting, 522446.41 Point Number 207, Northing, 693674.39, Easting, 522560.49 Point Number 208, Northing, 693631.07, Easting, 522594.28 Point Number 209, Northing, 693457.20, Easting, 522719.51 Paint Number 210, Northing, 693349.74, Easting, 522766.62 Point Number 211, Northing, 693337.79, Easting, 522762.52 Point Number 212, Northing, 693319.39, Easting, 522756.23 Point Number 213, Northing, 693313.24, Easting, 522754,17 Point Number 214, Northing, 693300.81, Easting, 522750.02 Point Number 215, Northing, 693290.76, Easting, 522732.28 Point Number 216, Northing, 693268.00, Easting, 522692.11 Point Number 217, Northing, 693170.38, Easting, 622273.51 Point Number 218, Northing, 693106.28, Easting, 521998.65 Point Number 219, Northing, 693015.75, Easting, 521643.23 Point Number 220, Northing, 692820.55, Easting, 520876.86 Point Number 221, Northing, 692810.15, Easting, 520836.02 Point Number 222, Northing, 692804.49, Easting, 520813.80 Point Number 223, Northing, 692758.53, Easting, 520622.29 312112005- 149392 Ver: OV GLAND CA- 03312-007-000- - 0 OR; 3903 PG: 2?.52 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 FAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 8 OF 37 Point Number 224, Northing, 692735.50, Easting, 520526.33 Point Number 225, Northing, 692691.27, Easting, 520311.98 Point Number 226, Northing, 692703.21, Easting, 520281.38 Point Number 227, Northing, 692707.47, Easting, 520270.47 Point Number 228, Northing, 692931.41, Easting, 520220.61 Point Number 229, Northing, 693204.73, Easting, 520159.76 Point Number 230, Northing, 693473.28, Easting, 520100.00 Point Number 231, Northing, 693476.23, Easting, 520105.21 Point Number 232, Northing, 693611.44, Easting, 520069.65 Point Number 233, Northing, 693615.87, Easting, 520075.31 Point Number 234, Northing, 693702.16, Easting, 520431.83 Point Number 235, Northing, 694152.42, Easting, 520339.80 Point Number 236, Northing, 694212.32, Easting, 520375.57 Point Number 237, Northing, 694280.59, Easting, 520377.22 Point Number 238, Northing, 694565.52, Easting, 520372.62 Point Number 239, Northing, 694793,70, Easting, 520355.35 Point Number 240, Northing, 694795.86, Easting, 520359.78 Point Number 241, Northing, 694891.40, Easting, 520555.79 Point Number 242, Northing, 694928.43, Easting, 520594.91 Point Number 243, Northing, 695383.42, Easting, 520376.63 Point Number 244, Northing, 695427.79, Easting, 520355.52 Point Number 245, Northing, 695551.62, Easting, 520259.29 Point Number 246, Northing, 695653.97, Easting, 520109.51 Point Number 247, Northing, 695718.45, Easting, 519954.72 Point Number 248, Northing, 695710.17, Easting, 519825.08 Point Number 249, Northing, 695667.39, Easting, 519709.59 Point Number 250, Northing, 695593.03, Easting, 519643.07 Point Number251, Northing, 695469.36, Easting, 519575.35 Point Number 252, Northing, 695329.82, Easting, 519537.65 Point Number 253, Northing, 695035.32, Easting, 519625.84 Point Number 254, Northing, 694982.08, Easting, 519628.26 Point Number 255, Northing, 694802.39, Easting, 519372.73 Point Number 256, Northing, 694706.77, Easting, 519236.75 Point Number 257, Northing, 694824.90, Easting, 519060.64 Point Number 258, Northing, 695340.93, Easting, 518800.51 Point Number 259, Northing, 695626.48, Easting, 518656.61 Point Number 260, Northing, 695647.46, Easting, 518646.03 Point Number 261, Northing, 695677.29, Easting, 518631.56 Point Number 262, Northing, 695789.58, Easting, 518577.13 Point Number 263, Northing, 695790.77, Easting, 518527.65 Point Number 264, Northing, 695745.68, Easting, 518282.55 Point Number 265, Northing, 695690.07, Easting, 517980.31 Point Number 266, Northing, 695695.60, Easting, 517908.12 Point Number 267, Northing, 696444.84, Easting, 517541.44 312 VMS- 149392 Ver 011- GLAND CAW 09,912.007 000 0 • OR, 3903 PG; 2.753 7 C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1. 12 THRU 14. 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLCRIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENMNG AREA 6) SHEET 9 OF 37 Point Number 268, Northing, 696482.70, Easting, 517546.07 Point Number 269, Northing, 696579.27, Easting, 517806.58 Point Number 270, Northing, 696632.41, Easting, 517949.94 Point Number 271, Northing, 696640.43, Easting, 517972.87 Point Number 272, Northing, 696665.99, Easting, 518045.89 Point Number 273, Northing, 696784.02, Easting, 518383.35 Point Number 274, Northing, 696874.04, Easting, 518640.70 Point Number 275, Northing, 696873.62, Easting, 518643.23 Point Number 276, Northing, 696875.00, Easting, 518643.43 Point Number 277, Northing, 696886.85, Easting, 518677.30 Point Number 278, Northing, 697026.68, Easting, 519077.07 Point Number 279, Northing, 697079.30, Easting, 519227.48 Point Number 280, Northing, 697079.25, Easting, 519229.23 Point Number 281, Northing, 697143.36, Easting, 519421.02 Point Number 282, Northing, 697180.92, Easting, 519421.55 Thence along the north line of Section 4, Township 49 South, Range 29 East, Collier County, Florida to the northwest corner of Section 3, Township 49 South, Range 29 East, Collier County, Florida (Point Number 25, Northing, 697209.85, Easting, 519996.04) Thence along the north line of said Section 3 to (Point Number 284, Northing, 69721 1.92, Easting, 520411.26) Thence leaving said north line in straight line segments through the following vertices (Points 285 through 305 inclusive) Point Number 285, Northing, 697190.25, Easting, 520414.87 Point Number 286, Northing, 697182.48, Easting, 520418.26 Point Number 287, Northing, 697112.23, Easting, 520449.02 Point Number 288, Northing, 697042.53, Easting, 520470.90 Point Number 289, Northing, 696877.13, Easting, 520558.32 Point Number 290, Northing, 696796.80, Easting, 520582.87 Point Number291, Northing, 696793.61, Easting, 520588.89 Point Number 292, Northing, 696757.00, Easting, 520658.14 Point Number 293, Northing, 696744.45, Easting, 520707.36 Point Number 294, Northing, 696705.49, Easting, 520748.33 Point Number 295, Northing, 696696.81, Easting, 520793,93 Point Number 296, Northing, 696734.58, Easting, 520802.46 Point Number 297, Northing, 696760.13, Easting, 520844.98 Point Number 298, Northing, 696767.86, Easting, 520878.85 Point Number 299, Northing, 696852.86, Easting, 521251.18 Point Number 300, Northing, 696862.30, Easting, 521295.85 Point Number 301, Northing, 697029.33, Easting, 521307.33 Point Number 302, Northing, 697107.35, Easting, 521297.58 3/21/2005 149392 Ver_ 011- GLAND CApJ3 03312-007-000 0 OR: 3903 PG: 2754 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST. COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 10 OF 37 Point Number 303, Northing, 697138.30, Easting, 521293.36 Point Number 304, Northing, 697214.64, Easting, 521282.95 Point Number 305, Northing, 697216.28, Easting, 521282.95 Thence along the north line of the aforementioned Section 3 in straight line segments through the following two vertices (Points 26 & 307 inclusive) Point Number 26, Northing, 697223.10, Easting, 522648.31 Point Number 307, Northing, 697226.85, Easting, 523397.18 Thence leaving said north line in straight line segments through the following vertices (Points 308 through 449 inclusive) Point Number 308, Northing, 697156.12, Easting, 523404.36 Point Number 309, Northing, 697058.59, Easting, 523394.61 Point Number 310, Northing, 697029.33, Easting, 523375.11 Point Number 311, Northing, 696980.99, Easting, 523338.55 Point Number 312, Northing, 696975.20, Easting, 523332.45 Point Number 313, Northing, 696943.96, Easting, 523299.44 Point Number 314, Northing, 696939.19, Easting, 523262.34 Point Number 315, Northing, 696937.58, Easting, 523249.76 Point Number 316, Northing, 696909.02, Easting, 523172.84 Point Number 317, Northing, 696866.25, Easting, 523057.57 Point Number 318, Northing, 696822.91, Easting, 522965.08 Point Number 319, Northing, 696767.74, Easting, 522891.42 Point Number 320, Northing, 696625.51, Easting, 522807.84 Point Number 321, Northing, 696402.97, Easting, 522745.31 Point Number 322, Northing, 696328.53, Easting, 522682.49 Point Number 323, Northing, 696324.67, Easting, 522677.05 Point Number 324, Northing, 696264.58, Easting, 522721.21 Point Number 325, Northing, 696145.30, Easting, 522858.03 Point Number 326, Northing, 696002.34, Easting, 523012,78 Point Number 327, Northing, 695942.87, Easting, 523070.52 Point Number 328, Northing, 696036.44, Easting, 523144.08 Point Number 329, Northing, 696118.36, Easting, 523211.00 Point Number 330, Northing, 696278.33, Easting, 523348.22 Point Number 331, Northing, 696859.99, Easting, 523426.23 Point Number 332, Northing, 696460.16, Easting, 523523.98 Point Number 333, Northing, 696483.86, Easting, 523541.45 Point Number 334, Northing, 696583.27, Easting, 523614.71 Point Number 335, Northing, 696609.59, Easting, 523631.08 Point Number 336, Northing, 696646.87, Easting, 523654.26 Paint Number 337, Northing, 696652.96, Easting, 523664.10 Point Number 338, Northing, 696716.28, Easting, 523766.48 Point Number 339, Northing, 696721.73, Easting, 523786.47 M112W5- 149392 Ver Oil -GLAND GA- 03312-007-000- - 0 OR; 390.1; PG; 2755 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, HANGS 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 11 OF 37 Point Number 340, Northing, 696725.69, Easting, 523801.03 Point Number 341, Northing, 696738.53, Easting, 523848.06 Point Number 342, Northing, 696758.14, Easting, 523919.96 Point Number 343, Northing, 696742.96, Easting, 524016.26 Point Number 344, Northing, 696740.20, Easting, 524033.76 Point Number 345, Northing, 696703,82, Easting, 524284.37 Paint Number 346, Northing, 696697.74, Easting, 524359.83 Point Number 347, Northing, 696687.53, Easting, 524485.94 Point Number 348, Northing, 696676.57, Easting, 524626.64 Point Number 349, Northing, 696682.03, Easting, 524697.24 Point Number 350, Northing, 696689.87, Easting, 524799.14 Point Number 351, Northing, 696693.92, Easting, 524851.84 Point Number 352, Northing, 696709.41, Easting, 524997.06 Point Number 353, Northing, 696680.78, Easting, 525042.39 Point Number 354, Northing, 696673.85, Easting, 525053.32 Point Number 355, Northing, 696557.60, Easting, 525096.77 Point Number 356, Northing, 696309.87, Easting, 525189.36 Point Number 357, Northing, 696255.97, Easting, 525207.79 Point Number 358, Northing, 696247.05, Easting, 525210.84 Point Number 359, Northing, 695758.53, Easting, 525377.13 Point Number 360, Northing, 695664.69, Easting, 525409.07 Point Number 361, Northing, 695645.06, Easting, 525453.93 Point Number 362, Northing, 695643.41, Easting, 525473.70 Point Number 363, Northing, 695638.47, Easting, 525523.12 Point Number 364, Northing, 695636.83, Easting, 525554.42 Point Number 365, Northing, 695636.83, Easting, 525585.72 Point Number 366, Northing, 695650.00, Easting, 525623.61 Point Number 367, Northing, 695663.18, Easting, 525659.85 Point Number 368, Northing, 695679.01, Easting, 525704.33 Point Number 369, Northing, 695697.78, Easting, 525757.03 Point Number 370, Northing, 695722.49, Easting, 525819.63 Point Number 371, Northing, 695763.67, Easting, 525911.87 Point Number 372, Northing, 695786.72, Easting, 525967.88 Point Number 373, Northing, 695834.50, Easting, 526121.07 Point Number 374, Northing, 695888.85, Easting, 526279.21 Point Number 375, Northing, 69591 1.92, Easting, 526338.51 Point Number 376, Northing, 695938.27, Easting, 526397.82 Point Number 377, Northing, 695956.40, Easting, 526473.58 Point Number 378, Northing, 695972.87, Easting, 526513.12 Paint Number 379, Northing, 695990.98, Easting, 526547,71 Point Number 380, Northing, 696005.81, Easting, 526595,48 Point Number 381, Northing, 696017.35, Easting, 526639.96 Point Number 382, Northing, 696032.16, Easting, 526686.08 Point Number 383, Northing, 696042.05, Easting, 526740.44 312112005- 149392 Ver 01!- GLAND cA.<3 C3312.007 000- 0 OR; 3903 PG; 2756 17C - DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 12 OF 37 Point Number 384, Northing, 696055.23, Easting, 526807.98 Point Number 385, Northing, 696081.58, Easting, 526910.11 Point Number 386, Northing, 696126.06, Easting, 527050.13 Point Number 387, Northing, 696133.34, Easting, 527082.92 Point Number 388, Northing, 696149.12, Easting, 527153,90 Point Number 389, Northing, 696172.18, Easting, 527229.68 Point Number 390, Northing, 696184.69, Easting, 527281.09 Point Number 391, Northing, 696187.01, Easting, 527290.63 Point Number 392, Northing, 696208.42, Easting, 527330.16 Point Number 393, Northing, 696224.89, Easting, 527377.93 Point Number 394, Northing, 696238.08, Easting, 527396.06 Point Number 395, Northing, 696244.66, Easting, 527427.35 Point Number 396, Northing, 696247.96, Easting, 527461.95 Point Number 397, Northing, 696243,02, Easting, 527486.66 Point Number 398, Northing, 696232.10, Easting, 527488.39 Point Number 399, Northing, 696227.98, Easting, 527489.39 Point Number 400, Northing, 696222.35, Easting, 527490.75 Point Number 401, Northing, 696220.14, Easting, 527490.08 Point Number 402, Northing, 696176.85, Easting, 527508.89 Point Number 403, Northing, 696082.61, Easting, 527545.93 Point Number 404, Northing, 695995.09, Easting, 527562.76 Point Number 405, Northing, 695971.53, Easting, 527569.48 Point Number 406, Northing, 695904.21, Easting, 527599.78 Point Number 407, Northing, 695860.43, Easting, 527616.62 Point Number 408, Northing, 695887.37, Easting, 527657.01 Point Number 409, Northing, 695907.57, Easting, 527704.13 Point Number 410, Northing, 695897.47, Easting, 527741.16 Point Number 411, Northing, 695880.64, Easting, 527751.25 Point Number 412, Northing, 695853.71, Easting, 527751.25 Point Number 413, Northing, 695826.77, Easting, 527747.89 Point Number 414, Northing, 695783.02, Easting, 527741.16 Point Number 415, Northing, 695766.19, Easting, 527754.62 Point Number 416, Northing, 695739.26, Easting, 527784.92 Point Number 417, Northing, 695712.35, Easting, 527845.51 Point Number 418, Northing, 695685.71, Easting, 527905.45 Point Number 419, Northing, 695685.85, Easting, 527907.48 Point Number 420, Northing, 695687.22, Easting, 527926.74 Point Number 421, Northing, 695688.64, Easting, 527944,42 Point Number 422, Northing, 695691.46, Easting, 527967.74 Point Number 423, Northing, 695694.29, Easting, 527986.82 Point Number 424, Northing, 695696.41, Easting, 528003.78 Point Number 425, Northing, 695702.06, Easting, 528022.15 Point Number 426, Northing, 695707.72, Easting, 528032.06 Point Number 427, Northing, 695720.04, Easting, 528050.34 M 112006 149392 Ver. 01!-GLAND cAa0 03312-007-000 D OR; 3903 PG: 27157 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1. 12 THHU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA {AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 8l SHEET 13 OF 37 Point Number 428, Northing, 695723.04, Easting, 528052.81 Point Number 429, Northing, 695738.82, Easting, 528065.81 Point Number 430, Northing, 695755.38, Easting, 528071.32 Point Number 431, Northing, 695768.63, Easting, 528081.26 Point Number 432, Northing, 695783.71, Easting, 528093.72 Point Number 433, Northing, 695780.70, Easting, 528098.86 Point Number 434, Northing, 695788.47, Easting, 528106.04 Point Number 435, Northing, 695938.70, Easting, 527938.53 Point Number 436, Northing, 696160,85, Easting, 527674.96 Point Number 437, Northing, 696185.37, Easting, 527668.57 Point Number 438, Northing, 696322.49, Easting, 527755.72 Point Number 439, Northing, 696570.08, Easting, 527880.48 Point Number 440, Northing, 696704.40, Easting, 527939.63 Point Number 441, Northing, 696749.02, Easting, 527963.32 Point Number 442, Northing, 696809.55, Easting, 527975.26 Point Number 443, Northing, 696867.92, Easting, 527987.16 Point Number 444, Northing, 696867.98, Easting, 527984.31 Point Number 445, Northing, 696922.59, Easting, 527992.76 Point Number 446, Northing, 696967,40, Easting, 528009.57 Point Number 447, Northing, 697045.83, Easting, 528009.57 Point Number 448, Northing, 697135.45, Easting, 528003.97 Point Number 449, Northing, 697254.64, Easting, 527981.77 Thence along the north fine of the aforementioned Section 2 in straight line segments through the following vertices (Points 28 through 29 inclusive) Point Number 28, Northing, 697254.82, Easting, 528007.72 Point Number 29, Northing, 697265.29, Easting, 529543.21 (POINT OF BEGINNING) Containing 739.28 acres, more or less. Subject to easements of record. Bearings are based on the north line of Section 2, Township 49 South, Range 29 East, Collier County, Florida being South 89°36'33" West. LESS & EXCEPT FROM AGRICULTURAL PARCEL 1-1 THE FOLLOWING PARCEL 1-1 A All that part of Sections 2 & 3 Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 2, Township 49 South, Range 29 East, Collier County, Florida (Point Number 27, Northing, 697236.36, Easting, 525300.57); 3/21/2005 149392 Ver. 011, GLAND CA— 03312-D07-000--0 OR: 3903 PG; 11158 17C_. DESCRIPTION OF LANDS LYING WITHIN SECTIONS 21'HRU 9. TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 14 OF 37 Thence along the west line of said Section 2 South 08026'42" East 1636.02 feet to the POINT OF BEGINNING (Point Number 450,Northing, 695618.07,East ing, 525540.84) Thence leaving said west line in straight line segments through the following vertices (Points 451 through 620 inclusive) Point Number 451,Northing, 695618.36,Easting, 525549.66 Paint Number 452,Northing, 695618.01,Easting, 525570.98 Point Number 453,Northing, 695623.69,Easting, 525596.20 Point Number 454,Northing, 695634.00,Easting, 525626.40 Point Number 455,Northing, 695645.06,Easting, 525654.90 Point Number 456,Northing, 695663.18,Easting, 525720.80 Point Number 457,Northing, 695666.70,Easting, 525730.42 Point Number 458,Northing, 695687.89,Easting, 525788.33 Point Number 459,Northing, 695740.60,East ing, 525921.76 Point Number 460,Northing, 695760.37,Easting, 525977.76 Point Number 461,Northing, 695790.02,Easting, 526060.12 Point Number 462,Northing, 695822.96,Easting, 526145.78 Point Number 463,Northing, 695850.97,Easting, 526210.03 Point Number 464,Northing, 695874.03,Easting, 526295.69 Point Number 465,Northing, 695897.09,Easting, 526359.93 Point Number 466,Northing, 695913.56,Easting, 526417.59 Point Number 467,Northing, 695930.03,Easting, 526471.94 Point Number 468,Northing, 695946.50,Easting, 526511.48 Point Number 469,Northing, 695967.93,East ing, 526575.72 Point Number 470,Northing, 695994.28,Easting, 526646.56 Point Number 471,Northing, 696017.35,Easting, 526742.09 Point Number472,Northing, 696040.21,Easting, 526817.60 Point Number 473,Northing, 696048.80,Easting, 526848.35 Point Number 474,Northing, 696058.80,Easting, 526882.67 Point Number 475,Northing, 696068.82,Easting, 526926.28 Point Number 476,Northing, 696090.98,Easting, 527005.65 Point Number 477,Northing, 696103.14,Easting, 527037.12 Point Number 478,Northing, 696113.86,Easting, 527074.30 Point Number 479,Northing, 696128.16,Easting, 527116.48 Point Number 480,Northing, 696138.88,Easting, 527150.80 Point Number 481,Northing, 696139.80,Easting, 527154.21 Point Number 482,Northing, 696140.12,Easting, 527155.41 Paint Number 483,Northing, 696146.75,Easting, 527180.13 Point Number 484,Northing, 696156.04,Easting, 527206.58 Point Number 485,Northing, 696161.06,Easting, 527225.88 Point Number 486,Northing, 696164.63,Easting, 527258.78 Point Number 487,Northing, 696169.60,Easting, 527279.18 Point Number 488,Northing, 696171.06,Easting, 527285.23 JV2112005- 149392 Ver: 0V GLAND Cn.43 03312-007-000-- 0 OR: 3903 PG; 21759 17C • DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 15 OF 37 Point Number 489,Northing, 696190.37,Easting, 527323.12 Point Number 490,Northing, 696201.10,Easting, 527361.73 Point Number491,Northing, 696207.53,Easting, 527369.61 Point Number 492,Northing, 696214.07,Easting, 527394.98 Point Number 493,Northing, 696216.73,Easting, 527406.47 Point Number 494,Northing, 696216.73,Easting, 527411.46 Point Number 495,Northing, 696216.73,Easting, 527425.10 Point Number 496,Northing, 696216.06,Easting, 527433,28 Point Number 497,Northing, 696149.93,Easting, 527448.31 Point Number 498,Northing, 696109.54,Easting, 527465.13 Point Number 499,Northing, 696065.77,Easting, 527488.71 Point Number 500,Northing, 696025.39,Easting, 527505.55 Point Number 501,Northing, 695971.53,Easting, 527515.63 Point Number 502,Northing, 695934.49,Easting, 527519.00 Point Number503,Northing, 695884.01,Easting, 527519.00 Point Number 504,Northing, 695840.25,Easting, 527542.55 Paint Number 505,Northing, 695809.95,Easting, 527579.59 Point Number 506,Northing, 695793.11,Easting, 527593.05 Point Number 507,Northing, 695762.83,Easting, 527626.72 Point Number 508,Northing, 695735.90,Easting, 527653.65 Point Number 509,Northing, 695708.97,Easting, 527680.58 Point Number 510,Northing, 695685.40,Easting, 527707.50 Point Number 51 1,Northing, 695639.45,Easting, 527738.75 Point Number 512,Northing, 695639.45,Easting, 527756.25 Point Number 513,Northing, 695635.65,Easting, 527790.38 Point Number 514,Northing, 695616.39,Easting, 527836.45 Point Number 515,Northing, 695626.30,East ing, 527851.39 Point Number 516,Northing, 695614.59,Easting, 527880.03 Point Number 517,Northing, 695613.29,Easting, 527906.13 Point Number 518,Northing, 695614.59,Easting, 527932.23 Point Number 519,Northing, 695619.80,Easting, 527955.71 Point Number 520,Northing, 695613.29,East ing, 527976.60 Point Number 521,Northing, 695591.10,Easting, 527981.81 Point Number 522,Northing, 695554.55,Easting, 527983,12 Point Number 523,Northing, 695520.62,East ing, 527992.26 Point Number 524,Northing, 695481.47,Easting, 528011.84 Point Number 525,Northing, 695452.76,Easting, 528024.89 Point Number 526,Northing, 695424.05,Easting, 528032.71 Point Number 527,Northing, 695388.82,Easting, 528044.46 Point Number 528,Northing, 695323.57,Easting, 528077.09 Point Number 529,Northing, 695292.25,Easting, 528091.44 Point Number 530,Northing, 695259.63,East ing, 528100.57 Point Number 531,Northing, 695234.84,Easting, 528111.01 Point Number 532,Northing, 695194.38,Easting, 528131.89 3;2V2005 149392 Ver OV GLAND C" 03312-007-000--0 OR: 3903 PG; 276017C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9.. TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24. TOWNSHIP 49 SOUTH. RANGE 28 EAST, COLLIER COUNTY. FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 16 OF 37 Point Number 533,Northing, 695169.59,Easting, 528146.25 Point Number 534,Northing, 695083.45,Easting, 528194.52 Point Number 535,Northing, 695037.78,Easting, 528212.80 Point Number 536,Northing, 695007.76,Easting, 528228.46 Point Number 537,Northing, 694985.58,East ing, 528240.21 Point Number 538,Northing, 694920.33,Easting, 528281.97 Point Number 539,Northing, 694902.37,Easting, 528286.75 Point Number 540,Northing, 694890.84,Easting, 528295.60 Point Number 541,Northing, 694873.64,Easting, 528306.72 Point Number 542,Northing, 694857.47,Easting, 528312.79 Point Number 543,Northing, 694831.16,Easting, 528322.91 Point Number 544,Northing, 694816.00,Easting, 528327.96 Point Number 545,Northing, 694802.85,Easting, 528334.03 Point Number 546,Northing, 694789.80,Easting, 528336.81 Point Number 547,Northing, 694773.52,Easting, 528341.11 Point Number 548,Northing, 694747.24,Easting, 528342.12 Point Number 549,Northing, 694674.43,Easting, 528344.14 Point Number 550,Northing, 694589.48,Easting, 528344.14 Point Number 551,Northing, 694566.42,Easting, 528347.03 Point Number 552,Northing, 694558.26,Easting, 528317.21 Point Number 553,Northing, 694555.04,Easting, 528312.61 Point Number 554,Northing, 694517.86,Easting, 528260.34 Point Number 555,Northing, 694457.09,Easting, 528182.02 Point Number 556,Northing, 694395.74,Easting, 528128.14 Point Number 557,Northing, 694344.50,Easting, 528088.47 Point Number 558,Northing, 694304.18,East ing, 528028.11 Point Number 559,Northing, 694292.03,Easting, 527954.48 Point Number 560,Northing, 694290.49,Easting, 527874.10 Point Number 561,Northing, 694323.81,Easting, 527791.09 Point Number 562,Northing, 694378.09,Easting, 527705.07 Point Number 563,Northing, 694463.85,East ing, 527612.85 Point Number 564,Northing, 694524.50,Easting, 527551.45 Point Number 565,Northing, 694554.27,Easting, 527471.83 Point Number 566,Northing, 694599.80,Easting, 527315,74 Point Number 567,Northing, 694630.15,Easting, 527211.70 Point Number 568,Northing, 694646.84,Easting, 527096.84 Point Number 569,Northing, 694631.56,Easting, 527009,14 Point Number 570,Northing, 694625.36,Easting, 526983.30 Point Number 571,Northing, 694618.90,Easting, 526956.44 Point Number 572,Northing, 694599.62,Easting, 526889.61 Point Number 573,Norihing, 694518.75,Easting, 526779.37 Point Number 574,Northing, 694467.75,Easting, 526729.22 Point Number 575,Northing, 694437.95,Easting, 526665.63 Point Number 576,Northing, 694408.17,Easting, 526602.03 3/21l2005- 1493S2 Ver 916 GLAND CA143 03312-007-90D-- 0 OR: 3903 P0; 2761 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2THRU 9, TOWNSHIP 49 SOUTH. RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 17 OF 37 Point Number 577,Northing, 694396.27,Easting, 526517.92 Point Number 578,Northing, 694380.98,Easting, 526430.22 Point Number 579,Northing, 694387.16,Easting, 526318.61 Point Number 580,Northing, 694400.78,Easting, 526186.20 Point Number581,Northing, 694396.18,Easting, 526088.28 Point Number 582,Northing, 694370.30,Easting, 526007.33 Point Number 583,Northing, 694309.11,Easting, 525946.46 Point Number 584,Northing, 694247.26,Easting, 525913.52 Point Number 585,Northing, 694189.69,Easting, 525893.43 Point Number 586,Northing, 694150.65,Easting, 525879.75 Point Number 587,Northing, 694085.49,Easting, 525839.74 Point Number 588,Northing, 694051.29,Easting, 525814.46 Point Number 589,Northing, 693947.15,Easting, 525658.25 Point Number 590,Northing, 693813.40,Easting, 525431.46 Point Number591,Northing, 693747.19,Easting, 525290.14 Point Number 592,Northing, 693686.93,Easting, 525190.87 Point Number 593,Northing, 693616.07,Easting, 525098.34 Point Number 594,Northing, 693516.53,Easting, 525040.04 Point Number 595,Northing, 693385.70,Easting, 524980.98 Point Number 596,Northing, 693313.40,Easting, 524947,78 Point Number 597,Northing, 693223.84,Easting, 524902.47 Point Number 598,Northing, 693231.44,Easting, 524882.92 Point Number 599,Northing, 693296.48,Easting, 524783.21 Point Number 600,Northing, 693350.85,Easting, 524693.71 Point Number 601,Northing, 693412.51,Easting, 524590.42 Point Number 602,Northing, 693483.76,East ing, 524522.28 Point Number 603,Northing, 693622.04,Easting, 524417.36 Point Number 604,Northing, 693975.45,Easting, 524195.39 Point Number 605,Northing, 694092.09,Easting, 524121.38 Point Number 606,Northing, 694310.32,Easting, 524018.40 Point Number 607,Northing, 694431.36,Easting, 523957.63 Point Number 608,Northing, 694527.57,Easting, 524151.67 Point Number 609,Northing, 694754.85,Easting, 524599.66 Point Number 610,Northing, 694988.01,Easting, 525059.28 Point Number 611,Northing, 695016.89,Easting, 525116.08 Point Number 612,Northing, 695223.98,Easting, 525496,07 Point Number 613,Northing, 695228.96,Easting, 525505.22 Point Number 614,Northing, 695231 .45,Easting, 525509.82 Point Number 615,Northing, 695272.74,East ing, 525529.94 Point Number 616,Northing, 695463.85,Easting, 525477.44 Point Number 617,Northing, 695613.03,Easting, 525426.65 Point Number 618,Northing, 695615.42,Easting, 525445.70 Point Number 619,Northing, 695613.76,Easting, 525468.76 Point Number 620,Northing, 695617.06,Easting, 525509.94 X2 V2005- 14s392 Ver o11 GLAND CAP a3 03312 007 000- 0 OR; 3903 P0; 216, 7 DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2THRU 9. TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24,. TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 18 OF 37 Point Number 450,Northing, 695618.07,Easting, 525540.84 (POINT OF BEGINNING) Containing 132.28 acres, more or less. Subject to easements of record. NET ACREAGE PARCEL 1-1 739.28 acres PARCEL 1-1 A-132.28 acres AGRICULTURAL PARCEL 1-1 NET ACREAGE 607.00 acres 3121r2005- 149392 Ver: 011-SLAN❑ cA- 038W-007-000 - 0 OR: 3903 PG: 2363 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLI ER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 19 OF 37 AGRICULTURAL PARCEL 1-2 All that part of Section 2 Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 2, Township 49 South, Range 29 East, Collier County, Florida (Point Number 27, Northing, 697236.36, Easting, 525300.57); Thence along the north line of said Section 2 North 89036'33" East 1461.46 feet to the POINT OF BEGINNING (Point Number 621, Northing, 697246.32, Easting, 526762.00) Thence leaving said north line in straight line segments through the following vertices (Points 622 through 635 & 621 inclusive) Point Number 622, Northing, 697249.52, Easting, 527236.76 Point Number 623, Northing, 697093.16, Easting, 527236.57 Point Number 624, Northing, 697079.44, Easting, 527236.55 Point Number 625, Northing, 697073.10, Easting, 527235.60 Point Number 626, Northing, 696967.40, Easting, 527219.75 Point Number 627, Northing, 696933.97, Easting, 527186.32 Point Number 628, Northing, 696922.59, Easting, 527174.94 Point Number 629, Northing, 696929.91, Easting, 5271 19.96 Point Number 630, Northing, 696933.79, Easting, 527090.91 Point Number 631, Northing, 696953.91, Easting, 527060.73 Point Number 632, Northing, 696989.81, Easting, 627006.89 Point Number 633, Northing, 697064.78, Easting, 526937.27 Point Number 634, Northing, 697068.23, Easting, 526934.07 Point Number 635, Northing, 697146.65, Easting, 526855.65 Point Number 621, Northing, 697246.32, Easting, 526762.00 (POINT OF BEGINNING) Containing 2.30 acres, more or less Subject to easements and restrictions of record. Bearings are based on the north line of Section 2, 89036'33" East 312112005- 149392 Ver. 01I- GLAND CAk63 03312007 000 0 Township 49 South, Range 29 East being North OR: 3903 PG: 2764 17 C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST. COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 20 OF 37 AGRICULTURAL PARCEL 1-3 All that part of Sections 1, 12 & 13 Township 49 South, Range 28 East Collier County, Florida and Sections 5 thru 8, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southwest corner of Section 12, Township 49 South, Range 28 East, Collier County, Florida (Point Number 15, Northing, 697236.36, Easting, 525300.57); Thence along the west line of said Section 12 North 00°22'32" East 27.51 feet to the POINT OF BEGINNING (Point Number 636, Northing, 682926.11, Easting, 500674.80) Thence leaving said west line in straight line segments through the following vertices (Points 637 through 991 & 636 inclusive) Point Number 637, Northing, 682975.45, Easting, 500675.13 Point Number 638, Northing, 682976.04, Easting, 500957.54 Point Number 639, Northing, 682976.58, Easting, 501220.08 Point Number 640, Northing, 682978.10, Easting, 501962.88 Point Number 641, Northing, 682978.70, Easting, 502254.22 Point Number 642, Northing, 682978.15, Easting, 502635.32 Point Number 643, Northing, 682977.66, Easting, 502977.35 Point Number 644, Northing, 683000.81, Easting, 502968.05 Point Number 645, Northing, 683046.33, Easting, 502982.31 Point Number 646, Northing, 683065.13, Easting, 503025.25 Point Number 647, Northing, 683060.10, Easting, 503091.10 Point Number 648, Northing, 683085.66, Easting, 503118.03 Point Number 649, Northing, 683108.96, Easting, 503102.16 Point Number 650, Northing, 683139.45, Easting, 503060.17 Point Number 651, Northing, 683182.25, Easting, 503051.34 Point Number 652, Northing, 683234.31, Easting, 503065.74 Point Number 653, Northing, 683259.81, Easting, 503095.94 Point Number 654, Northing, 683274.74, Easting, 503155.46 Point Number 655, Northing, 683270.11, Easting, 503211.25 Point Number 656, Northing, 683256.15, Easting, 503247.06 Point Number 657, Northing, 683244.35, Easting, 503352.23 Point Number 658, Northing, 684689.22, Easting, 503366.68 Point Number 659, Northing, 685467.13, Easting, 503355.34 Point Number 660, Northing, 687254.29, Easting, 503359.83 Point Number 661, Northing, 688130.55, Easting, 503395.67 Point Number 662, Northing, 688203.44, Easting, 503361.32 Point Number 663, Northing, 689574.13, Easting, 503020.13 Point Number 664, Northing, 690469.73, Easting, 503586.02 3I2112006-149392 Ver. 011-GLAND cAp43 03312-007-000--0 OR; 3903 PG. 2.765 17 C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 8 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY. FLCRIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHFFT 21 OF 37 Point Number 665, Northing, 691270.62, Easting, 504113.95 Point Number 666, Northing, 691638.29, Easting, 504343.00 Point Number 667, Northing, 692514.49, Easting, 502968.08 Point Number 668, Northing, 692528.50, Easting, 502934.45 Point Number 669, Northing, 692550.92, Easting, 502884.00 Point Number 670, Northing, 692564.94, Easting, 502841.95 Point Number 671, Northing, 692567.74, Easting, 502B19.53 Point Number 672, Northing, 692570.54, Easting, 502791.50 Point Number 673, Northing, 692564.93, Easting, 502755.42 Point Number 674, Northing, 692564.42, Easting, 502755.34 Point Number 675, Northing, 692564.60, Easting, 502753.25 Point Number 676, Northing, 692560.52, Easting, 502695.42 Point Number 677, Northing, 692528.14, Easting, 502562.93 Point Number 678, Northing, 692487.91, Easting, 502413.61 Point Number 679, Northing, 692465.70, Easting, 502314.24 Point Number 680, Northing, 692465.76, Easting, 502300.34 Point Number 681, Northing, 692512.17, Easting, 502288.78 Point Number 682, Northing, 692523.21, Easting, 502361.16 Point Number 683, Northing, 692558.40, Easting, 502501.95 Point Number 684, Northing, 692607.69, Easting, 502687.31 Point Number 685, Northing, 692617.07, Easting, 502797.58 Point Number 686, Northing, 692613.19, Easting, 502854.37 Point Number 687, Northing, 692583.16, Easting, 502930,23 Point Number 688, Northing, 692509.14, Easting, 503032.22 Point Number 689, Northing, 691662.10, Easting, 504355.58 Point Number 690, Northing, 691680.33, Easting, 504362.00 Point Number 691, Northing, 691688.51, Easting, 504364.88 Point Number 692, Northing, 691691.09, Easting, 504366.00 Point Number 693, Northing, 691702.54, Easting, 504370.97 Point Number 694, Northing, 691914.83, Easting, 504499.60 Point Number 695, Northing, 693134.61, Easting, 505310.94 Point Number 696, Northing, 693154.53, Easting, 505324.22 Point Number 697, Northing, 693164.68, Easting, 505330.99 Point Number 698, Northing, 693155.63, Easting, 505353.78 Point Number 699, Northing, 693153.29, Easting, 505359.67 Point Number 700, Northing, 693118.53, Easting, 505439.18 Point Number 701, Northing, 693111.98, Easting, 505449.84 Point Number 702, Northing, 693110.21, Easting, 505452.73 Point Number 703, Northing, 693057.61, Easting, 505504.89 Point Number 704, Northing, 693031.91, Easting, 505581.52 Point Number 705, Northing, 693026.01, Easting, 505590.92 Point Number 706, Northing, 693025.06, Easting, 505592.45 Point Number 707, Northing, 693007.68, Easting, 505620.01 Point Number 708, Northing, 692883.91, Easting, 505816.28 3l2112005 149392 Ver: OV GLAND c- 03312-907-DDO- - 0 OR; 3903 PG; 2766 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14.23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 22 OF 37 Paint Number 709, Northing, 692708.62, Easting, 506094.34 Point Number 710, Northing, 692627.40, Easting, 506223.05 Point Number 711, Northing, 692623.35, Easting, 506229.53 Point Number 712, Northing, 692485.50, Easting, 506448.12 Point Number 713, Northing, 692354.08, Easting, 506656.55 Point Number 714, Northing, 692147.14, Easting, 507009.42 Point Number 715, Northing, 692078.63, Easting, 507130.62 Point Number 716, Northing, 692069,26, Easting, 507147.25 Point Number 717, Northing, 692059.56, Easting, 507164.50 Point Number 718, Northing, 692024.30, Easting, 507132.57 Point Number 719, Northing, 692016.89, Easting, 507125.85 Point Number 720, Northing, 691890.99, Easting, 507314.70 Point Number 721, Northing, 691826.70, Easting, 507419.60 Point Number 722, Northing, 691492.31, Easting, 507965.18 Point Number 723, Northing, 690808.27, Easting, 509022.73 Point Number 724, Northing, 689901.80, Easting, 510453.77 Point Number 725, Northing, 689133.86, Easting, 511680.90 Point Number 726, Northing, 689234.17, Easting, 511687.40 Point Number 727, Northing, 689455.02, Easting, 511701.55 Point Number 728, Northing, 690054.14, Easting, 51 1739.94 Point Number 729, Northing, 690155.17, Easting, 511765.83 Point Number 730, Northing, 690204.44, Easting, 511772.48 Point Number 731, Northing, 690223.97, Easting, 511775.12 Point Number 732, Northing, 690241.85, Easting, 511778.53 Point Number 733, Northing, 690263.02, Easting, 511782.56 Point Number 734, Northing, 690348.54, Easting, 511788.14 Point Number 735, Northing, 690366.78, Easting, 511788.67 Point Number 736, Northing, 69041 1.76, Easting, 511790.00 Point Number 737, Northing, 690430.16, Easting, 511792.45 Point Number 738, Northing, 690439.65, Easting, 511793.72 Point Number 739, Northing, 690461.04, Easting, 511801.15 Point Number 740, Northing, 690482.42, Easting, 511808.59 Point Number 741, Northing, 690493.57, Easting, 511821.61 Point Number 742, Northing, 690494.19, Easting, 511822.85 Point Number 743, Northing, 690501.01, Easting, 511836.48 Point Number 744, Northing, 690501.45, Easting, 51 1862.11 Point Number 745, Northing, 690501.88, Easting, 511887.02 Point Number 746, Northing, 690486.27, Easting, 511892.38 Point Number 747, Northing, 690519.64, Easting, 512194.39 Point Number 748, Northing, 690523.75, Easting, 512230.27 Point Number 749, Northing, 690532.07, Easting, 512302.78 Point Number 750, Northing, 690532.45, Easting, 512306.28 Point Number 751, Northing, 690548.43, Easting, 512445.77 Point Number 752, Northing, 690559.57, Easting, 512583.07 3121/2005 149392 V.;. 011-GLAN❑ caxao 03312-007 000- - 0 OR; 3903 PO; 2767 7G DESCRIPTION Or LANDS LYING WITHIN SECTIONS 2 THRU 9. TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY. FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 23 OF 37 Point Number 753, Northing, 690564.86, Easting, 512648.14 Point Number 754, Northing, 690565.90, Easting, 512725.30 Point Number 755, Northing, 690566.26, Easting, 512751.32 Point Number 756, Northing, 690560.44, Easting, 512993.01 Point Number 757, Northing, 690560.18, Easting, 513003.70 Point Number 758, Northing, 690560.09, Easting, 513007.59 Point Number 759, Northing, 690559.31, Easting, 513047.99 Point Number 760, Northing, 690558.28, Easting, 513101.86 Point Number 761, Northing, 690558.19, Easting, 513105.55 Point Number 762, Northing, 690566.14, Easting, 513114.49 Point Number 763, Northing, 690580.21, Easting, 513130.33 Point Number 764, Northing, 690582.97, Easting, 513133.53 Point Number 765, Northing, 690584.90, Easting, 513135.78 Point Number 766, Northing, 690638.91, Easting, 513205.38 Point Number 767, Northing, 690840.32, Easting, 513464.97 Point Number 768, Northing, 690843.20, Easting, 513468.74 Point Number 769, Northing, 690886.44, Easting, 513524.44 Point Number 770, Northing, 690901.46, Easting, 513544.32 Point Number 771, Northing, 690919.19, Easting, 513563.04 Point Number 772, Northing, 690919.50, Easting, 513563.50 Point Number 773, Northing, 690921.70, Easting, 513566.80 Point Number 774, Northing, 690956.19, Easting, 513616.33 Point Number 775, Northing, 690958.10, Easting, 513686.81 Point Number 776, Northing, 690960.07, Easting, 513759.42 Point Number 777, Northing, 690963.78, Easting, 514585.08 Point Number 778, Northing, 690963.94, Easting, 514618.83 Point Number 779, !Northing, 690955.75, Easting, 514626.09 Point Number 780, Northing, 690930.08, Easting, 514648.85 Point Number 781, Northing, 690875.05, Easting, 514663.86 Point Number 782, Northing, 689834.30, Easting, 514516.26 Point Number 783, Northing, 689561.37, Easting, 514479.12 Point Number 784, Northing, 689043.74, Easting, 514408.69 Point Number 785, Northing, 689027.86, Easting, 514401.36 Point Number 786, Northing, 689011.22, Easting, 514393.68 Point Number 787, Northing, 689008.69, Easting, 514386.71 Point Number 788, Northing, 689001.22, Easting, 514366.14 Point Number 789, Northing, 688998.54, Easting, 514339.44 Point Number 790, Northing, 688996.20, Easting, 514316.12 Point Number 791, Northing, 688998.85, Easting, 514275.21 Point Number 792, Northing, 689001.22, Easting, 514238.56 Point Number 793, Northing, 688977.09, Easting, 513784.31 Point Number 794, Northing, 688975.44, Easting, 513741.95 Point Number 795, Northing, 688973.99, Easting, 513704.30 Point Number 796, Northing, 688964.79, Easting, 513461.85 3r2112005 149392 V.r 011-GLAND cnra, 03312-007 000 0 OR: 3903 PG. 2768 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST. COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 24 OF 37 Point Number 797, Northing, 688933.66, Easting, 513387.73 Point Number 798, Northing, 688851.07, Easting, 513326.97 Point Number 799, Northing, 688724.52, Easting, 513272.54 Point Number 800, Northing, 688632.25, Easting, 513231.47 Point Number 801, Northing, 688594.37, Easting, 513214.52 Point Number 802, Northing, 688369.45, Easting, 513146.61 Point Number 803, Northing, 688228.27, Easting, 513091.83 Point Number 804, Northing, 688166.34, Easting, 513083.13 Point Number 805, Northing, 688157.41, Easting, 513302.97 Point Number 806, Northing, 688171.91, Easting, 513761.51 Point Number 807, Northing, 688169.99, Easting, 513989.94 Point Number 808, Northing, 688169.94, Easting, 513996.31 Point Number 809, Northing, 688160.42, Easting, 514087.72 Point Number 810, Northing, 688153.30, Easting, 5141 13.64 Point Number 811, Northing, 688149.78, Easting, 514124.77 Point Number 812, Northing, 688147.69, Easting, 514131.38 Point Number 813, Northing, 688077.70, Easting, 514155.36 Point Number 814, Northing, 687949.88, Easting, 514170.55 Point Number 815, Northing, 687692.91, Easting, 514201.11 Point Number 816, Northing, 687361.63, Easting, 514257.86 Point Number 817, Northing, 687198.17, Easting, 514285.87 Point Number 818, Northing, 687162.38, Easting, 514339.77 Point Number 819, Northing, 687082.71, Easting, 514538.21 Point Number 820, Northing, 687056.92, Easting, 514602.46 Point Number 821, Northing, 687046.46, Easting, 514624.61 Point Number 822, Northing, 687004.69, Easting, 514713.14 Point Number 823, Northing, 686982.79, Easting, 514710.59 Point Number 824, Northing, 686959.39, Easting, 514707.86 Point Number 825, Northing, 686809.72, Easting, 514708.89 Point Number 826, Northing, 686558.69, Easting, 514710.61 Point Number 827, Northing, 686418.33, Easting, 514707.20 Point Number 828, Northing, 686357.23, Easting, 514672.56 Point Number 829, Northing, 686288.14, Easting, 514625.30 Point Number 830, Northing, 686245.67, Easting, 514598.30 Point Number 831, Northing, 686186.45, Easting, 514560.66 Point Number 832, Northing, 686121.59, Easting, 514620.73 Point Number 833, Northing, 686060.27, Easting, 514482.99 Point Number 834, Northing, 686035.82, Easting, 514473.55 Point Number 835, Northing, 685991.28, Easting, 514456,36 Point Number 836, Northing, 685945.70, Easting, 514438.76 Point Number 837, Northing, 685901.64, Easting, 514430.59 Point Number 838, Northing, 685842.90, Easting, 514419.70 Point Number 839, Northing, 685710.75, Easting, 514387.45 Point Number 840, Northing, 685607.19, Easting, 514362.18 312112005- 149392 Ver 01!- GLAND I - 03312-007-000- 0 OR: 3903 PG; 276917C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9. TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY. FLORIDA (AG-2 AREA ❑ELINEA71ON WITHIN STEWARDSHIP SENUING AREA 6) SHEET 25 OF 37 Point Number 841, Northing, 685621.87, Easting, 514679.60 Point Number 842, Northing, 685605.00, Easting, 514733.78 Point Number 843, Northing, 685603.94, Easting, 514737.19 Point Number 844, Northing, 685603.22, Easting, 514743.91 Point Number 845, Northing, 685599.36, Easting, 514779.99 Point Number 846, Northing, 685598.62, Easting, 514786.80 Point Number 847, Northing, 685536.02, Easting, 514814.30 Point Number 848, Northing, 685453.16, Easting, 514824.73 Point Number 849, Northing, 684940.24, Easting, 514934.88 Point Number 850, Northing, 684569.58, Easting, 515014.48 Point Number 851, Northing, 684525.41, Easting, 515023.95 Point Number 852, Northing, 684377.86, Easting, 515055.65 Point Number 853, Northing, 684328.11, Easting, 515062.73 Point Number 854, Northing, 684316.87, Easting, 515047.89 Point Number 855, Northing, 684312.12, Easting, 515041.63 Point Number 856, Northing, 684294.48, Easting, 514887.52 Point Number 857, Northing, 684289.84, Easting, 514846.91 Point Number 858, Northing, 684282.59, Easting, 514783.55 Point Number 859, Northing, 664254.63, Easting, 514539.05 Point Number 860, Northing, 684254.10, Easting, 514534.55 Point Number 861, Northing, 684268.29, Easting, 514460.29 Point Number 862, Northing, 684332.00, Easting, 514387.23 Point Number 863, Northing, 684400.15, Easting, 514301.84 Point Number 864, Northing, 684397.71, Easting, 514231.32 Point Number 865, Northing, 684382.16, Easting, 514019.56 Point Number 866, Northing, 684379.35, Easting, 513981.84 Point Number 867, Northing, 684350.95, Easting, 513600.18 Point Number 868, Northing, 684355.91, Easting, 513506.00 Point Number 869, Northing, 684358.58, Easting, 513455.30 Point Number 870, Northing, 685428.22, Easting, 513116.48 Point Number 871, Northing, 685449.66, Easting, 513083.85 Point Number 872, Northing, 685448.14, Easting, 512975.16 Point Number 873, Northing, 685436.57, Easting, 512974.87 Point Number 874, Northing, 685436.65, Easting, 512971.61 Point Number 875, Northing, 685439.17, Easting, 512867.25 Point Number 876, Northing, 685410.91, Easting, 512658.85 Point Number 877, Northing, 685410.45, Easting, 512525.29 Point Number 878, Northing, 685406.60, Easting, 512376.86 Point Number 879, Northing, 685405.24, Easting, 512280.25 Point Number 880, Northing, 685403.41, Easting, 512227.09 Point Number 881, Northing, 685403.07, Easting, 512217.12 Point Number 882, Northing, 685580.47, Easting, 511903.80 Point Number 883, Northing, 685721.46, Easting, 511654.79 Point Number 884, Northing, 685742.85, Easting, 511616.97 312112006- 149392 Ver 01 I - GLAND cA.<3 W312,007000 0 OR: 3903 PG: 2770 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH. RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 26 OF 37 Point Number 885, Northing, 685750.67, Easting, 511604.35 Point Number 886, Northing, 685846.72, Easting, 511448.95 Point Number 887, Northing, 685888.06, Easting, 511420.17 Point Number 888, Northing, 686069.01, Easting, 511466.05 Point Number 889, Northing, 686599.13, Easting, 511600.48 Point Number 890, Northing, 686648.65, Easting, 511613.04 Point Number 891, Northing, 687395.41, Easting, 511768.38 Point Number 892, Northing, 687394.44, Easting, 511763.70 Point Number 893, Northing, 687371.55, Easting, 511651.92 Point Number 894, Northing, 687338.39, Easting, 511587.22 Point Number 895, Northing, 687265.02, Easting, 511515.99 Point Number 896, Northing, 687184.75, Easting, 511490.83 Point Number 897, Northing, 687104.96, Easting, 511448.21 Point Number 898, Northing, 687041.78, Easting, 511392.69 Point Number 899, Northing, 687018.74, Easting, 511372.46 Point Number 900, Northing, 686981.44, Easting, 511292.86 Point Number 901, Northing, 686946.93, Easting, 511260.54 Point Number 902, Northing, 686865.59, Easting, 511219.22 Point Number 903, Northing, 686827.69, Easting, 511211.71 Point Number 904, Northing, 686752.42, Easting, 511196.80 Point Number 905, Northing, 686647,56, Easting, 511154.91 Point Number 906, Northing, 686558.96, Easting, 511093.09 Point Number 907, Northing, 686463.57, Easting, 511034.60 Point Number 908, !Northing, 686450.80, Easting, 511026.78 Point Number 909, Northing, 686420,13, Easting, 510999.65 Point Number 910, Northing, 686416.89, Easting, 510996.78 Point Number 911, Northing, 686435.98, Easting, 510922.04 Point Number 912, Northing, 687084.31, Easting, 509905.91 Point Number 913, Northing, 687628.04, Easting, 509088.73 Point Number 914, Northing, 687653.69, Easting, 509050.17 Point Number 915, Northing, 687666.47, Easting, 509031.23 Point Number 916, Northing, 687761.50, Easting, 508890.47 Point Number 917, Northing, 687837.04, Easting, 508932.72 Point Number 918, Northing, 687978.07, Easting, 509011,58 Point Number 919, Northing, 688006.97, Easting, 509012.30 Point Number 920, Northing, 688115,19, Easting, 508835.34 Point Number 921, !Northing, 688438,93, Easting, 509063.44 Point Number 922, Northing, 688515.51, Easting, 509001.59 Point Number 923, Northing, 687953.75, Easting, 508653.27 Point !Number 924, Northing, 687899.19, Easting, 508619.45 Point Number 925, Northing, 687308.94, Easting, 508253.45 Point Number 926, Northing, 687015.03, Easting, 508691.68 Point Number 927, Northing, 686685.84, Easting, 509182.50 Point Number 928, Northing, 686500,16, Easting, 509459.34 312112005- 149392 Ver_ di! -GLAND GAW 03312-007.000 0 OR: 3903 PG; 2771 17C [DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOVVNSKP 49 SOUTH,. RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TCWNSHIP 49 SOUTH. RANGE 28 EAST, COLLIER COUNTY, FLORlDA (AG-2 AREA DELNEATICN WITHIN STEWARDSHIP SENDING AREA 6) SHEET 27 OF 37 Point Number 929, Northing, 686494.13, Easting, 509468.36 Point Number 930, Northing, 686453.50, Easting, 509441.94 Point Number 931, Northing, 686250.58, Easting, 509310.03 Point Number 932, Northing, 685771.84, Easting, 508998.83 Point Number 933, Northing, 685610.52, Easting, 509220.94 Point Number 934, Northing, 685604.91, Easting, 509217.14 Point Number 935, Northing, 684888.64, Easting, 508733.96 Point Number 936, Northing, 685818.91, Easting, 507284.13 Point Number 937, Northing, 686073.78, Easting, 506907.65 Point Number 938, Northing, 686459.78, Easting, 506337.46 Point Number 939, Northing, 686560.96, Easting, 506212.32 Point Number 940, Northing, 686562.93, Easting, 506131.21 Point Number 941, Northing, 686652.60, Easting, 506005.78 Point Number 942, Northing, 686668.51, Easting, 505982.44 Point Number 943, Northing, 686674.06, Easting, 505974.29 Point Number 944, Northing, 686633.76, Easting, 505963.50 Point Number 945, Northing, 686576.69, Easting, 505958.16 Point Number 946, Northing, 686500.00, Easting, 505958.59 Point Number 947, Northing, 684618.50, Easting, 505947.48 Point Number 948, Northing, 682981.93, Easting, 505933.72 Point Number 949, Northing, 682935.20, Easting, 505915.68 Point Number 950, Northing, 682922.34, Easting, 505910.71 Point Number 951, Northing, 682923.38, Easting, 505867.63 Point Number 952, Northing, 682913.59, Easting, 505203.43 Point Number 953, Northing, 682875.32, Easting, 505204.99 Point Number 954, Northing, 681915.87, Easting, 505243.95 Point Number 955, Northing, 681842.44, Easting, 505266.84 Point Number 956, Northing, 681808.00, Easting, 505262.89 Point Number 957, Northing, 681794.81, Easting, 505275.50 Point Number 958, Northing, 681767.31, Easting, 505524.89 Point Number 959, Northing, 681753.31, Easting, 505571.98 Point Number 960, Northing, 681454.02, Easting, 505689.76 Point Number 961, Northing, 681436.43, Easting, 505706.58 Point Number 962, Northing, 681439.79, Easting, 505745.46 Paint Number 963, Northing, 681416.35, Easting, 505826.80 Point Number 964, Northing, 681397.82, Easting, 505882.41 Point Number 965, Northing, 681384,22, Easting, 505912.25 Point Number 966, Northing, 681110.95, Easting, 505905.64 Point Number 967, Northing, 680890.43, Easting, 505900.29 Point Number 968, Northing, 680817.87, Easting, 505899.97 Point Number 969, Northing, 680631.17, Easting, 505899.12 Point Number 970, Northing, 679204.74, Easting, 505892.64 Point Number 971, Northing, 678261.37, Easting, 505888.36 Point Number 972, Northing, 677654.95, Easting, 505882.18 312l72005-149392 Ver: Ott -GLAND cA.43 03312 007-000- a OR; 3903 PG; 2772 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,22 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 28 OF 37 Point Number 973, Northing, 677647.13, Easting, 505882.10 Point Number 974, Northing, 677646.17, Easting, 505613.46 Point Number 975, Northing, 677643.22, Easting, 504795.55 Point Number 976, Northing, 677633.83, Easting, 504516.48 Point Number 977, Northing, 677633.60, Easting, 504509.82 Point Number 978, Northing, 677633.39, Easting, 504503.28 Point Number 979, Northing, 677633.20, Easting, 504497.83 Point Number 980, Northing, 677632,60, Easting, 504148.77 Point Number 981, Northing, 677632.51, Easting, 504101.93 Point Number 982, Northing, 677632.50, Easting, 504097.07 Point Number 983, Northing, 677631.76, Easting, 503665.70 Point Number 984, Northing, 677634.56, Easting, 503440.60 Point Number 985, Northing, 677635.71, Easting, 503348.61 Point Number 986, Northing, 677636.34, Easting, 503298.55 Point Number 987, Northing, 677636.36, Easting, 503295.04 Point Number 988, Northing, 680610.51, Easting, 503325.83 Point Number 989, Northing, 680746.15, Easting, 503327.23 Point Number 990, Northing, 682861.30, Easting, 503348.39 Point Number 991, Northing, 682919.52, Easting, 503348.97 Containing 1804.54 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 12, Township 49 South, Range 28 East being North 00022'32" East. 3,21!2005- 149392 Ver. 011-GLAND GA-0 03312-007-o00-- o OR. 3903 PO; 21773 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24. TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY. FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 29 OF 37 LESS & EXCEPT FROM AGRICULTURAL PARCEL 1-3 THE FOLLOWING (2) TWO PARCELS PARCEL 1-3A All that part of Section 6 Township 49 South, Range 29 East Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 6, Township 49 South, Range 28 East, Collier County, Florida (Point Number 19, Northing, 696342.69, Easting, 503998.04)); Thence along the west line of said Section 6 South 13'55'08" East 3889.51 feet to a point (Point Number 992, Northing, 692567.38, Easting, 504933.65) Thence leaving said west line in straight line segments through the following vertices (Points 695 through 719 & 993 inclusive) Point Number 695, Northing, 693134,61, Easting, 505310.94 Point Number 696, Northing, 693154.53, Easting, 505324.22 Point Number 697, Northing, 693164.68, Easting, 505330.99 Point Number 698, Northing, 693155.63, Easting, 505353.78 Point Number 699, Northing, 693153.29, Easting, 505359.67 Point Number 700, Northing, 693118.53, Easting, 505439.18 Point Number 701, Northing, 693111.98, Easting, 505449.84 Point Number 702, Northing, 693110.21, Easting, 505452.73 Point Number 703, Northing, 693057.61, Easting, 505504.89 Point Number 704, Northing, 693031,91, Easting, 505581.52 Point Number 705, Northing, 693026.01, Easting, 505690.92 Point Number 706, Northing, 693025.06, Easting, 505592.45 Point Number 707, Northing, 693007,68, Easting, 505620.01 Point Number 708, Northing, 692883.91, Easting, 505816.28 Point Number 709, Northing, 692708.62, Easting, 506094.34 Point Number 710, Northing, 692627.40, Easting, 506223.05 Point Number 711, Northing, 692623.35, Easting, 506229.53 Point Number 712, Northing, 692485.50, Easting, 506448.12 Point Number 713, Northing, 692354.08, Easting, 506656.55 Point Number 714, Northing, 692147.14, Easting, 507009.42 Point Number 715, Northing, 692078.63, Easting, 507130.62 Point Number 716, Northing, 692069.26, Easting, 507147.25 Point Number 717, Northing, 692059.56, Easting, 507164,50 Point Number 718, Northing, 692024.30, Easting, 507132.57 3l21;2006- 149392 Ver: 011 GLAND CAI 03312-007-OOG 0 OR: 3903 PG: 1774 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 30 OF 37 Point Number 719, Northing, 692016.89, Easting, 507125.85 Point Number 993, Northing, 691940.05, Easting, 506987.18 (POINT OF BEGINNING) Thence in straight line segments through the following vertices (Points 994 through 1023 & 993 inclusive) Point Number 994, Northing, 691914.58, Easting, 507037,31 Point Number 995, Northing, 691900.29, Easting, 507072.10 Point Number 996, Northing, 691863.67, Easting, 507138.60 Point Number 997, Northing, 691819,35, Easting, 507191.57 Point Number 998, Northing, 691757.75, Easting, 507290.13 Point Number 999, Northing, 691683.44, Easting, 507393.74 Point Number 1000, Northing, 691635.39, Easting, 507518.5 Point Number 1001, Northing, 691540.84, Easting, 507706.50 Point Number 1002, Northing, 691483.34, Easting, 507692.16 Point Number 1003, Northing, 691400.49, Easting, 507661.16 Point Number 1004, Northing, 691336.66, Easting, 507640.32 Point Number 1005, Northing, 691220.99, Easting, 507637.52 Point Number 1006, Northing, 691112.19, Easting, 507615.56 Point Number 1007, Northing, 691056,64, Easting, 507605.39 Point Number 1008, Northing, 691009.76, Easting, 507596.86 Point Number 1009, Northing, 690870.30, Easting, 507512.73 Point Number 1010, Northing, 690836.35, Easting, 507453.97 Point Number 1011, Northing, 690813.85, Easting, 507321.10 Point Number 1012, Northing, 690808.08, Easting, 507171.78 Point Number 1013, Northing, 690862.49, Easting, 506999.69 Paint Number 1014, Northing, 690932.618, Easting, 506812.58 Point Number 1015, Northing, 690991.95, Easting, 506722.99 Point Number 1016, Northing, 691021.64, Easting, 506703.36 Point Number 1017, Northing, 691121.56, Easting, 506692.83 Point Number 1018, Northing, 691226.91, Easting, 506724.57 Point Number 1019, Northing, 691303.69, Easting, 506739.17 Point Number 1020, Northing, 691322.99, Easting, 506747.44 Point Number 1021, Northing, 691440.54, Easting, 506797.35 Point Number 1022, Northing, 691695.79, Easting, 506880.99 Point Number 1023, Northing, 691896.19, Easting, 506969.88 Point Number 993, Northing, 691940.05, Easting, 506987.18 (POINT OF BEGINNING) Containing 17.74 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 6, Township 49 South, Range 28 East being South 13°5508" East. 3121i2095-149392 Ver-011-GLAND CA- 03312-007-000- - 0 OR: 3903 PG; IL775 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREAB) SHEET 31 OF 37 PARCEL 1-3B All that part of Section 12 Township 49 South, Range 28 East Collier County, Florida being more particularly described as follows; COMMENCING at the southeast corner of Section 12, Township 49 South, Range 28 East, Collier County, Florida (Point Number 9, Northing, 682908.78, Easting, 505979.89); Thence North 50041'40" West 159.10 to the POINT OF BEGINNING (Point Number 1025, Northing, 683009.56, Easting, 505856.78 Thence in straight line segments through the following vertices (Points 1026 through 1028 & 1025 inclusive) Point Number 1026, Northing, 683011.22, Easting, 504360.77 Point Number 1027, Northing, 683350.73, Easting, 504356.06 Point Number 1028, Northing, 683332.03, Easting, 505847.34 Point Number 1025, Northing, 683009.56, Easting, 505856.78 (POINT OF BEGINNING) Containing 11.35 acres, more or less Subject to easements and restrictions of record. NET ACREAGE: PARCEL 1-3 1804.54 PARCEL 1-3A -17.74 PARCEL 1-313 -11.35 ACRES NET 1775.45 3/21/2005 149392 Ver_ 011- GLAND GAX.1 D3312-007-000- ❑ OR: 3903 PG: 2.776 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9. TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6( SHEET 32 OF 37 PARCEL 1-4 All that part of Section 14 Township 49 South, Range 28 East Collier County, Florida being more particularly described as follows-, COMMENCING at the southeast corner of Section 14, Township 49 South, Range 28 East, Collier County, Florida (Point Number 13, Northing, 677594.05, Easting, 495334,66); Thence along the west line of said Section 14 North 00021'47" East 1334.00 to the POINT OF BEGINNING (Point Number 1029, Northing, 678928.02, Easting, 495343.11) Thence in straight line segments through the following vertices (Points 1030 through 1089 & 1029 inclusive) Point Number 1030, Northing, 679898.38, Easting, 495349.26 Point Number 1031, Northing, 679891,39, Easting, 495401.00 Point Number 1032, Northing, 679886.11, Easting, 495439.98 Point Number 1033, Northing, 679882.46, Easting, 495468.26 Point Number 1034, Northing, 679871.87, Easting, 495550.15 Point Number 1035, Northing, 679882.49, Easting, 495691.00 Point Number 1036, Northing, 679883.23, Easting, 496009.46 Point Number 1037, Northing, 679883.54, Easting, 496143.92 Point Number 1038, Northing, 679883.85, Easting, 496278.22 Point Number 1039, Northing, 679884,20, Easting, 496326.40 Point Number 1040, Northing, 679884.37, Easting, 496349.61 Point Number 1041, Northing, 679886.50, Easting, 496651.61 Point Number 1042, Northing, 679896.06, Easting, 496737.39 Point Number 1043, Northing, 679967.59, Easting, 496738.87 Point Number 1044, Northing, 680004.08, Easting, 496739.63 Point Number 1045, Northing, 682165.75, Easting, 496784.55 Point Number 1046, Northing, 682382.36, Easting, 496801.46 Point Number 1047, Northing, 682509.89, Easting, 496943.61 Point Number 1048, Northing, 682771.07, Easting, 497234.75 Point Number 1049, Northing, 682771.05, Easting, 497235.94 Point Number 1050, Northing, 682768.85, Easting, 497810.22 Point Number 1051, Northing, 682782.65, Easting, 498203.31 Point Number 1052, Northing, 682782.66, Easting, 498586.59 Point Number 1053, Northing, 682782.67, Easting, 499167.72 Point Number 1054, Northing, 682782.72, Easting, 499217.96 Point Number 1055, Northing, 682782.75, Easting, 499251.11 Point Number 1056, Northing, 682782.76, Easting, 499271.27 Point Number 1057, Northing, 682782.78, Easting, 499301.20 3f21l2005- 149392 Ver- 011- GLAND 08312-007-000-- 0 OR: 3903 PG. 2777 17C DESCRIPTION CF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, ELORIOA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 61 SHEET 33 OF 37 Point Number 1058, Northing, 682782.79, Easting, 499314.38 Point Number 1059, Northing, 682782.80, Easting, 499323.26 Point Number 1060, Northing, 682543.18, Easting, 499324.39 Point Number 1061, Northing, 682463.41, Easting, 499324.77 Point Number 1062, Northing, 682379.74, Easting, 499325.17 Point Number 1063, Northing, 680353,48, Easting, 499307.22 Point Number 1064, Northing, 678700.34, Easting, 499299.23 Point Number 1065, Northing, 678182.75, Easting, 499296.75 Point Number 1066, Northing, 678087.93, Easting, 499296.28 Point Number 1067, Northing, 677745.80, Easting, 499294.64 Point Number 1068, Northing, 677701.05, Easting, 499295.43 Point Number 1069, Northing, 677652.76, Easting, 499296.27 Point Number 1070, Northing, 677646.23, Easting, 499245.56 Point Number 1071, Northing, 677648.13, Easting, 498492.55 Point Number 1072, Northing, 677649.41, Easting, 497988.54 Point Number 1073, Northing, 677645.46, Easting, 497977.41 Point Number 1074, Northing, 677644.06, Easting, 497960.60 Point Number 1075, Northing, 677643.36, Easting, 497914.37 Point Number 1076, Northing, 677640.06, Easting, 497771.75 Point Number 1077, Northing, 677635.13, Easting, 497602.52 Point Number 1078, Northing, 677635.13, Easting, 497457.81 Point Number 1079, Northing, 677630.23, Easting, 496699.91 Point Number 1080, Northing, 677685.68, Easting, 496700.41 Point Number 1081, Northing, 677881.63, Easting, 496710.01 Point Number 1082, Northing, 677881.87, Easting, 496700.29 Point Number 1083, Northing, 678283.27, Easting, 496706.64 Point Number 1084, Northing, 678522,61, Easting, 496710.41 Point Number 1085, Northing, 678807.69, Easting, 496714.94 Point Number 1086, Northing, 678877,68, Easting, 496704.96 Point Number 1087, Northing, 678909.27, Easting, 495714.10 Point Number 1088, Northing, 678908.63, Easting, 495418.54 Point Number 1089, Northing, 678925.80, Easting, 495348.96 Point Number 1029, Northing, 678928.02, Easting, 495343.11 (POINT OF BEGINNING) Containing 331.45 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 14, Township 49 South, Range 28 East being North 00021'47" East T211205- 149392 Ver 011- GLAND CA.43 03312-007-000-- 0 OR; 3903 PG; 2778 17C �. DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THHU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 34 OF 37 LESS & EXCEPT FROM AGRICULTURAL PARCEL 1-4 THE FOLLOWING PARCEL All that part of Section 14 Township 49 South, Range 28 East Collier County, Florida being more particularly described as follows; COMMENCING at the southeast corner of Section 14, Township 49 South, Range 28 East, Collier County, Florida (Point Number 13, Northing, 677594.05, Easting, 495334.66); Thence along the west line of said Section 14 North 00°21'47" East 1334.00 to a point (Point Number 1029, Northing, 678928.02, Easting, 495343.11) Thence in straight line segments through the following vertices (Points 1030 through 1046 & 1090 inclusive) Point Number 1030, Northing, 679898.38, Easting, 495349.26 Point Number 1031, Northing, 679891.39, Easting, 495401.00 Point Number 1032, Northing, 679886.11, Easting, 495439.98 Point Number 1033, Northing, 679882.46, Easting, 495468.26 Point Number 1034, Northing, 679871.87, Easting, 495550.15 Point Number 1035, Northing, 679882.49, Easting, 495691.00 Point Number 1036, Northing, 679883.23, Easting, 496009.46 Point Number 1037, Northing, 679883.54, Easting, 496143.92 Point Number 1038, Northing, 679883.85, Easting, 496278.22 Point Number 1039, Northing, 679884.20, Easting, 496326.40 Paint Number 1040, Northing, 679884.37, Easting, 496349.61 Point Number 1041, Northing, 679886.50, Easting, 496651.61 Point Number 1042, Northing, 679896.06, Easting, 496737.39 Point Number 1043, Northing, 679967.59, Easting, 496738.87 Point Number 1044, Northing, 680004.08, Easting, 496739.63 Point Number 1045, Northing, 682165.75, Easting, 496784.55 Point Number 1046, Northing, 682382.36, Easting, 496801.46 Point Number 1090, Northing, 682027.51, Easting, 497376.18 (POINT OF BEGINNING) Thence in straight line segments through the following vertices (Points 1091 through 1123 & 1090 inclusive) Point Number 1091, Northing, 682034.79, Easting, 497395.80 Point Number 1092, Northing, 682045.58, Easting, 497431.06 Point Number 1093, Northing, 682083.27, Easting, 497474.74 312112005- 149392 Ver: 011- GLAND C A.a3 '33312-007-000-- 0 OR: 3903 P0: 2779 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 35 OF 37 Point Number 1094, Northing, 682108.12, Easting, 497494.40 Point Number 1095, Northing, 682128.90, Easting, 497510.85 Point Number 1096, Northing, 682131.00, Easting, 497584.78 Point Number 1097, Northing, 682130.20, Easting, 497618.50 Point Number 1098, Northing, 682128.58, Easting, 497685.84 Point Number 1099, Northing, 682107.61, Easting, 497751.44 Point Number 1100, Northing, 682100.20, Easting, 497762.72 Point Number 1101, Northing, 682087.49, Easting, 497782.06 Point Number 1102, Northing, 682057.95, Easting, 497800.80 Point Number 1103, Northing, 682052.08, Easting, 497804.53 Point Number 1104, Northing, 682033.34, Easting, 497807.82 Point Number 1105, Northing, 681974.25, Easting, 497818.19 Point Number 1106, Northing, 681935.05, Easting, 497836.68 Point Number 1107, Northing, 681921.61, Easting, 497863.86 Point Number 1108, Northing, 681906.53, Easting, 497894.33 Point Number 1109, Northing, 681896,55, Easting, 497895.34 Point Number 1110, Northing, 681875.46, Easting, 497897.47 Point Number 1111, Northing, 681704.68, Easting, 497888.76 Point Number 1112, Northing, 681698.99, Easting, 497888.47 Point Number 1113, Northing, 681642.85, Easting, 497885.60 Point Number 1114, Northing, 681585.19, Easting, 497882.66 Point Number 1115, Northing, 681178.34, Easting, 497880.60 Point Number 1116, Northing, 681180.86, Easting, 497775.66 Point Number 1117, Northing, 681183.73, Easting, 497495.74 Point !Number 1118, Northing, 681193.63, Easting, 497406.55 Point Number 1119, Northing, 681202.59, Easting, 497356.20 Point Number 1120, Northing, 681250.21, Easting, 497357.34 Point Number 1121, Northing, 681265.18, Easting, 497357.71 Point Number 1122, Northing, 681289.76, Easting, 497358.31 Point Number 1123, Northing, 681845.72, Easting, 497371.78 Containing 10.64 acres, more or less Subject to easements and restrictions of record. NET ACREAGE., PARCEL 1-4 331.45 PARCEL 1-4A 10.64 ACRES NET 320.81 312V2005 149392 Ver: OH -GLAND 03012-007-000- - 0 OR: 3903 PG: 2780 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 36 OF 37 AGRICULTURAL PARCEL 1-5 All that part of Section 12 Township 49 South, Range 28 East Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 12, Township 49 South, Range 28 East, Collier County, Florida (Point Number 16, Northing, 688196.07, Easting, 500709.34); Thence along the west line of said Section 12 South 00-22-32 West 850.36 feet to the POINT OF BEGINNING (Point Number 1124, Northing, 687345.73, Easting, 500703.77); Thence in straight line segments through the following vertices (Points 1125 through 1135 & 1124 inclusive) Point Number 1125, Northing, 686906.10, Easting, 501040.38 Point Number 1126, Northing, 686892.60, Easting, 501070.40 Point Number 1127, Northing, 686864.47, Easting, 501075.34 Point Number 1128, Northing, 686813.03, Easting, 501101.54 Point Number 1129, Northing, 686725.89, Easting, 501150.41 Point Number 1130, Northing, 686662.48, Easting, 501188.08 Point Number 1131, Northing, 686623.80, Easting, 501171.47 Point Number 1132, Northing, 686507.69, Easting, 501053.04 Point Number 1133, Northing, 686318.89, Easting, 500874.37 Point Number 1134, Northing, 686247,37, Easting, 500804.16 Point Number 1135, Northing, 686138.46, Easting, 500695.86 Thence along the west line of said Section 12 North 00-22-32 East 1207.30 feet to the POINT OF BEGINNING Point Number 1124, Northing, 687345.73, Easting, 500703.77); Containing 7,11 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 12, Township 49 South, Range 28 East being South 00- 22-32 West, NET ACREAGE: SSA 6 ACREAGE: 9911.09 PARCEL 1-1 NET ACREAGE 607.00 PARCEL 1-2 ACREAGE 2.30 PARCEL 1-3 NET ACREAGE 1775.45 PARCEL 1-4 NET ACREAGE 320.81 PARCEL 1-5 ACREAGE -7.11 AGRICULTURAL AREA 2 NET ACREAGE 7198.42 3r2112005- 149392 Ver 01!- GLAN17 CA- 03312-007-000- - 0 OR: 3903 PG: 2781 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 fHRU 9. TCWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 37 OF 37 STATEMENT OF DEFINITION, ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 6 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-94). 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/23/03 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED 1"=500'. 6. THIS IMAGERY HAS NOT BEEN ORTHO CORRECTED IN ORDER TO MEET MINIMUM TECHNICAL STANDARDS OR NATIONAL MAP ACCURACY STANDARDS. 7. VERTICAL ELEVATION CHANGES WILL CAUSE HORIZONTAL DISPLACEMENT. EVERY EFFORT HAS BEEN MADE TO MINIMIZE THIS EFFECT FOR CRITICAL FEATURES. 8. IN AREAS WHERE TALL STRUCTURES OR TREES LEAN TO OBSTRUCT FEATURES, EXPOSURES WERE MOSAICKED IN AN EFFORT TO MINIMIZE THE EFFECT. 9. THIS PRODUCT IS SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT PROVIDED IN A DIGITAL FORMAT. B. BASED ON THESE PARAMETERS, THE LINES DEPICTED IN THIS DIGITAL FILE HAVE AN ESTIMATED POSITIONAL ACCURACY OF +1- 20 FEET. C. MINOR DIFFERENCES IN POSITION AND ACREAGE BETWEEN THIS DESCRIPTION AND OTHER FORMATS CAN BE ATTRIBUTED TO COORDINATE PROJECTION AND SOFTWARE ACCURACY PARAMETERS. 3. COORDINATE BASIS: THE LINES DEPICTED HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 83, GRS80, US SURVEY FEET. BY DATE 3-17-05 LANCE T. MILLER, P.S.M. LS # 5627 WILSONMILLER, INC. REGISTERED ENGINEERS AND LAND SURVEYORS. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND MAPPER. NOT BASED ON FULL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION # LB-43 REF 2H-94 9/2112005 149392 Ver_ Oil- GLAND CA- 03312 007-000- - 0 'Alft OR; 3903 PIG: 4783 17C DESCRIPTION OF PART OF SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST SECTIONS 1, 12 & 13, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (RESTORATION AREA "A" Delineation Within Stewardship Sending Area 6) EXHIBIT F PARCEL. A-1 All that part of Section 1, Township 49 South, Range 28 East and Section 6, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 6, Township 49 South, Range 29 East, Collier County, Florida (Point Number 19, Northing, 696342.69, Easting, 503998.04); Thence along the west line of said Section 6 South 13055'08" East 2394.87 feet to the POINT OF BEGINNING (Point Number 1138, Northing, 694018.14, Easting, 504574.11); Thence leaving said west line in straight line segments through the following vertices (Points 1139 through 1190 & 1138 inclusive) Point Number 1139, Northing, 694099,84, Easting, 504725.92 Point Number 1140, Northing, 694096.54, Easting, 504761.88 Point Number 1141, Northing, 694099.24, Easting, 504789.21 Point Number 1142, Northing, 694088.26, Easting, 504826.12 Point Number 1143, Northing, 694056.75, Easting, 504875.92 Point Number 1144, Northing, 694035.58, Easting, 504916.08 Point Number 1145, Northing, 694011.10, Easting, 504952.67 Point Number 1146, Northing, 693972.98, Easting, 504999.02 Point Number 1147, Northing, 693941.67, Easting, 505038.72 Point Number 1148, Northing, 693932.95, Easting, 505052.07 Point Number 1149, Northing, 693924.17, Easting, 505065.42 Point Number 1150, Northing, 693896.53, Easting, 505095.17 Point Number 1151, Northing, 693875.67, Easting, 505121.78 Point Number 1162, Northing, 693861.66, Easting, 505145.08 Point Number 1153, Northing, 693842.25, Easting, 505176.67 Point Number 1154, Northing, 693788.28, Easting, 505219.53 Point Number 1155, Northing, 693730.64, Easting, 505288.40 Point Number 1156, Northing, 693600.81, Easting, 505444.70 Point Number 1157, Northing, 693542.88, Easting, 505522.81 Point Number 1158, Northing, 693518.62, Easting, 505532.90 Point Number 1159, Northing, 693467.46, Easting, 505553.85 Point Number 1160, Northing, 693411.72, Easting, 505543.06 Point Number 1161, Northing, 693346.84, Easting, 505522.79 Point Number 1162, Northing, 693227.52, Easting, 505435.65 Point Number 1163, Northing, 693153.29, Easting, 505359.68 Point Number 1164, Northing, 693155.63, Easting, 505353.78 312112005- 149619 Ver. 011 GLAND cA.Q 03312-P08 001 0 • OR: 3903 PG: 2784 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 4 & 12 THRU 14, TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA ( RESTORATION AREA 'A' DELINEATION WITHIN STEWARDSHIP SENDING AREA 6( SHEET 2 OF 9 Point Number 1165, Northing, 693164.68, Easting, 505330.99 Point Number 1166, Northing, 693154.53, Easting, 505324.22 Point Number 1167, Northing, 693134.61, Easting, 505310.94 Point Number 1168, Northing, 691914.83, Easting, 504499.60 Point Number 1169, Northing, 691702.54, Easting, 504370.97 Point Number 1170, Northing, 691691.09, Easting, 504366.00 Point Number 1171, Northing, 691688.51, Easting, 504364.88 Point Number 1172, Northing, 691680.33, Easting, 504362.00 Point Number 1173, Northing, 691662.10, Easting, 504355.58 Point Number 1174, Northing, 692509.14, Easting, 503032.22 Point Number 1175, Northing, 692583.16, Easting, 502930.23 Point Number 1176, Northing, 692613.19, Easting, 502854.37 Point Number 1177, Northing, 692617.07, Easting, 502797.58 Point Number 1178, Northing, 692614.10, Easting, 502762.66 Point Number 1179, Northing, 692626.45, Easting, 502760.94 Point Number 1180, Northing, 692640.20, Easting, 502762.56 Point Number 1181, Northing, 692661.27, Easting, 502765.80 Point Number 1182, Northing, 692661.56, Easting, 502765.47 Point Number 1183, Northing, 693143.26, Easting, 503119.02 Point Number 1184, Northing, 693160.14, Easting, 503132.16 Point Number 1185, Northing, 693583.18, Easting, 503462.33 Point Number 1186, Northing, 693585.48, Easting, 503464.45 Point Number 1187, Northing, 693647.15, Easting, 503520.19 Point Number 1188, Northing, 693653.53, Easting, 503552.59 Point Number 1189, Northing, 693742.85, Easting, 504005.14 Point Number 1190, Northing, 693933.69, Easting, 504417.20 Point Number 1138, Northing, 694018.14, Easting, 504574,11 (POINT OF BEGINNING) Containing 83.65 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 6, 13°55'08" East. 30V2005- 149519 Ver. G1!- GLAND CAn43 03312-POO-001-- 0 Township 49 South, Range 29 East being South DESCRIPTION OF LANDS LYING WITHIN SECTUNS 1 & 12 TRRU 14, TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH. RANGE 29 EAST, COLLIER COUNTY, FLORIDA (RESTORATION AREA"A" CELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 3 OF 9 ALSO INCLUDING OR: 3903 PG. 2785 PARCEL A-2 17C All that part of Section 1, Township 49 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 6, Township 49 South, Range 29 East, Collier County, Florida (Point Number 19, Northing, 696342.69, Easting, 503998.04); Thence along the west line of said Section 6 South 13055'08" East 4649.25 feet to a point (Point Number 1191, Northing, 691829.95, Easting, 505116.40); Thence leaving said west line in straight line segments to the POINT OF BEGINNING (Point Number 1192, Northing, 691638.29, Easting, 504343.00) Thence in straight line segments through the following vertices (Points 1193 through 1209 & 1192 inclusive) Point Number 1193, Northing, 691270.62, Easting, 504113.95 Point Number 1194, Northing, 690469.73, Easting, 503586.02 Point Number 1195, Northing, 689574.13, Easting, 503020.13 Point Number 1196, Northing, 692465.76, Easting, 502300.34 Point Number 1197, Northing, 692465.70, Easting, 502314.24 Point Number 1198, Northing, 692487.91, Easting, 502413.61 Point Number 1199, Northing, 692528.14, Easting, 502562.93 Point Number 1200, Northing, 692560.52, Easting, 502695.42 Point Number 1201, Northing, 692564.60, Easting, 502753.25 Point Number 1202, Northing, 692564.42, Easting, 502755.34 Point Number 1203, Northing, 692564.93, Easting, 502755.42 Point Number 1204, Northing, 692570.54, Easting, 502791.50 Point Number 1205, Northing, 692567.74, Easting, 502819.53 Point Number 1206, Northing, 692564.94, Easting, 502841.95 Point Number 1207, Northing, 692550.92, Easting, 502884.00 Point Number 1208, Northing, 692528.50, Easting, 502934.45 Point Number 1209, Northing, 692514.49, Easting, 502968.08 Point Number 1192, Northing, 691638.29, Easting, 504343.00 (POINT OF BEGINNING) Containing 68.97 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 6, 13'55'08" East. 3121,2035- 141j519 Ver o1 f- GLAND .-3 G3312-POO-001 -0 Township 49 South, Range 29 East being South f, 6 OR: 3903 PG: 2786 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THRU 14, TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA ( RESTORATION AREA "A" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 4 OF 9 ALSO INCLUDING PARCEL A-3 All that part of Section 12, Township 49 South, Range 28 East, Collier County, Florida being more particularly described as follows; BEGINNING at the northwest corner of Section 12, Township 49 South, Range 28 East, Collier County Florida (Point Number 16, Northing, 688196.07, Easting, 500709.34); Thence along the north line of said Section 12 North 89050'27" East 2632.16 feet to a point (Point Number 1210, Northing, 688203.39, Easting, 503341.49) Thence leaving said north line in straight line segments through the following vertices (Points 1211 through 1255 & 16 inclusive); Point Number 1211, Northing, 688182.72, Easting, 503340.48 Point Number 1212, Northing, 688177.74, Easting, 503340.26 Point Number 1213, !Northing, 688133.05, Easting, 503338.08 Point Number 1214, Northing, 688129.04, Easting, 503337.88 Point Number 1215, Northing, 688036.87, Easting, 503332.21 Point Number 1216, Northing, 687692.76, Easting, 503304.35 Point Number 1217, Northing, 686707,60, Easting, 503293.97 Point Number 1218, Northing, 6B5930.45, Easting, 503290.72 Point Number 1219, Northing, 685878.37, Easting, 503290.50 Point Number 1220, Northing, 685741.84, Easting, 503289.41 Point Number 1221, Northing, 684064.12, Easting, 503276.07 Point Number 1222, Northing, 683330.95, Easting, 503270.24 Point Number 1223, Northing, 683244.35, Easting, 503352.23 Point Number 1224, Northing, 683256.15, Easting, 503247.06 Point Number 1225, Northing, 683270.11, Easting, 503211.25 Point Number 1226, Northing, 683274,74, Easting, 503155.46 Point Number 1227, Northing, 683259.81, Easting, 503095.94 Point Number 1228, Northing, 683234.31, Easting, 503065.74 Point Number 1229, Northing, 6831 B2.25, Easting, 503051.34 Point Number 1230, Northing, 683139.45, Easting, 503060.17 Point Number 1231, Northing, 683108.96, Easting, 503102.16 Point Number 1232, Northing, 683085.66, Easting, 503118.03 Point Number 1233, Northing, 683060.10, Easting, 503091.10 Point Number 1234, Northing, 683055.13, Easting, 503025.25 Point Number 1235, Northing, 683046.33, Easting, 502982.31 Point Number 1236, Northing, 683000.81, Easting, 502968.05 3721;2005 149519 V., 011-GLAND CA#43 o3312-P09-001 0 OR; 3903 PG; 2,787 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THRU 14, TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 48 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA ( RESTORATION AREA "A' DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 5 OF 9 Point Number 1237, Northing, 682977,66, Easting, 502977.35 Point Number 1238, Northing, 682978.15, Easting, 502635.32 Point Number 1239, Northing, 682978.70, Easting, 502254.22 Point Number 1240, Northing, 682978.10, Easting, 501962.88 Point Number 1241, Northing, 682976.58, Easting, 501220.08 Point Number 1242, Northing, 682976.04, Easting, 500957.54 Point Number 1243, Northing, 682975.45, Easting, 500675.13 Point Number 1244, Northing, 686138.46, Easting, 500695.86 Point Number 1245, Northing, 686247.37, Easting, 500804.16 Point Number 1246, Northing, 686318.89, Easting, 500874.37 Point Number 1247, Northing, 686507.69, Easting, 501053.04 Point Number 1248, Northing, 686623.80, Easting, 501171.47 Point Number 1249, Northing, 686662.48, Easting, 501188.08 Point Number 1250, Northing, 686725.89, Easting, 501150.41 Point Number 1251, Northing, 686813.03, Easting, 501101.54 Point Number 1252, Northing, 686864.47, Easting, 501075.34 Point Number 1253, Northing, 686892.60, Easting, 501070.40 Point Number 1254, Northing, 686906.10, Easting, 501040.38 Point Number 1255, Northing, 687345.73, Easting, 500703.77 Point Number 16, Northing, 688196.07, Easting, 500709.34 (POINT OF BEGINNING) Containing 302.87 acres, more or less Subject to easements and restrictions of record. Bearings are based on the north line of Section 12, Township 49 South, Range 28 East being North 89°50'27" East. 3/2 1 #2005- 140519 Ver: 01F GLAND CA,43 03312-P08-091- - 0 DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THRU 14, TOWNSHIP 49 SOUTH. RANGE 26 EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (RESTORATION AREA "A" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 6 Or 9 PARCEL A-4 All that part of Sections 12, 13 & 14, Township 49 South, Range 28 East, Collier County, Florida being more particularly described as follows; BEGINNING at the southwest corner of Section 12, Township 49 South, Range 28 East, Collier County, Florida (Point Number 15, Northing, 682898.60, Easting, 500674.62); Thence along the west line of said Section 12 North 00032'32" East 27.51 feet to a point (Point Number 1256, Northing, 682926.11, Easting, 500674.80) Thence leaving said west line in straight line segments through the following vertices (Points 1257 through 1349 & 15 inclusive); Point Number 1257, Northing, 682919.52, Easting, 503348.97 Point Number 1258, Northing, 682861.30, Easting, 503348.39 Point Number 1259, Northing, 681160.56, Easting, 503331.38 Point Number 1260, Northing, 681157.12, Easting, 503260,87 Point Number 1261, Northing, 681151.72, Easting, 503169.48 Point Number 1262, Northing, 681145.72, Easting, 503089.99 Point Number 1263, Northing, 681138.88, Easting, 503046.19 Point Number 1264, Northing, 681136.55, Easting, 502978.68 Point Number 1265, Northing, 681137.50, Easting, 502939.03 Point Number 1266, Northing, 681139.78, Easting, 502843.87 Point Number 1267, Northing, 681136.99, Easting, 502796.20 Point Number 1268, Northing, 681146.70, Easting, 502721.06 Point Number 1269, Northing, 681139.56, Easting, 502689.15 Point Number 1270, Northing, 681152.46, Easting, 502645.83 Point Number 1271, Northing, 681172.89, Easting, 502618.55 Point Number 1272, Northing, 681197.74, Easting, 502571.54 Point Number 1273, Northing, 681199.55, Easting, 502496.21 Point Number 1274, Northing, 681192.80, Easting, 502448.43 Point Number 1275, Northing, 681154.34, Easting, 502403.87 Point Number 1276, Northing, 681152.93, Easting, 502359.21 Point Number 1277, Northing, 681141.77, Easting, 502309.00 Point Number 1278, Northing, 681 117.60, Easting, 502236.49 Point Number 1279, Northing, 681093.43, Easting, 502180.70 Point Number 1280, Northing, 681056.24, Easting, 502108.18 Point Number 1281, Northing, 681024.16, Easting, 502063.49 Point Number 1282, Northing, 681060.77, Easting, 502020.76 Point Number 1283, Northing, 681073,86, Easting, 501969.48 Point Number 1284, Northing, 681067,30, Easting, 501913.79 Point Number 1285, Northing, 681052.73, Easting, 501861.86 Point Number 1286, Northing, 681029.69, Easting, 501833.53 3121/2005- 149519 Ver: 011. GLAND CAI45 03312 P08-001- 0 OR: 3903 PG; 2789 17C DESCRIPTION CF LANDS LYING WITHIN SECTIONS 1 & 12 THRU 14, TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH. RANGE 29 EAST COLLIER COUNTY, FLORIDA (RESTORATION AREA 'A' DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 7 OF 9 Point Number 1287, Northing, 680998.95, Easting, 501797.08 Point Number 1288, Northing, 680976.76, Easting, 501733.07 Point Number 1289, Northing, 680966.15, Easting, 501681.23 Point Number 1290, Northing, 680987.25, Easting, 501626.21 Point Number 1291, Northing, 681031.66, Easting, 501587.61 Point Number 1292, Northing, 681034.51, Easting, 501585.80 Point Number 1293, Northing, 681020.94, Easting, 501555.65 Point Number 1294, Northing, 681001.30, Easting, 501534.50 Point Number 1295, Northing, 680972.60, Easting, 501507.30 Point Number 1296, Northing, 680946.92, Easting, 501474.07 Point Number 1297, Northing, 680922.74, Easting, 501434.79 Point Number 1298, Northing, 680904.62, Easting, 501412.13 Point Number 1299, Northing, 680883.47, Easting, 501389.47 Point Number 1300, Northing, 680871.38, Easting, 501369.83 Point Number 1301, Northing, 680869.87, Easting, 501339.61 Point Number 1302, Northing, 680875.91, Easting, 501295.80 Point Number 1303, Northing, 680875.91 , Easting, 501268.61 Point Number 1304, Northing, 680868.36, Easting, 501239.90 Point Number 1305, Northing, 680856.27, Easting, 501215.73 Point Number 1306, Northing, 680844.09, Easting, 501189.93 Point Number 1307, Northing, 680875.24, Easting, 501185.48 Point Number 1308, Northing, 680917.31, Easting, 501189.77 Point Number 1309, Northing, 680937.54, Easting, 501157.69 Point Number 1310, Northing, 680942.03, Easting, 501105.72 Point Number 1311, Northing, 680943.28, Easting, 501053.67 Paint Number 1312, Northing, 680947.93, Easting, 500995.18 Point Number 1313, Northing, 680978.61, Easting, 500934.06 Point Number 1314, Northing, 681005.63, Easting, 500889.14 Point Number 1315, Northing, 681003.26, Easting, 500853.28 Point Number 1316, Northing, 680959.05, Easting, 500803.37 Point Number 1317, Northing, 680931,04, Easting, 500753.87 Point Number 1318, Northing, 680925.27, Easting, 500724.42 Point Number 1319, Northing, 680962.02, Easting, 500679.74 Point Number 1320, Northing, 681034.68, Easting, 500626.17 Point Number 1321, Northing, 681111.05, Easting, 500553.13 Point Number 1322, Northing, 681176.13, Easting, 500544.94 Point Number 1323, Northing, 681221.52, Easting, 500546.05 Point Number 1324, Northing, 681292.53, Easting, 500560.79 Point Number 1325, Northing, 681353.59, Easting, 500585.06 Point Number 1326, Northing, 681411.55, Easting, 500602.74 Point Number 1327, Northing, 681489.29, Easting, 500607.88 Point Number 1328, Northing, 681612.73, Easting, 500601.09 Point Number 1329, Northing, 681661.12, Easting, 500612.02 Point Number 1330, Northing, 681700.66, Easting, 500586.94 3121l2005- 149519 Ver. 011- GLAND G — 03312-P08-001-- 0 OR: 3903 PG: 1790 17C . DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THRU 14. TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6' TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA ( RESTORATION AREA "A' DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 8 OF 9 Point Number 1331, Northing, 681711.33, Easting, 500548.14 Point Number 1332, Northing, 681783.18, Easting, 500527.11 Point Number 1333, Northing, 681867.57, Easting, 500525.88 Point Number 1334, Northing, 681928.86, Easting, 500540.38 Point Number 1335, Northing, 682006.52, Easting, 500548.77 Point Number 1336, Northing, 682081.40, Easting, 500537.56 Point Number 1337, Northing, 682140.54, Easting, 500506.45 Point Number 1338, Northing, 682192.66, Easting, 500497.94 Point Number 1339, Northing, 682260.43, Easting, 500512.60 Point Number 1340, Northing, 682315.23, Easting, 500526.94 Point Number 1341, Northing, 682367.11, Easting, 500528.21 Point Number 1342, Northing, 682425.78, Easting, 500516.60 Point Number 1343, Northing, 682499.56, Easting, 500550.95 Point Number 1344, Northing, 682544.48, Easting, 500571.57 Point Number 1345, Northing, 682602.13, Easting, 500602.26 Point Number 1346, Northing, 682643.61, Easting, 500622.14 Point Number 1347, Northing, 682826.55, Easting, 500578.39 Point Number 1348, Northing, 682877.49, Easting, 500508.00 Point Number 1349, Northing, 682898.25, Easting, 500504.43 Point Number 15, Northing, 682898.60, Easting, 500674.62 (POINT OF BEGINNING) Containing 119.46 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 12, Township 49 South, Range 28 East being North 00°32'32" East. NET ACREAGE: A-1 ACREAGE 83.65 A-2 ACREAGE 68.97 A-3 ACREAGE 302.87 A-4 ACREAGE +119.46 FLOW WAY RESTORATION NET ACREAGE 574.95 372112005i 149519 V- 01!- GLAND CAY63 03312 P08 001 0 OR: 3903 FIG: 2791 • 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THRU 14, TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA ( RESTORATION AREA "A" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 9 OF 9 STATEMENT OF DEFINITION, ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 6 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A'(REFERENCE WILSONMILLER DRAWING NUMBER 2H-94). 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/23/03 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1 "=500' 5. SCALE NOT TO EXCEED 1 "=500'. 6. THIS IMAGERY HAS NOT BEEN ORTHO CORRECTED IN ORDER TO MEET MINIMUM TECHNICAL STANDARDS OR NATIONAL MAP ACCURACY STANDARDS. 7. VERTICAL ELEVATION CHANGES WILL CAUSE HORIZONTAL DISPLACEMENT. EVERY EFFORT HAS BEEN MADE TO MINIMIZE THIS EFFECT FOR CRITICAL FEATURES. 8. IN AREAS WHERE TALL STRUCTURES OR TREES LEAN TO OBSTRUCT FEATURES, EXPOSURES WERE MOSAICKED IN AN EFFORT TO MINIMIZE THE EFFECT. 9. THIS PRODUCT IS SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT PROVIDED IN A DIGITAL FORMAT. B. BASED ON THESE PARAMETERS, THE LINES DEPICTED IN THIS DIGITAL FILE HAVE AN ESTIMATED POSITIONAL ACCURACY OF +/- 20 FEET. C. MINOR DIFFERENCES IN POSITION AND ACREAGE BETWEEN THIS DESCRIPTION AND OTHER FORMATS CAN BE ATTRIBUTED TO COORDINATE PROJECTION AND SOFTWARE ACCURACY PARAMETERS. 3. COORDINATE BASIS: THE LINES DEPICTED HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 83, GRS80, US SURVEY FEET. BY LANCE T. MILLER, P.S.M. LS # 5627 DATE 3-17-05 WILSONMILLER, INC. REGISTERED ENGINEERS AND LAND SURVEYORS. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND MAPPER. NOT BASED ON FULL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION # LB-43 REF 2H-94 312112005- 149519 Ver: 011- GLAND CAx4z 03312-POA-001- - 0 OR: 3903 PG: 27911. • 17C DESCRIPTION OF PART OF SECTIONS 2-3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST COLLIER COUNTY, FLORIDA OTHER LISTED SPECIES RESTORATION AREA (RESTORATION AREA B) Delineation Within Stewardship Sending Area 6 PARCEL B-1 All that part of Section 2 & 3, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 2, Township 49 South, Range 29 East, Collier County, Florida (Point Number 27, Northing, 697236.36, Easting, 525300.57); Thence along the west line of said Section 2 South 08026'42" East 4704.48 feet to the POINT OF BEGINNING (Point Number 1350, Northing, 692582.89, Easting, 525991.48); Thence leaving said west line in straight line segments through the following vertices (Points 1351 through 1483 & 1350 inclusive) Point Number 1351, Northing, 692616.63, Easting, 526569.05 Point Number 1352, Northing, 692631.20, Easting, 526766.06 Point Number 1353, Northing, 692645.46, Easting, 526957.47 Point Number 1354, Northing, 692651.85, Easting, 527066.13 Point Number 1355, Northing, 692660.28, Easting, 527209.33 Point Number 1356, Northing, 692677.61, Easting, 527356.45 Point Number 1357, Northing, 692693.33, Easting, 527426.69 Point Number 1358, Northing, 692724.13, Easting, 527448.40 Point Number 1359, Northing, 692938.73, Easting, 527495.51 Point Number 1360, Northing, 692979.05, Easting, 527555.87 Point Number 1361, Northing, 693117.30, Easting, 527740.84 Point Number 1362, Northing, 693147.64, Easting, 527789.78 Point Number 1363, Northing, 693187.67, Easting, 527854.34 Point Number 1364, Northing, 693268.03, Easting, 527985.52 Point Number 1365, Northing, 693326.42, Easting, 528161.58 Point Number 1366, Northing, 693348.08, Easting, 528226.17 Point Number 1367, Northing, 693352.41, Easting, 528239.06 Point Number 1368, Northing, 693347.42, Easting, 528301.81 Point Number 1369, Northing, 693347.04, Easting, 528304.97 Point Number 1370, Northing, 693338.70, Easting, 528374.95 Point Number 1371, Northing, 693307.50, Easting, 528476.49 Point Number 1372, Northing, 693297.15, Easting, 528510.17 Point Number 1373, Northing, 693241.11, Easting, 528669.48 Point Number 1374, Northing, 693123.50, Easting, 529071.60 Point Number 1375, Northing, 693116,00, Easting, 529106.97 Point Number 1376, Northing, 693099.94, Easting, 529182.80 312V2005 149569 Ver. 01'- GLAND CA113 03312 007-000-- 0 OR: 3903 PG, 2793 DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLL€ER COUNTY. FLORIDA (OTHER LISTED SPECIES RESTORATION AREA"B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 2 OF 30 Point Number 1377, Northing, 693081,63, Easting, 529278.68 Point Number 1378, Northing, 693076.04, Easting, 529307.96 Point Number 1379, Northing, 693078.16, Easting, 529339.88 Point Number 1380, Northing, 693042.25, Easting, 529382.79 Point Number 1381, Northing, 692974.37, Easting, 529430.26 Point Number 1382, Northing, 692897.04, Easting, 529499.83 Point Number 1383, Northing, 692770.70, Easting, 529572.68 Point Number 1384, Northing, 692649.65, Easting, 529609.94 Point Number 1385, Northing, 692578.17, Easting, 529621.60 Point Number 1386, Northing, 692484.03, Easting, 529650.57 Point Number 1387, Northing, 692425.46, Easting, 529680.40 Point Number 1388, Northing, 692114.10, Easting, 529860.41 Point Number 1389, Northing, 692050.64, Easting, 529907.98 Point Number 1390, Northing, 691996.74, Easting, 529929.00 Point Number 1391, Northing, 691946.96, Easting, 529963.53 Point Number 1392, Northing, 691914.75, Easting, 529971.92 Point Number 1393, Northing, 691884.27, Easting, 529979.85 Point Number 1394, Northing, 691791.10, Easting, 529968.67 Point Number 1395, Northing, 691689.78, Easting, 529926.02 Point Number 1396, Northing, 691621.69, Easting, 529874.76 Point Number 1397, Northing, 691478.54, Easting, 529767.03 Point Number 1398, Northing, 691217.77, Easting, 529570.74 Point Number 1399, Northing, 691205.48, Easting, 529525.78 Point Number 1400, Northing, 691203.10, Easting, 529440.88 Point Number 1401, Northing, 691200.48, Easting, 529364.91 Point Number 1402, Northing, 691183.00, Easting, 529318.89 Point Number 1403, Northing, 691162.82, Easting, 529265.75 Point Number 1404, Northing, 691183.09, Easting, 529163.53 Point Number 1405, Northing, 691187.37, Easting, 529145.94 Point Number 1406, Northing, 691217.65, Easting, 529021.49 Point Number 1407, Northing, 691277.02, Easting, 52B877.71 Point Number 140B, Northing, 691324.70, Easting, 528824.56 Point Number 1409, Northing, 691334.23, Easting, 528771.37 Point Number 1410, Northing, 691350.89, Easting, 528759.45 Point Number 1411, Northing, 691424.46, Easting, 528765.34 Point Number 1412, Northing, 691465.94, Easting, 528739.04 Point Number 1413, Northing, 691513.29, Easting, 528756.25 Point Number 1414, Northing, 691588.57, Easting, 528771.48 Point Number 1415, Northing, 691651.03, Easting, 528764.06 Point Number 1416, Northing, 691713.95, Easting, 528738.80 Point Number 1417, Northing, 691754.18, Easting, 528730.84 Point Number 1418, Northing, 691794.86, Easting, 528705.04 Point Number 1419, Northing, 691818.05, Easting, 528665.40 Point Number 1420, Northing, 691 B14.79, Easting, 528616.21 Point Number 1421, Northing, 691797.66, Easting, 528589.01 312l/2006 149569 Ver. 011 GLAND cnau 03312-001-000- 0 17C OR: 3903 PG: 2794 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH. RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA"B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 3 OF 30 Point Number 1422, Northing, 691785.28, Easting, 528548.52 Point Number 1423, Northing, 691709.52, Easting, 528471.28 Point Number 1424, Northing, 691652.45, Easting, 528483.39 Point Number 1425, Northing, 691614.92, Easting, 528507.37 Point Number 1426, Northing, 691579.18, Easting, 528479.41 Point Number 1427, Northing, 691569.10, Easting, 528446.62 Point Number 1428, Northing, 691561.53, Easting, 528401.23 Point Number 1429, Northing, 691541.61, Easting, 528324.17 Point Number 1430, Northing, 691567.60, Easting, 528267.27 Point Number 1431, Northing, 691573.48, Easting, 528193.45 Point Number 1432, Northing, 691567,58, Easting, 528176.95 Point Number 1433, Northing, 691554.25, Easting, 528139.55 Point Number 1434, Northing, 691526.79, Easting, 528089.37 Point Number 1435, Northing, 691511.61, Easting, 528043.81 Point Number 1436, Northing, 691512.80, Easting, 527990.43 Point Number 1437, Northing, 691522.47, Easting, 527929.00 Point Number 1438, Northing, 691524.45, Easting, 527846.86 Point Number 1439, Northing, 691530.53, Easting, 527764.83 Point Number 1440, Northing, 691516.47, Easting, 527706.35 Point Number 1441, Northing, 691523.73, Easting, 527707.14 Point Number 1442, Northing, 691585.57, Easting, 527691 .99 Point Number 1443, Northing, 691634.68, Easting, 527693.19 Point Number 1444, Northing, 691667.61, Easting, 527685.76 Point Number 1445, Northing, 691713.56, Easting, 527649.90 Point Number 1446, Northing, 691755.77, Easting, 527597.50 Point Number 1447, Northing, 691768.85, Easting, 527564.93 Point Number 1448, Northing, 691761.65, Easting, 527523.67 Point Number 1449, Northing, 691754,27, Easting, 527490.62 Point Number 1450, Northing, 691740.59, Easting, 527445.90 Point Number 1451, Northing, 691789.53, Easting, 527388.74 Point Number 1452, Northing, 691815.27, Easting, 527340.06 Point Number 1453, Northing, 691789.19, Easting, 527232.39 Point Number 1454, Northing, 691799.96, Easting, 527125.78 Point Number 1455, Northing, 691786.01, Easting, 527022.72 Point Number 1456, Northing, 691792.38, Easting, 526928.37 Point Number 1457, Northing, 691778.20, Easting, 526837.40 Point Number 1458, Northing, 691780.77, Easting, 526730.62 Point Number 1459, Northing, 691786.55, Easting, 526660.91 Point Number 1460, Northing, 691792.62, Easting, 526578.87 Point Number 1461, Northing, 691769.94, Easting, 526500.25 Point Number 1462, Northing, 691719.92, Easting, 526367.32 Point Number 1463, Northing, 691689.48, Easting, 526267.97 Point Number 1464, Northing, 691654,65, Easting, 526184.93 Point Number 1465, Northing, 691619.09, Easting, 526130.65 Point Number 1466, Northing, 691612.80, Easting, 526052.43 T2112005. 149589 V- 01! GLANQ GAY. 03312-007-000 0 OR: 3903 PG. 2795 . 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (CTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 4 OF 30 Point Number 1467, Northing, 691617.50, Easting, 526005.64 Point Number 1468, Northing, 691618.18, Easting, 525998.92 Point Number 1469, Northing, 691665.48, Easting, 525905.57 Point Number 1470, Northing, 691783.78, Easting, 525756.39 Point Number 1471, Northing, 691906.57, Easting, 525590.67 Point Number 1472, Northing, 692038.25, Easting, 525396,62 Point Number 1473, Northing, 692140.57, Easting, 525230.63 Point Number 1474, Northing, 692195.51, Easting, 525161.89 Point Number 1475, Northing, 692274.51, Easting, 525114.49 Point Number 1476, Northing, 692398.02, Easting, 525088.72 Point Number 1477, Northing, 692512.67, Easting, 525091,49 Point Number 1478, Northing, 692588.43, Easting, 5251 10.40 Point Number 1479, Northing, 692539.46, Easting, 525145.58 Point Number 1480, Northing, 692535.29, Easting, 525170.57 Point Number 1481, Northing, 692527,27, Easting, 525218.64 Point Number 1482, Northing, 692545,71, Easting, 525423.94 Point Number 1483, Northing, 692557.45, Easting, 525554.68 Point Number 1350, Northing, 692582.89, Easting, 525991.48 (POINT OF BEGINNING) Containing 131.93 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 2, 08026'42" East. 312 V2005- 149569 Ver 011 GLAND C-3 03312-007-000 0 Township 49 South, Range 29 East being South OR; 3903 PG; 9796 17 C �. DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9. TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "6" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 5 OF 30 LESS & EXCEPT FROM PARCEL B-1 THE FOLLOWING PARCEL PARCEL B-1-1 All that part of Section 2, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 2, Township 49 South, Range 29 East, Collier County, Florida (Point Number 27, Northing, 697236.36, Easting, 525300.57); Thence along the west line of said Section 2 South 08°26'42" East 4704.48 feet to a point (Point Number 1350, Northing, 692582.89, Easting, 525991.48); Thence leaving said west line in straight line segments through the following vertices (Points 1351 through 1398 & 1484 inclusive) Point Number 1351, Northing, 692616.53, Easting, 526569.05 Point Number 1352, Northing, 692631.20, Easting, 526766.06 Point Number 1353, Northing, 692645.46, Easting, 526957.47 Point Number 1354, Northing, 692651.85, Easting, 527066.13 Point Number 1355, Northing, 692660.28, Easting, 527209.33 Point Number 1356, Northing, 692677.61, Easting, 527356.45 Point Number 1357, Northing, 692693.33, Easting, 527426.69 Point Number 1358, Northing, 692724.13, Easting, 527448.40 Point Number 1359, Northing, 692938.73, Easting, 527495.51 Point Number 1360, Northing, 692979.05, Easting, 527555.87 Point Number 1361, Northing, 693117.30, Easting, 527740.84 Point Number 1362, Northing, 693147.64, Easting, 527789.78 Point Number 1363, Northing, 693187.67, Easting, 527854.34 Point Number 1364, Northing, 693268.03, Easting, 527985.52 Point Number 1365, Northing, 693326.42, Easting, 528161.58 Point Number 1366, Northing, 693348.08, Easting, 528226.17 Point Number 1367, Northing, 693352.41, Easting, 528239.06 Point Number 1368, Northing, 693347.42, Easting, 528301.81 Point Number 1369, Northing, 693347.04, Easting, 528304.97 Point Number 1370, Northing, 693338.70, Easting, 528374.95 Point Number 1371, Northing, 693307.50, Easting, 528476.49 Point Number 1372, Northing, 693297.15, Easting, 528510.17 Point Number 1373, Northing, 693241.11, Easting, 528669.48 Point Number 1374, Northing, 693123.50, Easting, 529071.60 Point Number 1375, Northing, 693116.00, Easting, 529106.97 Point !Number 1376, Northing, 693099.94, Easting, 529182.80 Point Number 1377, Northing, 693081.63, Easting, 529278.68 3121f2005-149569 Ver: 011-GLAND CA.3 03312-007 000- - 0 OR: 3903 PG. 2797 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH RANGE 28 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA"B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 6 OF 30 Point Number 1378, Northing, 693076.04, Easting, 529307.96 Point Number 1379, Northing, 693078,16, Easting, 529339.88 Point Number 1380, Northing, 693042.25, Easting, 529382.79 Point Number 1381, Northing, 692974.37, Easting, 529430.26 Point Number 1382, Northing, 692897.04, Easting, 529499.83 Point Number 1383, Northing, 692770.70, Easting, 529572.68 Point Number 1384, Northing, 692649,65, Easting, 529609.94 Point Number 1385, Northing, 692578.17, Easting, 529621.60 Point Number 1386, Northing, 692484.03, Easting, 529650.57 Point Number 1387, Northing, 692425.46, Easting, 529680.40 Point Number 1388, Northing, 692114.10, Easting, 529860.41 Point Number 1389, Northing, 692050.64, Easting, 529907.98 Point Number 1390, Northing, 691996.74, Easting, 529929.00 Point Number 1391, Northing, 691946.96, Easting, 529963.53 Point Number 1392, Northing, 691914.75, Easting, 529971 .92 Point !Number 1393, Northing, 691884.27, Easting, 529979.85 Point Number 1394, Northing, 691791.10, Easting, 529968.67 Point Number 1395, Northing, 691689.78, Easting, 529926.02 Point Number 1396, Northing, 691621.69, Easting, 529874.76 Point Number 1397, Northing, 691478.54, Easting, 529767.03 Point Number 1398, Northing, 691217.77, Easting, 529570.74 Point Number 1484, Northing, 691580.48, Easting, 529360.96 (POINT OF BEGINNING) Thence in straight line segments through the following vertices (Points 1485 through 1500 & 1484 inclusive) 3121/2005- 149569 Ver: CV GLAND cA-,3 03312 007 000 0 OR; 3903 PG. 2798 17C . DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9. TOWNSHIP 49 SOUTH, RANGE 29 EAST. COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA"B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 7OF 30 Point Number 1485, Northing, 691596.55, Easting, 529302.48 Point Number 1486, Northing, 691617.16, Easting, 529258.83 Point Number 1487, Northing, 691661.95, Easting, 529225.57 Point Number 1488, Northing, 691706.53, Easting, 529202.13 Point Number 1489, Northing, 691751.21, Easting, 529173.76 Point Number 1490, Northing, 691790.30, Easting, 529174.71 Point Number 1491, Northing, 691828.55, Easting, 529209.99 Point Number 1492, Northing, 691881.35, Easting, 529250.52 Point Number 1493, Northing, 691875.29, Easting, 529299.42 Point Number 1494, Northing, 691845.14, Easting, 529333.03 Point Number 1495, Northing, 691814.99, Easting, 529366.64 Point Number 1496, Northing, 691784.39, Easting, 529419.88 Point Number 1497, Northing, 691744.12, Easting, 529467.96 Point Number 1498, Northing, 691699.79, Easting, 529481.60 Point Number 1499, Northing, 691646.52, Easting, 529460.69 Point Number 1500, Northing, 691603.61, Easting, 529415.48 Point Number 1484, Northing, 691580.48, Easting, 529360.96 {POINT OF BEGINNING} Containing 1.36 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 2, 08026'42" East. 012112005. 149569 verr. 011- GLAND CA- 03312-007-000- - 0 Township 49 South, Range 29 East being South NET ACREAGE: B-1 ACREAGE 131.93 B 1-1 ACREAGE —1.36 B-1 NET ACREAGE 130.57 OR; 3903 PG. 2799 17C V.*. • DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, CC+_LIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA"$" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET S OF 30 ALSO INCLUDING PARCEL B-2 All that part of Section 5, 8 & 9, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the north quarter corner of Section 9, Township 49 South, Range 29 East, Collier County, Florida (Point Number 5, Northing, 688201.69, Easting, 518648.13 ); Thence South 88°56'44" West 2548.88 feet to a point (Point Number 1501, Northing, 688154.78, Easting, 516099.69) (POINT OF BEGINNING); Thence in straight line segments through the following vertices (Points 1502 through 1629 & 1501 inclusive) Point Number 1502, Northing, 688091.38, Easting, 516102.26 Point Number 1503, Northing, 687951.65, Easting, 516115.94 Point Number 1504, Northing, 687926.03, Easting, 516128.04 Point Number 1505, Northing, 687929.05, Easting, 516178.88 Point Number 1506, Northing, 687942.02, Easting, 516200.97 Point Number 1507, Northing, 687945.69, Easting, 516211.42 Point Number 1508, Northing, 687869.69, Easting, 516156.74 Point Number 1509, Northing, 687798.89, Easting, 516130.21 Point Number 1510, Northing, 687736.07, Easting, 516114.91 Point Number 1511, Northing, 687653.82, Easting, 516107.40 Point Number 1512, Northing, 687606.81, Easting, 516120.04 Point Number 1513, Northing, 687545.94, Easting, 516137.86 Point Number 1514, Northing, 687512.39, Easting, 516161.87 Point Number 1515, Northing, 687492.43, Easting, 516191.72 Point Number 1516, Northing, 687460.77, Easting, 516251.60 Point Number 1517, Northing, 687448.60, Easting, 516300.93 Point Number 1518, Northing, 687431.52, Easting, 516325.34 Point Number 1519, Northing, 687403.47, Easting, 516349.47 Point Number 1520, Northing, 687383,38, Easting, 516384.83 Point Number 1521, !Northing, 687349.70, Easting, 516414.34 Point Number 1522, Northing, 687350.21, Easting, 516392.29 Point Number 1523, Northing, 687345.86, Easting, 516345.32 Point Number 1524, Northing, 687018.84, Easting, 516348.42 Point Number 1525, Northing, 686768.97, Easting, 516342.36 312v2005- 148569 Ver 01!- GLAND CA'as 03312-007-000--0 OR: 3903 PG: 280017C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 4R SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTOHATION AREA"B' DELINEATION WITHIN STEWARDSHIP SENDING AREA&) SHEET 9 OF 30 Point Number 1526, Northing, 686768.19, Easting, 516352.08 Point Number 1527, Northing, 686699.27, Easting, 516358.22 Point Number 1528, Northing, 686674.22, Easting, 516350.69 Point Number 1529, Northing, 686664,26, Easting, 516312.21 Point Number 1530, Northing, 686646.53, Easting, 516257.13 Point Number 1531, Northing, 686628.34, Easting, 516221.16 Point Number 1532, Northing, 686607.23, Easting, 516193.33 Point Number 1533, Northing, 686580.29, Easting, 516181.75 Point Number 1534, Northing, 686550,29, Easting, 516183.76 Point Number 1535, Northing, 686511.79, Easting, 516199.21 Point Number 1536, Northing, 686495.15, Easting, 516212.48 Point Number 1537, Northing, 686480.42, Easting, 516258.57 Point Number 1538, Northing, 686468.22, Easting, 516312.91 Point Number 1539, Northing, 686440.15, Easting, 516347.75 Point Number 1540, Northing, 686398.83, Easting, 516368.60 Point Number 1541, Northing, 686369.08, Easting, 516359.69 Point Number 1542, Northing, 686368.87, Easting, 516360.02 Point Number 1543, Northing, 684815.22, Easting, 516388.87 Point Number 1544, Northing, 684810.48, Easting, 516345.04 Point Number 1545, Northing, 684833.25, Easting, 516243.60 Point Number 1546, Northing, 684873.09, Easting, 516157.12 Point Number 1547, Northing, 684907.32, Easting, 516061 .79 Point Number 1548, Northing, 684935.13, Easting, 515992.52 Point Number 1549, Northing, 684978.78, Easting, 515868.26 Point Number 1550, Northing, 684995.83, Easting, 515763,76 Point Number 1551, Northing, 685003.59, Easting, 515682.35 Point Number 1552, Northing, 684991.39, Easting, 515585.89 Point Number 1553, Northing, 684954.20, Easting, 515442.20 Point Number 1554, Northing, 684908.60, Easting, 515406.11 Point Number 1555, Northing, 684831.08, Easting, 515369.25 Point Number 1556, Northing, 684776.16, Easting, 515359.19 Point Number 1557, Northing, 684724.46, Easting, 515334.62 Point Number 1558, Northing, 684685.09, Easting, 515281.20 Point Number 1559, Northing, 684663.35, Easting, 515219.47 Point Number 1560, Northing, 684635.58, Easting, 515166.35 Point Number 1561, Northing, 684615.96, Easting, 515136.74 Point Number 1562, Northing, 684575.96, Easting, 515102.98 Point Number 1563, Northing, 684647.15, Easting, 515081 .28 Point Number 1564, Northing, 684787.79, Easting, 515056.38 Point Number 1565, Northing, 685177.93, Easting, 514985.69 Point Number 1566, Northing, 685360.11, Easting, 514957.32 Point Number 1567, Northing, 685418.86, Easting, 514929.60 Point Number 1568, Northing, 685529.57, Easting, 515005.15 Point Number 1569, Northing, 685621.80, Easting, 515094.80 Point Number 1570, Northing, 685703.57, Easting, 615166.01 T2112005- 149569 V9, 011 -GLAN❑ cAxxa 03312-007-000- 0 OR: 3903 PG: 2$01 17C ❑ESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST. COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA"B" DELINEATION WITHIN STEWARDSHIP SENDING AREAS) SHEET 10 OF 30 Point Number 1571, Northing, 685737.75, Easting, 515254.26 Point Number 1572, Northing, 685738.50, Easting, 515374.49 Point Number 1573, Northing, 685734.98, Easting, 515520.12 Point Number 1574, Northing, 685776.41, Easting, 515608.55 Point Number 1575, Northing, 685835.89, Easting, 515701.07 Point Number 1576, Northing, 6858$5.19, Easting, 515764.19 Paint Number 1577, Northing, 685975.01, Easting, 515802.80 Point Number 1578, Northing, 686028.91, Easting, 515825.97 Point Number 1579, Northing, 686109.25, Easting, 515806.05 Point Number 1580, Northing, 686179.06, Easting, 515771.31 Point Number 1581, Northing, 686290.27, Easting, 515675.65 Point Number 1582, Northing, 686361.74, Easting, 515571.74 Point Number 1583, Northing, 686419.23, Easting, 515445.64 Point Number 1584, Northing, 686458.14, Easting, 515337.29 Point Number 1585, Northing, 686514.49, Easting, 515258.51 Point Number 1586, Northing, 686535.17, Easting, 515153.37 Point Number 1587, Northing, 686518.88, Easting, 515076.48 Point Number 1588, Northing, 686505.69, Easting, 515021.52 Point Number 1589, Northing, 686521.68, Easting, 514959.97 Point Number 1590, Northing, 686516.79, Easting, 514861.50 Point Number 1591, Northing, 686514.49, Easting, 514806.80 Point Number 1592, Northing, 686496.99, Easting, 514775.86 Point Number 1593, Northing, 686944.72, Easting, 514799.81 Point Number 1594, Northing, 686946.24, Easting, 514799.89 Point Number 1595, Northing, 686959.93, Easting, 514800.85 Point Number 1596, Northing, 686959.65, Easting, 514812.24 Point Number 1597, Northing, 686955.59, Easting, 514982.09 Point Number 1598, Northing, 686943,77, Easting, 515130.69 Point !Number 1599, Northing, 686944.66, Easting, 515207.92 Point Number 1600, Northing, 686944.20, Easting, 515227.20 Point Number 1601, Northing, 687340.07, Easting, 515217.49 Point Number 1602, Northing, 687532.21, Easting, 515224.91 Point Number 1603, Northing, 687559.98, Easting, 515098.75 Paint Number 1604, Northing, 687630.04, Easting, 514813.71 Paint Number 1605, Northing, 687681.50, Easting, 514616.43 Point Number 1606, Northing, 687728.06, Easting, 514394.23 Point Number 1607, Northing, 687726.64, Easting, 514273.81 Point Number 1608, Northing, 687769.63, Easting, 514265.65 Point Number 1609, Northing, 687885.02, Easting, 514265.70 Point Number 1610, Northing, 688011.20, Easting, 514274.26 Point Number 1611, Northing, 688123.38, Easting, 514293.53 Point Number 1612, Northing, 688233.24, Easting, 514296.19 Point Number 1613, Northing, 688232.15, Easting, 514346.48 Point Number 1614, Northing, 688222.37, Easting, 514346.46 Point Number 1615, Northing, 688203.29, Easting, 514857.82 3/2112005 149569 Ver: 011-GLAND cA- 03312-007-000- 0 OR; 3903 PG; 2802. 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-B, 70WNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "S' DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 11 OF 30 Point Number 1616, Northing, 688203.09, Easting, 514866.24 Point Number 1617, Northing, 688200.88, Easting, 514954.36 Point Number 1618, Northing, 688199.64, Easting, 515119.76 Point Number 1619, Northing, 688199.20, Easting, 515252.11 Point Number 1620, Northing, 688195.82, Easting, 515436.53 Point Number 1621, Northing, 688195.72, Easting, 515442.29 Point Number 1622, Northing, 688195.61, Easting, 515456.34 Point Number 1623, Northing, 688201.01, Easting, 515583.66 Point Number 1624, Northing, 688200.38, Easting, 515609.53 Point Number 1625, Northing, 688198.35, Easting, 515693.72 Point Number 1626, Northing, 688178.92, Easting, 515799.28 Point Number 1627, Northing, 688201.90, Easting, 515897.42 Point Number 1628, Northing, 688199.75, Easting, 515986.34 Point Number 1629, Northing, 688181.24, Easting, 516053.69 Point Number 1501, Northing, 688154.78, Easting, 516099.69) (POINT OF BEGINNING); Containing 95.35 acres, more or less Subject to easements and restrictions of record. Bearings are based on the south line of Section 9, Township 49 South, Range 29 East, Collier County, Florida, being South 89°42'20" West. T2 V2005-14PS69 Ver. 011-GLAND Caeca 03112-007-000-- 0 DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2-3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "6" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 12 OF 30 ALSO INCLUDING OR: 3903 PG: 12803 17C PARCEL B-3 All that part of Section 5 & 6, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 5, Township 49 South, Range 29 East, Collier County, Florida (Point Number 21, Northing, 696628.53, Easting, 509321.77); Thence South 19°1 1'15" East 4905.12 feet to the POINT OF BEGINNING (Point Number 1630, Northing, 691995.90, Easting, 510933.88); Thence in straight line segments through the following vertices (Points 1631 through 1746 & 1630 inclusive) Point Number 1631, Northing, 691851.44, Easting, 510945.18 Point Number 1632, Northing, 691755.54, Easting, 5 10 935.48 Point Number 1633, Northing, 691637.06, Easting, 510943.67 Point Number 1634, Northing, 691543.38, Easting, 510997.09 Point Number 1635, Northing, 691490.50, Easting, 511043.90 Point Number 1636, Northing, 691444.09, Easting, 511128.24 Point Number 1637, Northing, 691393.11, Easting, 511249.46 Point Number 1638, Northing, 691377.46, Easting, 511282.37 Point Number 1639, Northing, 691362.31, Easting, 511314.68 Point Number 1640, Northing, 691340,34, Easting, 511342.91 Point Number 1641, Northing, 690944.62, Easting, 511297.98 Point Number 1642, Northing, 690867.02, Easting, 511296.10 Point Number 1643, Northing, 690814.41, Easting, 511331.80 Point Number 1644, Northing, 690715.30, Easting, 511455,56 Point Number 1645, Northing, 690675.96, Easting, 511554.67 Point Number 1646, Northing, 690632.21, Easting, 511683,46 Point Number 1647, Northing, 690593.35, Easting, 511760.59 Point Number 1648, Northing, 690566.62, Easting, 511796.94 Point Number 1649, Northing, 690533.64, Easting, 511834.83 Point Number 1650, Northing, 690530.76, Easting, 511819.75 Point Number 1651, Northing, 690527.05, Easting, 511795.57 Point Number 1652, Northing, 690501.01, Easting, 511795.57 Point Number 1653, Northing, 690482.42, Easting, 511808.59 Point Number 1654, Northing, 690461.04, Easting, 511801.15 Point Number 1655, Northing, 690439.65, Easting, 511793.72 Point Number 1656, Northing, 690430.16, Easting, 511792.45 Point Number 1657, Northing, 690411.76, Easting, 511790.00 W V2005� 149569 Ver 071- GLAND C A... 03312-007-000-- 0 OR; 3903 PG: 2804 ab DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 13 OF 30 Point Number 1658, Northing, 690366.78, Easting, 511788.67 Point Number 1659, Northing, 690348.54, Easting, 511788.14 Point Number 1660, Northing, 690263.02, Easting, 511782.56 Point Number 1661, Northing, 690241.85, Easting, 511778.53 Point Number 1662, Northing, 690223.97, Easting, 511775.12 Point Number 1663, Northing, 690204.44, Easting, 511772,48 Point Number 1664, Northing, 690155.17, Easting, 511765.83 Point Number 1665, Northing, 690054.14, Easting, 511739.94 Point Number 1666, Northing, 689455.02, Easting, 511701.55 Point Number 1667, Northing, 689234.17, Easting, 511687.40 Point Number 1668, Northing, 689133.86, Easting, 511680.90 Point Number 1669, Northing, 689901.80, Easting, 510453.77 Point Number 1670, Northing, 690808.27, Easting, 509022.73 Point Number 1671, Northing, 691492.31, Easting, 507965.18 Point Number 1672, Northing, 691826.70, Easting, 507419.60 Paint Number 1673, Northing, 691890.99, Easting, 507314.70 Point Number 1674, Northing, 692016,89, Easting, 507125.85 Point Number 1675, Northing, 692024.30, Easting, 507132.57 Point Number 1676, Northing, 692059.56, Easting, 507164.50 Point Number 1677, Northing, 692042.56, Easting, 507194.10 Point Number 1678, Northing, 692027.66, Easting, 507236.88 Point Number 1679, Northing, 692061.61, Easting, 507253.32 Point Number 1680, Northing, 692095.71, Easting, 507263.60 Point Number 1681, Northing, 692173.02, Easting, 507296.70 Point Number 1682, Northing, 692265.80, Easting, 507333.47 Point Number 1683, Northing, 692438.41, Easting, 507428.67 Point Number 1684, Northing, 692440.85, Easting, 507456.88 Point Number 1685, Northing, 692430.66, Easting, 507491.15 Point Number 1686, Northing, 692392.04, Easting, 507549.81 Point Number 1687, Northing, 692369.94, Easting, 507583.38 Point Number 1688, Northing, 692344.10, Easting, 507623.23 Point Number 1689, Northing, 692339.85, Easting, 507629.90 Point Number 1690, Northing, 692281.03, Easting, 507738.21 Point Number 1691, Northing, 692272.92, Easting, 507760.80 Point Number 1692, Northing, 692244.23, Easting, 507840.65 Point Number 1693, Northing, 692212.95, Easting, 507842.97 Point Number 1694, Northing, 692169.71, Easting, 507823.23 Point Number 1695, Northing, 692102.33, Easting, 507839.02 Point Number 1696, Northing, 692069.86, Easting, 507839.02 Point Number 1697, Northing, 692046.43, Easting, 507874.16 Point Number 1698, Northing, 692030.34, Easting, 507912.23 Point Number 1699, Northing, 692006.91, Easting, 507945.92 Point Number 1700, Northing, 691990.80, Easting, 507992.76 Point Number 1701, Northing, 691980.54, Easting, 508026,45 Point Number 1702, Northing, 691967.38, Easting, 508055.72 3r2 V2005 149569 Ver: 011- GLAND -.13 03312-007 000- - 0 17C OR. 3903 PO; 2805 7 C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA"B° DEUNEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 14 OF 30 Point Number 1703, Northing, 691952.73, Easting, 508080.62 Point Number 1704, Northing, 691936.63, Easting, 508098.19 Point Number 1705, Northing, 691917.60, Easting, 508139.18 Point Number 1706, Northing, 691916.13, Easting, 508166,99 Point Number 1707, Northing, 691921.99, Easting, 508200,67 Point Number 1708, Northing, 691935.16, Easting, 508222.65 Point Number 1709, Northing, 691965.40, Easting, 508229.97 Point Number 1710, Northing, 691966.23, Easting, 508231.90 Point Number 1711, Northing, 691996.53, Easting, 508270.24 Point Number 1712, Northing, 692039.68, Easting, 508293.27 Point !Number 1713, Northing, 692092.06, Easting, 508322.69 Point Number 1714, Northing, 6921 16.33, Easting, 508351 .63 Point Number 1715, Northing, 692080.58, Easting, 508410.35 Point Number 1716, Northing, 691869.81, Easting, 508721.87 Point Number 1717, Northing, 691776.18, Easting, 508860.34 Point Number 1718, Northing, 691756.18, Easting, 508913.27 Point Number 1719, Northing, 691749.10, Easting, 508947.62 Point Number 1720, Northing, 691760.16, Easting, 509007.28 Paint Number 1721, Northing, 691793.88, Easting, 509033.15 Point Number 1722, Northing, 691787,04, Easting, 509058.06 Point Number 1723, Northing, 691763.90, Easting, 509110.93 Point Number 1724, Northing, 691766.05, Easting, 509151.65 Point Number 1725, Northing, 691774.35, Easting, 509195.82 Point Number 1726, Northing, 691804.58, Easting, 509237.25 Point Number 1727, Northing, 691838.32, Easting, 509263.12 Point Number 1728, Northing, 691881.97, Easting, 509267.26 Point Number 1729, Northing, 692021.71, Easting, 509298.80 Point Number 1730, Northing, 692027.43, Easting, 509301.61 Point Number 1731, Northing, 692083.44, Easting, 509328.65 Point Number 1732, Northing, 692132.22, Easting, 509379.96 Point Number 1733, Northing, 692189.92, Easting, 509447.11 Point Number 1734, Northing, 692235.07, Easting, 509517.24 Point Number 1735, Northing, 692283.34, Easting, 509587.24 Point Number 1736, Northing, 692284.12, Easting, 509635.96 Point Number 1737, Northing, 692270.46, Easting, 509741.65 Point Number 1738, Northing, 692245.32, Easting, 509863.51 Point Number 1739, Northing, 692226.02, Easting, 509924.46 Point Number 1740, Northing, 692191.22, Easting, 510034.98 Point Number 1741, Northing, 692180.37, Easting, 510081.76 Point Number 1742, Northing, 692169.06, Easting, 510130.80 Point Number 1743, Northing, 692158.32, Easting, 510177.19 Point Number 1744, Northing, 692164.33, Easting, 510233.02 Point Number 1745, Northing, 692081.01, Easting, 510624.26 Point Number 1746, Northing, 692031.11, Easting, 510852.96 Point Number 1630, Northing, 691995.90, Easting, 510933.88 (POINT OF BEGINNING) 312112005-149569 Ver. 011-GLAND CA- 033T2-007-000-- 0 OR; 3903 PG: 2806 -10 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2-3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 5) SHEET 15 OF 30 Containing 143.36 acres, more or less Subject to easements and restrictions of record. Bearings are based on the north line of Section 6, Township 49 South, Range 29 East, Collier County, Florida, being North 86'57152" East. LESS & EXCEPT FROM PARCEL B-3 THE FOLLOWING PARCEL PARCEL B-3-1 All that part of Section 5 & 6, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 5, Township 49 South, Range 29 East, Collier County, Florida (Point Number 21, Northing, 696628.53, Easting, 509321.77); Thence South 19'11'15" East 4905.12 feet to a point (Point Number 1630, Northing, 691995.90, Easting, 510933-88); Thence in straight line segments through the following vertices (Points 1631 through 1664 & 1747 inclusive) Point Number 1630,Northing, 691995.90, Easting, 510933.88 Point Number 1631,Northing, 691851.44, Easting, 510945.18 Point Number 1632,Northing, 691755.54, Easting, 510935.48 Point Number 1633,Northing, 691637.06, Easting, 510943.67 Point Number 1634,Northing, 691543.38, Easting, 510997.09 Point Number 1635,Northing, 691490.50, Easting, 511043.90 Point Number 1636,Northing, 691444.09, Easting, 511128.24 Point Number 1637,Northing, 691393.11, Easting, 511249.46 Point Number 1638,Northing, 691377.46, Easting, 511282.37 Point Number 1639,Northing, 691362.31, Easting, 511314.68 Point Number 1640,Northing, 691340.34, Easting, 511342.91 Point Number 1641,Northing, 690944.62, Easting, 511297.98 Point Number 1642,Northing, 690867.02, Easting, 511296.10 Point Number 1643,Northing, 690814.41, Easting, 511331.80 Point Number 1644,Northing, 690715.30, Easting, 511455.56 Point Number 1645,Northing, 690675.96, Easting, 511554.67 Point Number 1646,Northing, 690632.21, Easting, 511683.46 Point Number 1647,Northing, 690593.35, Easting, 511760.59 Point Number 1648,Northing, 690566.62, Easting, 511796.94 Point Number 1649,Northing, 690533.64, Easting, 511834.83 Point Number 1650,Northing, 690530.76, Easting, 511819.75 Point Number 1651,Northing, 690527.05, Easting, 511795.57 312112005- 149569 Ver_ OV- GLANO CAr43 00312 007 000 0 OR: 3903 PG: (807 • C 1. am DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 d 5-9. TOWNSHIP 49 SOUTH. RANGE 29 EAST, COLLIER COUNTY, FLORIDA {OTHER LISTED SPECIES RESTORATION AREA"3' DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 16 OF 30 Point Number 1652,Northing, 690501.01, Easting, 511795.57 Point Number 1653,Northing, 690482.42, Easting, 511808.59 Point Number 1654,Northing, 690461.04, Easting, 511801.15 Point Number 1655,Northing, 690439.65, Easting, 511793.72 Point Number 1656,Northing, 690430.16, Easting, 511792.45 Point Number 1657,Northing, 690411.76, Easting, 511790.00 Point Number 1658,Northing, 690366.78, Easting, 511788.67 Point Number 1659,Northing, 690348.54, Easting, 511788.14 Point Number 1660,Northing, 690263.02, Easting, 511782.56 Point Number 1661,Northing, 690241.85, Easting, 511778.53 Point Number 1662,Northing, 690223.97, Easting, 511775.12 Point Number 1663,Northing, 690204.44, Easting, 511772.48 Point Number 1664,Northing, 690155.17, Easting, 511765.83 Point Number 1747,Northing, 690124.82, Easting, 511589.39 (POINT OF BEGINNING) Thence in straight line segments through the following vertices (Points 1748 through 1816 & 1747 inclusive) Point Number 1748,Northing, 690064.81, Easting, 511566.77 Point Number 1749,Northing, 690037.88, Easting, 511550.31 Point Number 1750,Northing, 690022.74, Easting, 511530.42 Point Number 1751,Northing, 690020.36, Easting, 51 1467.70 Point Number 1752,Northing, 689989.92, Easting, 511435.52 Point Number 1753,Northing, 689980.27, Easting, 511349.20 Point Number 1754,Northing, 689977.52, Easting, 51 1302.08 Point Number 1755,Northing, 689950.76, Easting, 511278.01 Point Number 1756,Northing, 689939.99, Easting, 511238.50 Point Number 1757,Northing, 689972.71, Easting, 511176.63 Point Number 1758,Northing, 690000.87, Easting, 511141.97 Point Number 1759,Northing, 690009,69, Easting, 511099.24 Point Number 1760,Northing, 689987,35, Easting, 511055.55 Point Number 1761,Northing, 689984.31, Easting, 511020.14 Point Number 1762,Northing, 689973.25, Easting, 510992.54 Point Number 1763,Northing, 689954.84, Easting, 510945.04 Point Number 1764,Northing, 689978.92, Easting, 510918.31 Point Number 1765,Northing, 690018.63, Easting, 510891.73 Point Number 1766,Northing, 690034.79, Easting, 510868.70 Point Number 1767,Northing, 690031.80, Easting, 510829.39 Point Number 1768,Northing, 690040.66, Easting, 510786.45 Point Number 1769,Northing, 690076.88, Easting, 510740.48 Point Number 1770,Northing, 690093.53, Easting, 510697.73 Point Number 1771,Northing, 690114.20, Easting, 510651.19 Point Number 1772,Northing, 690146.44, Easting, 510608.82 Point Number 1773,Northing, 690178.21, Easting, 510586.15 Point Number 1774,Northing, 690209.12, Easting, 510586.92 T21/2005- 149569 Ver 011- GLAND 0- 03312-007- coo --0 OR; 3903 PG: 1808 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 d 5-9. TOWNSHIP 49 SOUTH, RANGE 29 EAST, CCLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 17 OF 30 Point Number 1775,Northing, 690227.38, Easting, 510532.15 Point Number 1776,Northing, 690245.75, Easting, 510482.29 Point Number 1777,Northing, 690256.24, Easting, 510435.06 Point Number 1778,Northing, 690240.50, Easting, 510382.57 Point Number 1779,Northing, 690224.75, Easting, 510369.45 Point Number 1780,Northing, 690190.64, Easting, 510353.71 Point Number 1781,Northing, 690159.15, Easting, 510351.08 Point Number 1782,Northing, 690118.80, Easting, 510345.11 Point Number 1783,Northing, 690137.91, Easting, 510314.80 Point Number 1784,Northing, 690174.80, Easting, 510241.31 Point Number 1785,Northing, 690191.53, Easting, 510194.67 Point Number 1786,Northing, 690201.74, Easting, 510173.12 Point Number 1787,Northing, 690207.98, Easting, 510159.93 Point Number 1788,Northing, 690239.75, Easting, 510137.07 Point Number 1789,Northing, 690253.02, Easting, 510124.45 Point Number 1790,Northing, 690271.76, Easting, 510106.62 Point Number 1791,Northing, 690300.73, Easting, 510065,19 Point Number 1792,Northing, 690312.16, Easting, 510048.84 Point Number 1793,Northing, 690348.72, Easting, 509990.96 Point Number 1794,Northing, 690365.49, Easting, 509974.87 Point Number 1795,Northing, 690384.66, Easting, 509956A9 Point Number 1796,Northing, 690425.39, Easting, 509886.99 Point Number 1797,Northing, 690436.16, Easting, 509860.76 Point Number 1798,Northing, 690446.11, Easting, 509836.55 Point Number 1799,Northing, 690504.81, Easting, 509787.84 Point Number 1800,Northing, 690522.38, Easting, 509829,76 Point Number 1801,Northing, 690555.41, Easting, 509883.98 Point Number 1802,Northing, 690602.51, Easting, 509998.54 Point Number 1803,Northing, 690627.15, Easting, 510051.12 Point Number 1804,Northing, 690648.68, Easting, 510077.54 Point Number 1805,Northing, 690658.89, Easting, 510114.96 Point Number 1806,Northing, 690672.33, Easting, 510170.98 Point Number 1807,Northing, 690689.46, Easting, 510226.87 Point Number 1808,Northing, 690688.28, Easting, 510275.12 Point Number 1809,Northing, 690687.04, Easting, 510327.08 Point Number 1810,Northing, 690715.27, Easting, 510383.44 Point Number 1811,Northing, 690"702.93, Easting, 510435.13 Point Number 1812,Northing, 690679.17, Easting, 510501.33 Point Number 1813,Northing, 690669.29, Easting, 510524.31 Point Number 1814,Northing, 690592.97, Easting, 510703.26 Point Number 1815,Northing, 690390.99, Easting, 511106.43 Point Number 1816,Northing, 690213.11, Easting, 511432.30 Point Number 1747,Northing, 690124.82, Easting, 511589.39 (POINT OF BEGINNING) Containing 15.38 acres, more or less 3121/2005 149569 Ver. 011 GLAND n A�<3 03912-007-000 0 OR: 3903 PG. 2809 • 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-B, TOWNSHIP 49 SOUTH, RANGE 29 EAST. COLLIER COUNTY, FLORIOA (OTHER LISTED SPECIES RESTORATION AREA"B' DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 18 OF 30 Subject to easements and restrictions of record. Bearings are based on the north line of Section 6, Florida, being North 86'57'52" East. ALSO INCLUDING Township 49 South, Range 29 East, Collier County, PARCEL B-4 NET ACREAGE: B-3 ACREAGE 143.36 B 3-1 ACREAGE —15.38 B-3 NET ACREAGE 127.98 All that part of Section 7 & 8, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southeast corner of Section 8, Township 49 South, Range 29 East, Collier County, Florida (Point Number 7, Northing, 682906.81, Easting, 516078.94); Thence along the south line of said Section 8 South 89°52'06" West 1975.27 feet to the POINT OF BEGINNING (Point Number 1817, Northing, 682902.27, Easting, 514103.67) Thence continue along the south line of said Section 8 South 89°52'06" West 1947.93 feet to a point (Point Number 1818, Northing, 682897.80, Easting, 512155.75) Thence leaving said south line in straight line segments through the following vertices (Points 1819 through 2035 & 1817 inclusive) Point Number 1819, Northing, 682920.51, Easting, 512156.30 Point Number 1820, Northing, 683435.04, Easting, 512143.90 Point Number 1821, Northing, 683714.41, Easting, 512119.58 Point Number 1822, Northing, 683718.17, Easting, 512091.70 Point Number 1823, Northing, 683720.20, Easting, 512007.82 Point Number 1824, Northing, 683721.77, Easting, 511942.57 Point Number 1825, Northing, 683702.84, Easting, 511864.20 Point Number 1826, Northing, 683705.66, Easting, 511839.60 Point Number 1827, Northing, 683697.28, Easting, 511802.09 Point Number 1828, Northing, 683670.09, Easting, 511773.46 Point Number 1829, Northing, 683618.36, Easting, 51 1734.90 Point Number 1830, Northing, 683565.42, Easting, 511746.06 Point Number 1831, Northing, 683522.16, Easting, 511741.89 Point Number 1832, Northing, 683482.21, Easting, 511728.49 Point Number 1833, Northing, 683456.72, Easting, 511722.16 Point Number 1834, Northing, 683357.52, Easting, 51148126 Point Number 1835, Northing, 683322,45, Easting, 511366.50 372112005 149569 Ver 011- GLAND CA- 03012-067-660 - 0 OR: 3903 PG; 281017C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9. TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B° DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 19 OF 30 Point Number 1836, Northing, 683330.12, Easting, 511309.74 Point Number 1837, Northing, 683343.34, Easting, 511284.75 Point Number 1838, Northing, 683450.85, Easting, 511271.54 Point Number 1839, Northing, 683731.60, Easting, 511265.69 Point Number 1840, Northing, 683785.54, Easting, 511251.17 Point Number 1841, Northing, 683795.30, Easting, 511238.75 Point Number 1842, Northing, 683808.82, Easting, 511210.88 Point Number 1843, Northing, 683805.44, Easting, 511210.53 Point Number 1844, Northing, 683802.11, Easting, 511087.04 Point Number 1845, Northing, 683811.12, Easting, 510843.65 Point Number 1846, Northing, 683805.45, Easting, 510555.60 Point Number 1847, Northing, 683800.76, Easting, 510226.44 Point Number 1848, Northing, 683805.74, Easting, 510150.63 Point Number 1849, Northing, 683799.97, Easting, 510128.34 Point Number 1850, Northing, 683768.62, Easting, 510121.25 Point Number 1851, Northing, 683721.58, Easting, 510110.62 Point Number 1852, Northing, 683684.61, Easting, 510074.92 Point Number 1853, Northing, 683663.39, Easting, 510039.61 Point Number 1854, Northing, 683652.00, Easting, 509988.71 Point Number 1855, Northing, 683644.22, Easting, 509918,91 Point Number 1856, Northing, 683643.07, Easting, 509883.65 Point Number 1857, Northing, 683640.59, Easting, 509808.09 Point Number 1858, Northing, 683634.25, Easting, 509678.22 Point Number 1859, Northing, 683625.38, Easting, 509568.12 Point Number 1860, Northing, 683657.99, Easting, 509565.23 Point Number 1861, Northing, 683657.80, Easting, 509564.26 Point Number 1862, Northing, 683662.43, Easting, 509555.51 Point Number 1863, Northing, 683658.52, Easting, 509501.20 Point Number 1864, Northing, 683655.34, Easting, 509457.25 Point Number 1865, Northing, 683650.41, Easting, 509400.17 Point Number 1866, Northing, 683653.24, Easting, 509283.19 Point Number 1867, Northing, 683653.49, Easting, 509244.95 Point Number 1868, Northing, 683654.49, Easting, 509099.71 Point Number 1869, Northing, 683645.01, Easting, 508969.75 Point Number 1870, Northing, 683635.15, Easting, 508855.62 Point Number 1871, Northing, 683654.02, Easting, 508726.36 Point Number 1872, Northing, 683646.70, Easting, 508637.59 Point Number 1873, Northing, 683688.12, Easting, 50$619.62 Point Number 1874, Northing, 683741.77, Easting, 508617.75 Point Number 1875, Northing, 683934.58, Easting, 508597.11 Point Number 1876, Northing, 684095.13, Easting, 508607.33 Point Number 1877, Northing, 684108.98, Easting, 508597.41 Point Number 1878, Northing, 684120.81, Easting, 508588.97 Point Number 1879, Northing, 684154.83, Easting, 508493.82 Point Number 1880, Northing, 684156.23, Easting, 508494.15 3,2112005- 149569 Ver- 01!- GLAND IA- 03312 007-000- - 0 OR: 3903 PG-4 2811 17 C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 a 5-9, TOWNSHIP 49 SOUTH RANGE 29 EAST, COLLER COUNTY, FLOPIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 20 OF 30 Point Number 1881, Northing, 684219.76, Easting, 508391.19 Point Number 1882, Northing, 684268.32, Easting, 508313.09 Point Number 1883, Northing, 684283.46, Easting, 508281.02 Point Number 1884, Northing, 684313.81, Easting, 508213.29 Point Number 1885, Northing, 684311.94, Easting, 508210.93 Point Number 1886, Northing, 684368.31, Easting, 508129.87 Point Number 1887, Northing, 684414.56, Easting, 508042.40 Point Number 1888, Northing, 684463.73, Easting, 507964.49 Point Number 1889, Northing, 684512.77, Easting, 507892.91 Point Number 1890, Northing, 684555,39, Easting, 507824.34 Point Number 1891, Northing, 684591.04, Easting, 507784.08 Point Number 1892, Northing, 684627.15, Easting, 507724.84 Point Number 1893, Northing, 684656.27, Easting, 507693.90 Point Number 1894, Northing, 684714.51, Easting, 507632.03 Point Number 1895, Northing, 684762.69, Easting, 507595.23 Point Number 1896, Northing, 684813.95, Easting, 507561.67 Point Number 1897, Northing, 684833.53, Easting, 507533.66 Paint Number 1898, Northing, 684856.36, Easting, 507502.59 Point Number 1899, Northing, 684856.12, Easting, 507499.15 Point Number 1900, Northing, 684908.14, Easting, 507446.89 Point Number 1901, Northing, 684930.96, Easting, 507415,80 Point Number 1902, Northing, 684960.38, Easting, 507372.22 Point Number 1903, Northing, 685012.84, Easting, 507284.16 Point Number 1904, Northing, 685122.56, Easting, 507285.17 Point Number 1905, Northing, 685131.13, Easting, 507227.72 Point Number 1906, Northing, 685136.28, Easting, 507162.99 Point Number 1907, Northing, 685131.44, Easting, 507075.86 Point Number 1908, Northing, 685140.16, Easting, 507048.67 Point Number 1909, Northing, 685144.25, Easting, 507018.37 Point Number 1910, Northing, 685152.53, Easting, 506954.38 Point Number 1911, Northing, 685160.80, Easting, 506890.39 Point Number 1912, Northing, 685162.10, Easting, 506836.37 Point Number 1913, Northing, 685171.51, Easting, 506725.12 Point Number 1914, Northing, 685172.98, Easting, 506664.35 Point Number 1915, Northing, 685197.58, Easting, 506621.02 Point Number 1916, Northing, 685231.14, Easting, 506625.21 Point Number 1917, Northing, 685274.88, Easting, 506626.27 Point Number 1918, Northing, 685328.39, Easting, 506641.08 Point Number 1919, Northing, 685368.52, Easting, 506652.19 Point Number 1920, Northing, 685448.70, Easting, 506677.78 Point Number 1921, Northing, 685512.21, Easting, 506696.21 Point Number 1922, Northing, 685555.71, Easting, 506707.40 Point Number 1923, Northing, 685675.94, Easting, 506747.47 Point Number 1924, Northing, 685692.65, Easting, 506753.17 Point Number 1925, Northing, 685836.22, Easting, 506802.02 9121/2005- 149569 Vern. 011-GLAND CAs4l 03312-007-000 0 OR: 3903 PG: 281'1 17 C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 --3 & 5-9. TOWNSHIP 49 SOUTH. RANGE 29 FAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 21 OF 30 Point Number 1926, Northing, 685979.43, Easting, 506866.30 Point Number 1927, Northing, 686073.78, Easting, 506907.65 Point Number 1928, Northing, 685818.91, Easting, 507284.13 Point Number 1929, Northing, 684888.64, Easting, 508733.96 Point Number 1930, Northing, 685604.91, Easting, 509217.14 Point Number 1931, Northing, 685591.53, Easting, 509240.63 Point Number 1932, Northing, 685736.27, Easting, 509324.16 Point Number 1933, Northing, 686084.38, Easting, 509531.92 Point Number 1934, Northing, 686137.34, Easting, 509558.51 Point Number 1935, Northing, 686162.45, Easting, 509514.45 Point Number 1936, Northing, 686253.47, Easting, 509580.31 Point Number 1937, Northing, 686309.58, Easting, 509606.98 Point Number 1938, Northing, 686344.69, Easting, 509588.85 Point Number 1939, Northing, 686365.12, Easting, 509526.07 Point Number 1940, Northing, 686369.04, Easting, 509494.52 Point Number 1941, Northing, 686397.70, Easting, 509482.56 Point Number 1942, Northing, 686426.29, Easting, 509473.76 Point Number 1943, Northing, 686453.50, Easting, 509441.94 Point Number 1944, Northing, 686494.13, Easting, 509468.36 Point Number 1945, Northing, 686500.16, Easting, 509459.34 Point Number 1946, Northing, 686538.89, Easting, 509479.96 Point Number 1947, Northing, 686597.01, Easting, 509508.92 Point Number 1948, Northing, 686689.27, Easting, 509585.91 Point Number 1949, Northing, 686739.17, Easting, 509630.41 Point Number 1950, Northing, 686789.54, Easting, 509655.23 Point Number 1951, Northing, 686840.30, Easting, 509664.33 Point Number 1952, Northing, 686922.31, Easting, 509678.13 Point Number 1953, Northing, 686969.71, Easting, 509663.54 Point Number 1954, Northing, 687013.48, Easting, 509637.05 Point Number 1955, Northing, 687049.60, Easting, 509602.51 Point Number 1956, Northing, 687085.92, Easting, 509560,11 Point Number 1957, Northing, 687111.23, Easting, 509485.96 Point Number 1958, Northing, 687096.60, Easting, 509442.32 Point Number 1959, Northing, 687050.33, Easting, 509409.72 Point Number 1960, Northing, 687011.61, Easting, 509389.12 Point Number 1961, Northing, 686953.87, Easting, 509344.42 Point Number 1962, Northing, 686884.19, Easting, 509307.33 Point Number 1963, Northing, 686685.84, Easting, 509182.50 Point Number 1964, Northing, 687015.03, Easting, 508691.68 Point Number 1965, Northing, 687308.94, Easting, 508253.45 Point Number 1966, Northing, 687899.19, Easting, 508619.45 Point Number 1967, Northing, 687761.50, Easting, 508890.47 Point Number 1968, Northing, 687666.47, Easting, 509031.23 Point Number 1969, Northing, 687653.69, Easting, 509050.17 Point Number 1970, Northing, 687628.04, Easting, 50908B.73 3i2112005. 149669 Ver O1I GLAND 03312-007-OOC-- 0 OR: 43903 ILIa, ILB13 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9. TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "6" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 22 OF 30 Point Number 1971, Northing, 687084,31, Easting, 509905.91 Point Number 1972, Northing, 686435.98, Easting, 510922.04 Point Number 1973, Northing, 686416.89, Easting, 510996.78 Point Number 1974, Northing, 686355.45, Easting, 510965.51 Point Number 1975, Northing, 686350.26, Easting, 510962.77 Point Number 1976, Northing, 686218.82, Easting, 510884.82 Point Number 1977, Northing, 686082.25, Easting, 510797.09 Point Number 1978, Northing, 685983.28, Easting, 510733.52 Point Number 1979, Northing, 685418.71, Easting, 510405.06 Point Number 1980, Northing, 685253.14, Easting, 510279.06 Point Number 1981, Northing, 685052.41, Easting, 510186.33 Point Number 1982, Northing, 685050.16, Easting, 510190.27 Point Number 1983, Northing, 685033.56, Easting, 510224.66 Point Number 1984, Northing, 684994.66, Easting, 510306.66 Point Number 1985, Northing, 684963.81, Easting, 510371.69 Point Number 1986, Northing, 684867.49, Easting, 510575.01 Point Number 1987, Northing, 684795.12, Easting, 510699.80 Point Number 1988, Northing, 684631.21, Easting, 511091.31 Point Number 1989, Northing, 684565.48, Easting, 511238.30 Point Number 1990, Northing, 684630.09, Easting, 511268.47 Point Number 1991, Northing, 684666.99, Easting, 511307.33 Point Number 1992, Northing, 684675.09, Easting, 511315.87 Point Number 1993, Northing, 684700.81, Easting, 511342.95 Point Number 1994, Northing, 684721.81, Easting, 511387.75 Point Number 1995, Northing, 684762.08, Easting, 511417.21 Point Number 1996, Northing, 684796.51, Easting, 511427.53 Point Number 1997, Northing, 684824.79, Easting, 511431.38 Point Number 1998, Northing, 684878.28, Easting, 511435.84 Point Number 1999, Northing, 684915.86, Easting, 511446.25 Point Number 2000, Northing, 684945.25, Easting, 511535.55 Point Number 2001, Northing, 684950.45, Easting, 511545.12 Point Number 2002, Northing, 684949.89, Easting, 511609.45 Point Number 2003, Northing, 684961.73, Easting, 511666.11 Point Number 2004, Northing, 684989.78, Easting, 511736.43 Point Number 2005, Northing, 685007.69, Easting, 511816.43 Point Number 2006, Northing, 685048,22, Easting, 511916.90 Point Number 2007, Northing, 685078.92, Easting, 512013.80 Point Number 2008, Northing, 685122.27, Easting, 512134.22 Point Number 2009, Northing, 685140.18, Easting, 512214.22 Point Number 2010, Northing, 685185.37, Easting, 512258.43 Point Number 2011, Northing, 684960.49, Easting, 512301.06 Point Number 2012, Northing, 684777.41, Easting, 512321.60 Point Number 2013, Northing, 684548.78, Easting, 512349.11 Point Number 2014, Northing, 684442.79, Easting, 512359.82 Point Number 2015, Northing, 684419.19, Easting, 512379.13 3/21/2005 149569 Vec 011 GLAND CA.na 03312-007-000--0 OR; 3903 PG: 4814 7 C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9. TOWNSHP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIOA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 23 OF 30 Point Number 2016, Northing, 684309.42, Easting, 512409.62 Point Number 2017, Northing, 684263.91, Easting, 512412.66 Point Number 2018, Northing, 683987.52, Easting, 512741.70 Point Number 2019, Northing, 683993.58, Easting, 512833.03 Point Number 2020, Northing, 684026.54, Easting, 513007.90 Point Number2021, Northing, 684031.90, Easting, 513016.40 Point Number 2022, Northing, 684016.81, Easting, 513068.80 Point Number 2023, Northing, 684032.31, Easting, 513196.63 Point Number 2024, Northing, 684056.52, Easting, 613349.55 Point Number 2025, Northing, 684078.39, Easting, 513530.73 Point Number 2026, Northing, 684076.79, Easting, 513536.55 Point Number 2027, Northing, 684077.14, Easting, 513536.89 Point Number 2028, Northing, 684069.71, Easting, 513573.68 Point Number 2029, Northing, 684074.91, Easting, 513614.22 Point Number 2030, Northing, 684078.52, Easting, 513623.96 Point Number 2031, Northing, 684005.54, Easting, 513665.38 Point Number 2032, Northing, 683930.20, Easting, 513707.07 Point Number 2033, Northing, 683695.47, Easting, 513807.07 Point Number 2034, Northing, 683114.15, Easting, 514019.92 Point Number 2035, Northing, 682938.84, Easting, 514096.49 Point Number 1817, Northing, 682902.27, Easting, 514103.67(POINT OF BEGINNING) Containing 265.52 acres, more or less Subject to easements and restrictions of record. Bearings are based on the south line of Section 8, Township 49 South, Range 29 East, Collier County, Florida, being Section 8 South 89°52'06" West. 312112005� 149569 Ver oil-GLAND CAW 03312 007-000- 0 OR; 3903 PO. 2815 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9. TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA {OTHER LISTED SPECIES RESTORATION AREA 'B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6} SHEET 24 OF 30 LESS & EXCEPT FROM PARCEL B-4 THE FOLLOWING PARCEL PARCEL B-4-1 All that part of Section 7, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southeast corner of Section 7, Township 49 South, Range 29 East, Collier County, Florida (Point Number 8, Northing, 682894.54, Easting, 510737.97); Thence along the south line of said Section 7, North 89049'43" West 705.66 feet to a point (Point Number 2036, Northing, 682896.65,Easting, 510032.31); Thence leaving said south line North 00'10'17" East 2617.45 feet to the POINT OF BEGINNING (Point Number 2037, Northing, 685514.09,Easting, 510040.15) Thence in straight line segments through the following vertices (Points 2038 through 2059 & 2037 inclusive) Point Number 2038, Northing, 685542.60,Easting, 510034.51 Point Number 2039, Northing, 685580.64,Easting, 510025.94 Point Number 2040, Northing, 685608.60,Easting, 510042.44 Point Number2041, Northing, 685629.99,Easting, 510071.44 Point Number 2042, Northing, 685632-46,Easting, 510099.98 Point Number 2043, Northing, 685622.47,Easting, 510121.87 Point Number 2044, Northing, 685602.88,Easting, 510149.87 Point Number 2045, Northing, 685595.89,Easting, 510178.18 Point Number 2046, Northing, 685595.44,Easting, 510197.15 Point Number 2047, Northing, 685600.82,Easting, 510235.25 Point Number 2048, Northing, 685597.06,Easting, 510260,47 Point Number 2049, Northing, 685580.77,Easting, 510282.22 Point Number 2050, Northing, 685555.19,Easting, 510297.41 Point Number2051, Northing, 685530.20,Easting, 510287.32 Point Number 2052, Northing, 685508.68,Easting, 510264.66 Point Number 2053, Northing, 685480.48,Easting, 510257.64 Point Number 2054, Northing, 685452.65,Easting, 510234.82 Point Number 2055, Northing, 685432.84,Easting, 510216.93 Point !Number 2056, Northing, 685448.32,Easting, 510202.28 Point Number 2057, Northing, 685453.38,Easting, 510178.59 Point Number 2058, Northing, 685475.39,Easting, 510139.67 Point Number 2059, Northing, 685495.69,Easting, 510095.68 Point Number 2037, Northing, 685514.09,Easting, 510040.15 Containing 0.75 acres, more or less 312V200S-149589 V.,. 011-GLAND CA- 03312-067 000 0 OR; 3903 PG. 3816 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9. TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 25 OF 30 Subject to easements and restrictions of record. Bearings are based on the north line of Section 7, Florida, being North 89049'43" West. Township 49 South, Range 29 East, Collier County, LESS & EXCEPT FROM PARCEL B-4 THE FOLLOWING PARCEL PARCEL B-4-2 All that part of Section 7, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southeast corner of Section 7, Township 49 South, Range 29 East, Collier County, Florida (Point Number 8, Northing, 682894.54, Easting, 510737.97); Thence along the south line of said Section 7, North 89°49'43" West 1116.29 feet to a point (Point Number 2061, Northing, 682897.88, Easting, 509621.69); Thence leaving said south line North 00010'17" East 2472.21 feet to the POINT OF BEGINNING (Point Number 2062, Northing, 685370.08, Easting, 509629.09); Thence in straight line segments through the following vertices (Points 2063 through 2076 & 2062 inclusive) Point Number 2063, Northing, 685490.50, Easting, 509417.85 Point Number 2064, Northing, 685571.98, Easting, 509468.88 Point Number 2065, Northing, 685882.20, Easting, 509678.89 Point Number 2066, Northing, 686162.07, Easting, 509840.70 Point Number 2067, Northing, 686167.76, Easting, 509866.15 Point Number 2068, Northing, 686157.78, Easting, 509888.06 Point Number 2069, Northing, 686117.45, Easting, 509991.50 Point Number 2070, Northing, 686054.77, Easting, 510107.03 Point Number 2071, Northing, 686015.43, Easting, 510169.36 Point Number 2072, Northing, 685943.98, Easting, 510256.22 Point Number 2073, Northing, 685701.78, Easting, 510101.65 Point Number 2074, Northing, 685813,25, Easting, 509924.00 Point Number 2075, Northing, 685813.71, Easting, 509905.03 Point Number 2076, Northing, 685590.27, Easting, 509757.24 Point Number 2062, Northing, 685370.08, Easting, 509629.09 (POINT OF BEGINNING) W2112005-149569 Vern. 011-GLAN❑ CA443 03312 007-006 0 OR: 3903 PG: 2813 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9. TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 26 OF 30 Containing 5.96 acres, more or less Subject to easements and restrictions of record. Hearings are based on the north line of Section 7, Florida, being North 89°49'43" West. Township 49 South, Range 29 East, Collier County, LESS & EXCEPT FROM PARCEL B-4 THE FOLLOWING PARCEL PARCEL B-4-3 All that part of Section 7, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southeast corner of Section 7, Township 49 South, Range 29 East, Collier County, Florida (Point Number 8, Northing, 682894.54, Easting, 510737.97); Thence along the south line of said Section 7, North 89°49'43" West 1808.49' feet to a point (Point Number 2077, Northing, 682899.95, Easting, 508929.49); Thence leaving said south line North 00'1017" East 4541.97 feet to the POINT OF BEGINNING (Point Number 2078, Northing, 687441.91, Easting, 508943.09); Thence in straight line segments through the following vertices (Points 2079 through 2101 & 2078 inclusive) Point Number 2079, Northing, 687443.62, Easting, 508939.32 Point Number 2080, Northing, 687454.33, Easting, 508915.85 Point Number 2081, Northing, 687475.15, Easting, 508865.20 Point Number 2082, Northing, 687516.43, Easting, 508779.63 Point Number 2083, Northing, 687557.13, Easting, 508717.66 Point Number 2084, Northing, 687589.14, Easting, 508690.89 Point Number 2085, Northing, 687620.21, Easting, 508703.45 Point Number 2086, Northing, 687650.99, Easting, 508727.80 Point Number 2087, Northing, 687667.94, Easting, 508764.44 Point Number 2088, Northing, 687669.73, Easting, 508763.67 Point Number 2089, Northing, 687728.42, Easting, 508769.03 Point Number 2090, Northing, 687715.05, Easting, 508835.60 Point Number 2091, Northing, 687682.19, Easting, 508897.76 Point Number 2092, Northing, 687661.74, Easting, 508932.68 Point Number 2093, Northing, 687609.38, Easting, 508990.43 Point Number 2094, Northing, 687603.68, Easting, 508989.34 Point Number 2095, Northing, 687698.47, Easting, 509005.90 Point Number 2096, Northing, 687588.65, Easting, 509037.14 Point Number 2097, Northing, 687563.26, Easting, 509049.11 312112005- 149569 Ve, 011 GLAND CAt 03312-007-000- - 0 OR: 3903 PG: 2818 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9. TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA {OTHER LISTED SPECIES RESTORATION AREA"B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHFFT 27 OF 30 Point Number 2098, Northing, 687556.92, Easting, 509052.12 Point Number2099, Northing, 687537.61, Easting, 509039.85 Point Number 2100, Northing, 687514.76, Easting, 509011.75 Point Number 2101, Northing, 687456.73, Easting, 508978.86 Containing 1.34 acres, more or less Subject to easements and restrictions of record. Bearings are based on the north line of Section 7, Township 49 South, Range 29 East, Collier County, Florida, being North 89049'43" West. ALSO INCLUDING PARCEL B-5 NET ACREAGE: B-4 ACREAGE 265.52 B 4-1 ACREAGE 0.75 B 4-2 ACREAGE 5.96 B 4-3 ACREAGE -1.34 B-4 NET ACREAGE 257.47 All that part of Section 7, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southwest corner of Section 7, Township 49 South, Range 29 East, Collier County, Florida (Point Number 9, Northing, 682908.78, Easting, 505979.89); Thence along the west line of said Section 7, North 00'21'39" East 797.08' feet to a point (Point Number 2102, Northing, 683705.84, Easting, 505984.91); Thence leaving said west line South 89'38'21" East 124.10 feet to the POINT OF BEGINNING (Point Number 2103, Northing, 683705.06, Easting, 506109.01); Thence in straight line segments through the following vertices (Points 2104 through 2164 & 2103 inclusive) Point Number 2104, Northing, 683955.09, Easting, 506110.99 Point Number 2105, Northing, 683955.80, Easting, 506229.92 Point Number 2106, Northing, 683977.89, Easting, 506356.57 Point Number 2107, Northing, 683983.25, Easting, 506432.37 Point Number 2108, Northing, 683989.21, Easting, 506482.97 Point Number 2109, Northing, 684004.58, Easting, 506561.27 312 V2005- 149569 Ver_ 611- GLAND CA- 03912-007-000- - 0 OR, 3903 PG; 2819 • 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA"B" ❑ELINEATICN WITHIN STEWARDSHIP SENDING AREA 6) SHEET 28 OF 30 Point Number 2110, Northing, 684039.96, Easting, 506573.05 Point Number 2111, Northing, 684078.25, Easting, 506590.74 Point Number 2112, Northing, 684110.66, Easting, 506611.36 Point Number 2113, Northing, 684128.33, Easting, 506626.09 Point Number 2114, Northing, 684143.07, Easting, 506673.21 Point Number 2115, Northing, 684146.01, Easting, 506720.35 Point Number 2116, Northing, 684154.84, Easting, 506758.65 Point Number 2117, Northing, 684163.68, Easting, 506788.09 Point Number 2118, Northing, 684163.68, Easting, 506832.28 Point Number 2119, Northing, 684165.22, Easting, 506873.96 Point Number 2120, Northing, 684175.46, Easting, 506982.51 Point Number 2121, Northing, 684178.41, Easting, 507014.92 Point Number 2122, Northing, 684181.35, Easting, 507053.22 Point Number 2123, Northing, 684175.46, Easting, 507094.46 Point Number 2124, Northing, 684169.57, Easting, 507138.65 Point Number 2125, Northing, 684169.57, Easting, 507174.00 Point Number 2126, Northing, 684169.57, Easting, 507209.34 Point Number 2127, Northing, 684177.84, Easting, 507249.07 Point Number 2128, Northing, 684171.90, Easting, 507247.73 Point Number 2129, Northing, 684117.88, Easting, 507253.63 Point Number 2130, Northing, 6B4053.11, Easting, 507259.26 Point Number 2131, Northing, 684006.45, Easting, 507258.13 Point Number 2132, Northing, 683970.47, Easting, 507260.86 Point Number 2133, Northing, 683938.18, Easting, 507260.09 Point Number 2134, Northing, 683902.47, Easting, 507252.00 Point Number 2135, Northing, 683874.10, Easting, 507236.91 Point Number 2136, Northing, 683861.30, Easting, 507171.73 Point Number 2137, Northing, 683866.71, Easting, 507096.19 Point Number 2138, Northing, 683843.26, Easting, 507027.15 Point Number 2139, Northing, 683844.98, Easting, 506955.14 Point Number 2140, Northing, 683828,16, Easting, 506907.88 Point Number 2141, Northing, 683829.29, Easting, 506861.07 Point Number 2142, Northing, 683822.80, Easting, 506832.08 Point Number 2143, Northing, 683806.08, Easting, 506781.22 Point Number 2144, Northing, 683793.37, Easting, 506712.45 Point Number 2145, Northing, 683772.70, Easting, 506675.91 Point Number 2146, Northing, 683763.24, Easting, 506621.63 Point Number 2147, Northing, 683760.77, Easting, 506574.73 Point Number 2148, Northing, 683754.90, Easting, 506520.54 Point Number 2149, Northing, 683749.54, Easting, 506444.73 Point Number 2150, Northing, 683736.31, Easting, 506397.56 Point Number 2151, Northing, 683719.75, Easting, 506339.51 Point Number 2152, Northing, 683721.70, Easting, 506322.58 Point Number 2153, Northing, 683714.05, Easting, 506317.04 Point Number 2154, Northing, 683706.02, Easting, 506300.97 3121/2005- 149569 Ver: 011- GLAND GA.4' 03312-007-000-- 0 OR. 3903 PG, 2820 h 17 C VM& DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA"B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 29 OF 30 Point Number 2155, Northing, 683700.66, Easting, 506289.20 Point Number 2156, Northing, 683695.30, Easting, 506270.44 Point Number 2157, Northing, 683691.55, Easting, 506250.10 Point Number 2158, Northing, 683691.55, Easting, 506226.53 Point Number 2159, Northing, 683694.77, Easting, 506215.27 Point Number 2160, Northing, 683701.20, Easting, 506194.40 Point Number 2161, Northing, 683704.94, Easting, 506177.79 Point Number 2162, Northing, 683710.30, Easting, 506157.97 Point Number 2163, Northing, 683708.69, Easting, 506137.09 Point Number 2164, Northing, 683706.02, Easting, 506125.30 Containing 7.87 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 7, Township 49 South, Range 29 East, Collier County, Florida, being North 00021'39" East. NET ACREAGE: B-1 ACREAGE 130.57 B-2 ACREAGE 95.35 B-3 ACREAGE 127.98 B-4 ACREAGE 257.47 B-5 ACREAGE -7.87 NET ACREAGE 619.24 STATEMENT OF DEFINITION, ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 6 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-94). 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/23/03 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' - 4. TARGET SCALE: 1 "=500' 5. SCALE NOT TO EXCEED 1"=500'. 6. THIS IMAGERY HAS NOT BEEN ORTHO CORRECTED IN ORDER TO MEET MINIMUM TECHNICAL STANDARDS OR NATIONAL MAP ACCURACY STANDARDS. 7. VERTICAL ELEVATION CHANGES WILL CAUSE HORIZONTAL DISPLACEMENT. EVERY EFFORT HAS BEEN MADE TO MINIMIZE THIS EFFECT FOR CRITICAL FEATURES. S. IN AREAS WHERE TALL STRUCTURES OR TREES LEAN TO OBSTRUCT FEATURES, EXPOSURES WERE MOSAICKED IN AN EFFORT TO MINIMIZE THE EFFECT. W112005 149569 Ve, 011 GLAND CAI4J 03312-007-O00 0 OR: 3903 PG: 282.1 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY. FLORIDA (OTHER LISTED SPECIES RESTORATION AREA 'B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 30 OF 30 9. THIS PRODUCT IS SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT PROVIDED IN A DIGITAL FORMAT. B. BASED ON THESE PARAMETERS, THE LINES DEPICTED IN THIS DIGITAL FILE HAVE AN ESTIMATED POSITIONAL ACCURACY OF +/- 20 FEET. C. MINOR DIFFERENCES IN POSITION AND ACREAGE BETWEEN THIS DESCRIPTION AND OTHER FORMATS CAN BE ATTRIBUTED TO COORDINATE PROJECTION AND SOFTWARE ACCURACY PARAMETERS. 3. COORDINATE BASIS: THE LINES DEPICTED HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 83, GRS80, US SURVEY FEET. BY DATE 3-21-05 LANCE T. MILLER, P.S.M. LS # 5627 WILSONMILLER, INC. REGISTERED ENGINEERS AND LAND SURVEYORS. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND MAPPER. NOT BASED ON FULL SURVEY OF SUBJECT LANDS, CERTIFICATE OF AUTHORIZATION # LB-43 REF 2H-94 312 V2005-149569 Ver. 011-GLAND CAM4) 03312-007 000 0 OR: 3903 PG: 2822 17C DESCRIPTION OF PART OF SECTIONS 2-6, TOWNSHIP 49 SOUTH, RANGE 29 EAST COLLIER COUNTY, FLORIDA WADING BIRD RESTORATION AREA (RESTORATION AREA "C") Delineation Within Stewardship Sending Area 6 PARCEL C-1 All that part of Section 2, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northeast corner of Section 2, Township 49 South, Range 29 East, Collier County, Florida (Point Number 1, Northing, 697273.28, Easting, 530714.88); Thence South 19°50'04" West 3771.60 feet to the POINT OF BEGINNING (Point Number 2165, Northing, 693725.42, Easting, 529435.17) Thence in straight line segments through the following vertices (Points 2166 through 2182 & 2165 inclusive) Point Number 2166, Northing, 693705.89, Easting, 529477.61 Point Number 2167, Northing, 693648.46, Easting, 529602.32 Point Number 2168, Northing, 693649.36, Easting, 529606.07 Point Number 2169, Northing, 693598.67, Easting, 529688.91 Point Number 2170, Northing, 693513.28, Easting, 529766.63 Point Number 2171, Northing, 693351.54, Easting, 529878.43 Point Number 2172, Northing, 693263.15, Easting, 529916.18 Point Number 2173, Northing, 693141.92, Easting, 529855.10 Point Number 2174, Northing, 693121.73, Easting, 529844.93 Point Number 2175, Northing, 693000.26, Easting, 529770.15 Point Number 2176, Northing, 692946.56, Easting, 529689.05 Point Number 2177, Northing, 692968.16, Easting, 529617.73 Point Number 2178, Northing, 693050.71, Easting, 529492.05 Point Number 2179, Northing, 693111.91, Easting, 529359.31 Point Number 2180, Northing, 693103.27, Easting, 529355.97 Point Number 2181, Northing, 693586.91, Easting, 529408,30 Point Number 2182, Northing, 693643.84, Easting, 529413.81 Point Number 2165, Northing, 693725.42, Easting, 529435.17 Containing 6.49 acres, more or less Subject to easements and restrictions of record. Bearings are based on the east line of Section 2, Township 49 South, Range 29 East, Collier County, Florida, being S07°45'32"E. 312V2005-149677 Ver. 011-GLAN❑ CA, 43 03312-007-000- - 0 OR: 3903 PG: 4823 17 C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH.. RANGE 29 EAST, COLLIER COUNTY, FLORIDA (WADING BIRD RESTORATION AREA "C" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 2 OF 5 ALSO INCLUDING PARCEL C-2 All that part of Section 3 & 4, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 3, Township 49 South, Range 29 East, Collier County, Florida (Point Number 25, Northing, 697209.85, Easting, 519996.04); Thence along the west line of said Section 3 South 08020'57" East 2427.16 feet to the POINT OF BEGINNING (Point Number 2183, Northing, 694808.41, Easting, 520348.48) Thence in straight line segments through the following vertices (Points 2184 through 2209 & 2183 inclusive) Point Number 2184, Northing, 694795.86, Easting, 520359.78 Point Number 2185, Northing, 694793.70, Easting, 520355.35 Point Number 2186, Northing, 694565.52, Easting, 520372.62 Point Number 2187, Northing, 694280.59, Easting, 520377.22 Point Number 2188, Northing, 694212.32, Easting, 520375.57 Point Number 2189, Northing, 694152,42, Easting, 520339.80 Point Number 2190, Northing, 693702.16, Easting, 520431.83 Point Number 2191, Northing, 693615.87, Easting, 520075.31 Point Number 2192, Northing, 693611.44, Easting, 520069.65 Point Number 2193, Northing, 693903.97, Easting, 519991.27 Point Number 2194, Northing, 694432.11, Easting, 519837.65 Point Number 2195, Northing, 694486.79, Easting, 519856.44 Point Number 2196, Northing, 694566.48, Easting, 519858.37 Point Number 2197, Northing, 694603.16, Easting, 519912.48 Point Number 2198, Northing, 694657.98, Easting, 520001.53 Point Number 2199, Northing, 694718.02, Easting, 520029.70 Point Number 2200, Northing, 694762.58, Easting, 520072.70 Point Number 2201, Northing, 694792.00, Easting, 520111.42 Point Number 2202, Northing, 694829.32, Easting, 520139.04 T21y2005. 149677 Vern. 011-GLAND CA- 03312-007-000-- 0 OR. 3903 PG, 2824 17 C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -a & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (WADING BIRD RESTORATION AREA "C' CELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 3 OF 5 Point Number 2203, Northing, 694866.63, Easting, 520166.66 Point Number 2204, Northing, 694913.98, Easting, 520198.42 Point Number 2205, Northing, 694918.46, Easting, 520221.13 Point Number 2206, Northing, 694959.29, Easting, 520284.40 Point Number 2207, Northing, 694936.58, Easting, 520286.28 Point Number 2208, Northing, 694878.45, Easting, 520290.42 Point Number 2209, Northing, 694845.24, Easting, 520315.35 Point Number 2183, Northing, 694808.41, Easting, 520348.48 (POINT OF BEGINNING) Containing 11.71 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 3, Township 49 South, Range 29 East, Collier County, Florida, being South 08020'57" East. ALSO INCLUDING PARCEL C-3 All that part of Section 5 & 6, Township 49 South, Flange 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 5, Township 49 South, Range 29 East, Collier County, Florida (Point Number, 21, Northing, 696628.53, Easting, 509321.77); Thence along the west line of said Section 3 South 08'51'26" East 6011.25 feet to the POINT OF BEGINNING (Point Number, 2210, Northing, 690688.96, Easting, 510247.32) Thence in straight line segments through the following vertices (Points 2211 through 2257 & 2210 inclusive) Point Number, 2211, Northing, 690688.28, Easting, 510275.12 Point Number, 2212, Northing, 690687.04, Easting, 510327.08 Point Number, 2213, Northing, 690715.27, Easting, 510383.44 Point Number, 2214, Northing, 690702.93, Easting, 510435.13 Point Number, 2215, Northing, 690679.17, Easting, 510501.33 Point Number, 2216, Northing, 690669.29, Easting, 510524.31 Point Number, 2217, Northing, 690585.02, Easting, 510552.88 Point Number, 2218, Northing, 690498.61, Easting, 510574.41 Point Number, 2219, Northing, 690435.64, Easting, 510596.31 Point Number, 2220, Northing, 690384.51, Easting, 510610.68 Point Number, 2221, Northing, 690310.67, Easting, 510597.18 Point Number, 2222, Northing, 690263.86, Easting, 510596.05 Point Number, 2223, Northing, 690217.24, Easting, 510587.12 Point Number, 2224, Northing, 690209.12, Easting, 510586.92 3l2112D05- 149677 Ver. 011 GLAND CA143 03312-007-000 0 OR; 3903 PG; LSZF DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (WADING BIRD RESTORATION AREA"C" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 4 OF 5 Point Number, 2225, Northing, 690227.38, Easting, 510532.15 Point Number, 2226, Northing, 690245.75, Easting, 510482.29 Point Number, 2227, Northing, 690256.24, Easting, 510435.06 Point Number, 2228, Northing, 690240.50, Easting, 510382.57 Point Number, 2229, Northing, 690224.75, Easting, 510369.45 Point Number, 2230, Northing, 690190.64, Easting, 510353.71 Point Number, 2231, Northing, 690159.15, Easting, 510351.08 Point Number, 2232, Northing, 690118.80, Easting, 510345.11 Point Number, 2233, Northing, 690137.91, Easting, 510314.80 Point Number, 2234, Northing, 690174.80, Easting, 510241.31 Point Number, 2235, Northing, 690191.53, Easting, 510194.67 Point Number, 2236, Northing, 690201.74, Easting, 510173.12 Point Number, 2237, Northing, 690207.98, Easting, 510159.93 Point Number, 2238, Northing, 690239.75, Easting, 510137.07 Point Number, 2239, Northing, 690253.02, Easting, 510124.45 Point Number, 2240, Northing, 690271.76, Easting, 510106.62 Point Number, 2241, Northing, 690300.73, Easting, 510065.19 Point Number, 2242, Northing, 690312.16, Easting, 510048.84 Point Number, 2243, Northing, 690348.72, Easting, 509990.96 Point Number, 2244, Northing, 690365.49, Easting, 509974.87 Point Number, 2245, Northing, 690384.66, Easting, 509956.49 Point Number, 2246, Northing, 690425.39, Easting, 509886.99 Point Number, 2247, Northing, 690436.16, Easting, 509860.76 Point Number, 2248, Northing, 690446.11, Easting, 509836.55 Point Number, 2249, Northing, 690504,81, Easting, 509787.84 Point Number, 2250, Northing, 690522.38, Easting, 509829.76 Point Number, 2251, Northing, 690555.41, Easting, 509883.98 Point Number, 2252, Northing, 690602.51, Easting, 509998.54 Point Number, 2253, Northing, 690627.15, Easting, 510051.12 Point Number, 2254, Northing, 690648.68, Easting, 510077.54 Point Number, 2255, Northing, 690658.89, Easting, 510114.96 Point Number, 2256, Northing, 690672.33, Easting, 510170.98 Point Number, 2257, Northing, 690689.46, Easting, 510226.87 Point Number, 2210, Northing, 690688.96, Easting, 510247.32 (POINT OF BEGINNING) Containing 6.63 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 3, Township 49 South, Range 29 East, Collier County, Florida, being South 08°51'26" East. NET ACREAGE: C-1 ACREAGE 6.49 C-2 ACREAGE 11.71 C-3 ACR EAG E 6.63 NET ACREAGE 24.83 3,2112005- 149677 Ver. 011- GLAND CAN 43 03312-007-000- 0 0 R: 3903 LPG: 28266 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2-3 8 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (WADING BIRD RESTORATION AREA "C" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 5 OF 5 STATEMENT OF DEFINITION, ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 6 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A"(REFERENCE WILSONMILLER DRAWING NUMBER 21-1-94). 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/23/03 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED 1 "=500'. 6. THIS IMAGERY HAS NOT BEEN ORTHO CORRECTED IN ORDER TO MEET MINIMUM TECHNICAL STANDARDS OR NATIONAL MAP ACCURACY STANDARDS. 7. VERTICAL ELEVATION CHANGES WILL CAUSE HORIZONTAL DISPLACEMENT. EVERY EFFORT HAS BEEN MADE TO MINIMIZE THIS EFFECT FOR CRITICAL FEATURES. 8. IN AREAS WHERE TALL STRUCTURES OR TREES LEAN TO OBSTRUCT FEATURES, EXPOSURES WERE MOSAICKED IN AN EFFORT TO MINIMIZE THE EFFECT. 9. THIS PRODUCT IS SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT PROVIDED IN A DIGITAL FORMAT. B. BASED ON THESE PARAMETERS, THE LINES DEPICTED IN THIS DIGITAL FILE HAVE AN ESTIMATED POSITIONAL ACCURACY OF +1- 20 FEET. C. MINOR DIFFERENCES IN POSITION AND ACREAGE BETWEEN THIS DESCRIPTION AND OTHER FORMATS CAN BE ATTRIBUTED TO COORDINATE PROJECTION AND SOFTWARE ACCURACY PARAMETERS. 3. COORDINATE BASIS: THE LINES DEPICTED HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 83, GRS80, US SURVEY FEET. BY LANCE T. MILLER, P.S.M. LS # 5627 DATE 3-21-05 WILSONMILLER, INC. REGISTERED ENGINEERS AND LAND SURVEYORS. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND MAPPER. NOT BASED ON FULL SURVEY OF -SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION # LB-43 REF 2H-94 T2112005-149677 Ver. 011-GLAND GAp43 03312 007000 0 OR: 3903 PG: 2827 17r. EXHIBIT G RESTORATION PLAN The purpose of this Restoration Plan is to identify the restoration goals, describe the work to be performed, identify the party responsible for performing the work, propose a work schedule, describe success criteria, and describe the level of annual management, maintenance and monitoring in Restoration Areas A, B, and C of BCIIBCP SSA 6. a. Restoration Area A is approximately 575.0 acres in size and is within the Camp Keais Strand FSA and a contiguous HSA as delineated on the RLSA Overlay Map, an exhibit to the GMP RLSA District Overlay. The restoration improvements will increase the width of the flow way, functionally enhance the flow way's natural hydrologic regime, and control exotic vegetation to improve ecological functions. b. The hydrologic restoration improvements will consist of removing berms to the natural grade of adjacent lands within Restoration Area A (parcel A-1 of SSA 6 Credit Agreement Exhibit E) and design and installation of new culverts under two roadways bisecting the flow -way within Restoration Area A to re-establish the natural flow regime. Grantor will design the culvert system, including the number, location, size and elevation of the culverts. Big Cypress Basin shall determine if the Design is adequate. Once the Design is determined to be adequate, Grantor shall cause the restoration improvements to be made. The restoration improvements shall be completed within one (1) year of the approval of SSA 6. c. County staff will confirm that the berms have been removed and installation of culverts is consistent with the Design. Upon said confirmation by County Staff, success criteria shall be deemed to have been met, and the additional stewardship credits from Restoration Area A shall be available for transfer or utilization by Grantor. d. The land management measures for Area A shall be to annually inspect and clean the culverts as necessary to ensure performance of the culverts as per the Design. e. The ecological improvements to Restoration Area A shall consist of controlling exotic vegetation to levels less than 5% area coverage. Brazilian pepper within 100 feet of road and/or agricultural field edges will be killed and removed. Brazilian pepper more than 100 feet from a road and/or field edge will be killed in place. Within Restoration Area A Parcels A-1 and A-5 (depicted in SSA 6 Credit Agreement Exhibit E), exotic and Ve, its. CA113 'W 0 OR: 3903 PG: 2828 17C nuisance species will be controlled to less than 5% area coverage and native vegetation will be established to a minimum of 80% area coverage. f. Restoration Area B is approximately 619.2 acres in size and is within the Camp Keais Strand FSA and a contiguous HSA. The restoration improvements will restore and manage the lands within Restoration Area B for specific listed species, namely caracara, Sandhill Cranes, burrowing Owls, and panthers. g. The restoration improvements for Area B will consist of maintaining the area for short stature vegetation (12" or less), transplanting cabbage palms (15' minimum height) at a density of 10 trees per 100 acres, performing controlled burns for deer browse within 300' of forested edges of Restoration Area B once every three years, and creating habitat for burrowing owls as follows. Approximate one -quarter acre mounds at a density of one mound for each 100 acres, shall be created and seeded with bahia grass. The peak of the mounds shall be a minimum of 2' above the seasonal high water elevation. The restoration improvements shall be completed within one (1) year of the approval of SSA 6. h. Within one year after the installation of restoration Area B improvements, County staff will confirm that the habitat for burrowing owls has been completed, that 90% of the transplanted palms have survived, and that the first controlled burns have been performed. Upon said confirmation, success criteria shall be deemed to have been met, and the additional Stewardship Credits from Restoration Area B shall be available for transfer or utilization by Grantor. The land management measures for Area B shall be to maintain a minimum of 5 cabbage palms per 100 acres and to maintain ground cover at 12" or less through mowing as needed and grazing of cattle. Controlled burns will be performed once every three (3) years within 300 feet of forested edges. j. Restoration Area C is approximately 24.8 acres and is totally within a HSA that is contiguous to the Camp Keais Strand FSA. The restoration improvements will restore degraded wetlands and manage the lands within Restoration Area C for listed species wading birds, including wood storks and egrets and herons, listed by the State of Florida. k. The restoration improvements for Area C will consist of clearing exotic - infested wetlands, contouring the land, and planting with native species in order to create marshes and wet prairies. The list of allowed vegetation and standard cross-section of contouring are attached as Attachments I " and "2", respectively, which also address the spacing and density issues. OR: 3903 PG. 2829 17C '. The restoration improvements shall be completed within two (2) years of the approval of SSA 6. No sooner than two (2) years after completion of the Area C restoration improvements, County staff shall verify the restored wetland hydroperiod, confirm that the site has wildlife utilization, and that there is 80% coverage by native species. Upon said verification and confirmation, success criteria shall be deemed to have been met, and the additional Stewardship Credits from Restoration Area C shall be available for transfer or utilization by Grantor. M. The land management measure for Area C shall be the control of exotics and nuisance species, so that there is no more than 5% exotics or 10% nuisance species by area coverage in Restoration Area C. n. The estimated annual costs of the land management measures for Restoration Areas A, B, and C is $15,000. Grantor shall procure, at its election, either a bond or letter of credit ("Surety") on an annual basis in favor of the Grantees in an amount equal to 120% of the annual costs of the land management measures. This obligation shall start 30 days after Grantor has received notice from the County that the additional Stewardship Credits from restoration improvements for Restoration Area B are available and the obligation shall end 10 years after the start date, or at such date as a governmental entity or established conservation organization undertakes the land management measures. o. In the event Grantor fails to maintain any of the Restoration Areas according to the land management measures set forth herein, County shall have the right to draw upon the Surety only after 60 days written notice to Grantor with a right to cure. The County shall only be permitted to use the drawn Surety funds for the maintenance of the Restoration Areas in accordance with the land management measures set forth herein. P. Any failure to fulfill obligations or commitments under this Restoration Program shall be a breach of the Stewardship Easement Agreement. q. In the event the Grantor does not provide adequate financial assurance of performance on an annual basis, the County may pursue its rights against the Grantor under the Stewardship Easement for breach thereof. r. In the event that the Grantor fails to maintain the Restoration Areas pursuant to the land management measures set forth herein, the Grantees, or either of them, may after written notice to the Grantor perform such land management measures and then lien the Restoration V8' its CA— OR; 3903 PG; 2830 6 Areas for the cost of their maintaining the Restoration Areas pursuant to the land management measures set forth herein, and if necessary then foreclose on such lien which may attach to the Restoration Areas. F:IwpdocsWTIGLV\New Town Development\Ave Maria\Legal Docs\WORD-SSA 6 Restoration Program.doc • OR: 3903 PO' EMT G A ZH NT 1 PLANTING LIST FOR SSA 6 WADING BIRD RESTORATION AREAS The wading bird restoration areas within SSA 6 will be graded to provide a variety of foraging opportunities for wading birds under varying hydrologic conditions. Conceptually, two zones will be created. Zone 1 will re-create wet prairie to shallow marsh environments, with water levels ranging from 0-1 foot under typical weather conditions. Zone 2 will consist of deeper water areas (typically 1-3 feet deep), constructed as interconnected pools to concentrate forage during the dry season. A schematic cross-section of these zones is provided as Attachment 2. A list of native plant species suitable for the wading bird restoration areas is provided below. The species actually planted for restoration will depend upon the documented hydroperiod of each area and the availability of plant stock. The list below is not intended to be all-inclusive, and the applicant will determine actual plantings based upon consultation with Collier County Natural resources and/or Environmental Service staff. Planting List — Zone 1 (water depths typically 0-1 foot) Water hyssop (Ug�;Qp mannit-ri) Ludwigia Ludwi is repens) Maidencone Ponicu m hernitornon) Soft flush Juncus effusus) Golden Canna Canna floccida) Sand Cardgrass S artin bakerrii) Swamp Lift' Crinum americanum) Smflrtweed (Polyoonum spp.) Jzard's Tail (,Saururus cernuu Spider Lily {yrnenocallis ao Imer) Gulf Muhly Muhlenber is crapNarf Beakrush (Rhyncospora app.) St. John's —wort (Hvoericu soo.) Planting List — Zone 2 (water depths typically 1-3 feet) Giant Bulrush Scir us aalifornicus) Pickerelweed Pontederia cordato) Common Arrowhead Sa ittari❑ lancifolia) Sawgrass Clodiurn jomaicense) *** OR. 3903 PG; 2832 *1 7 r • MAX DEPTH APPROX. MAX. DEPTH 2' BELOW GRADE P. 3' BELOW EXISITING GRADE MAX. DEPTH 2' BELOW GRADE VARIES 0.5' TO 1' (TYP.) yy y >L EXISTING GRADE ROPOSED GRADE TYPICAL DRAW DOWN PONDS FOR WADING, BIRD FORAGING SCHEMATIC SECTION N.T.S. ® EXCAVATION TO CREATE WADING BIRD FORAGING POOL. SSA6 WADING BIRD RESTORATION AREA PLANTING LIST* ZONE 1 SPECIES: From natural grade to 1.0' below ZONE 2 SPECIES: 1.0' to 3.0 below natural grade. natural grade. Giant Bulrush Scir u colifornicus) Pickerelweed Pon is cor ) Common Arrowhead 'ttaria Ian i i ) Water hyssop (Bacoaa monnieri) Sawgross Cladium iamoicense) Ludwigia udwi i renens) Maidencone CF-gnicum hemitomon) Soft Rush J n dfU.S; s) * Planted species may deviate from those listed depending Golden Canna Canna flaccid a) upon site conditions and availability of stock. Sand Cordgrass 5 artina bakerr'ti) Swamp Lily Crinum americanum) Smartweed CPQlvgonum spp.) Lizard's Tait S(i rurus cernuus) Spider Lily (Hymenocallis oalmeri) Gulf Muhly (Muhlenbergia ca ill i ) Beakrush (Rh, ny cosporo M.) St. John's —wort (Hypericum -p-p.) Wetland Plantings in Wading Bird Restoration Areas The wading bird restoration areas totaling 24.8 acres will be planted using species chosen from the list provided above. Herbaceous species will be planted in clumps on staggered 3—foot centers. All herbaceous material will be minimum 1 gallon pot stock or bare —root stack. The wading bird foraging areas shall be planted with at least five different species, and no single species shall amount for more than 50% of the total coverage. FOR SSA APPLICATION ONLY - NOT FOR CONSTRUCTION PRGJECT: SSA 6 APPLICANT: BCI—BCP Exhibit G, Attachment 2 Wil*miller F� RE� couNrr: ��JUNE 2005 Planners • Engineers • Ecologists • Surveyors • Landscape Architects • Transportation Consultants SEC: TwP; RGE: REV NO: WilsonMiller, Inc. PROJECT NO. FILE NO: Naples • Fort Myers • Sarasota . Bradenton • Tampa 3200 Bailey Lane, Suite 200 •Naples, FlorAda 34105 &507 •Phone 941-fi49�04(7 •Far 941643 57f 6 •Web Site www. wilsonmrller cam N A ORWN BY EMP NO. V , p 1 115 SHEET N0- 1 0{ 17c BCl/BCP SSA 6 DESCRIPTION AGREEMENT THIS BCl/BCP SSA 6 DESCRIPTION AGREEMENT (hereinafter referred to as the "Agreement") is made and entered into as of this 141h day of June, 2005 by and between COLLIER COUNTY, a political subdivision of the State of Florida (hereinafter referred to as "County") whose mailing address is the Harmon Turner Building, 3301 East Tamiami Trail, Naples, Florida 34112, and BARRON COLLIER INVESTMENTS LTD., a Florida Limited Partnership ("BCP') and BARRON COLLIER PARTNERSHIP, a Florida General Partnership ("BCP") (hereinafter individually and jointly referred to as "Owner") whose mailing addresses are 2600 Golden Gate Parkway, Naples, Florida 34105, for the purpose of addressing the contingency of the descriptions of land utilized in the SSA 6 Designation being held invalid by a court of law. RECITALS WHEREAS, on October 22, 2002, The Collier County Board of County Commissioners adopted Collier County Rural Land Stewardship Area Overlay Growth Management Plan Goals, Objectives and Policies which established the Rural Land Stewardship Area Overlay District ("RLSA Overlay"); and WHEREAS, the RLSA Overlay was adopted as an innovative program designed to preserve natural resource areas, to protect agricultural lands, and to direct growth to suitable locations, which Program relies principally on an incentive based program to protect natural resources; and WHEREAS, the RLSA Overlay includes an RLSA Overlay Map and a Natural Resources Index Map Series; and WHEREAS, both the RLSA Overlay Map and RLSA Natural Resources Index Map were prepared using ESRI Geographic Information System Software ("GIS"); and WHEREAS, Owner has asked County to establish six Stewardship Sending Areas ("SSAs") on land owned by Owner; and WHEREAS, County has designated BCI-BCP SSAs 1 through 6, inclusive as SSAs, and provided Owner with Stewardship Credits as a result of such designation; and WHEREAS, Section 4.08.06.C.5. of the Collier County Land Development Code requires that Owner enter into a Stewardship Credit Agreement with the County as to any lands designated as a SSA; and WHEREAS, Owner and County have entered into a Stewardship Credit Agreement for BCI-BCP SSAs 1 through 6, which Stewardship Credit Agreements contain a metes and bounds legal description of lands within SSAs I through 6; and Page 1 of 6 17C WHEREAS, differing Land Use Layers have been removed on different parcels of land within BCI-BCP SSA 6; and WHEREAS, Owner has utilized descriptions of areas within SSA 6 where differing Land Use Layers have been removed based on said GIS Mapping; and WHEREAS, the various professionals that might review the area where differing Land Use Layers have been removed have determined that said GIS Mapping description is a more useful description than a metes and bounds description; and WHEREAS, the parties wish to address the contingency that said GIS Mapping description would be found invalid as a legal description in a court of law. WITNESSETH NOW THEREFORE, in consideration of $10.00, and the covenants, conditions and agreements contained herein, and other good and valuable consideration, the parties agree as follows: 1. The Recitals are true and correct and incorporated herein by reference as if repeated verbatim herein. 2. By its adoption of Resolution 05- , the County has designated BCI-BCP Stewardship Sending Area 6, as a Stewardship Sending Area pursuant to the requirements of the RLSA Overlay District and the relevant provisions of Section 4.08.06 of the Collier County Land Development Code. 3. Owner has provided a digitized description ("GIS Mapping") of areas within BCI- BCP SSA 6 on which differing Land Use Layers have been removed. 4. Within BCI-BCP SSA 6, the mapping methodology to establish different land use layer boundaries was intended to delineate and digitize identifiable site features such as ditches, berms, or farm field edges on aerial photographs with 2.5' pixels using ESRI Geographic Information Systems software. These digitized lines are expressed in Florida State Plane Coordinate System, Florida East Zone, NAD 83, GRS80, and can be accurately translated to a metes and bounds legal description. The digitized lines represent the existing site conditions as of the date of the aerial photograph (April, 2003). 5. The parties have determined that the GIS Mapping description is more useful to the County staff, other agencies, and interested parties than a metes and bounds legal description. The parties realize that it would be a disincentive to the RLSA Program to require a metes and bounds legal description because of the cost. 6. In the event the County takes any legal action to enforce the requirements of the Stewardship Credit Agreement or the Stewardship Easement Agreement for BCI-BCP SSA 6, Page 2 of 6 17C and a court of competent jurisdiction determines the GIS Mapping description of the land utilized therein is unenforceable as an adequate description of those parts of SSA 6 on which different Land Use Layers have been removed as detailed. in said Stewardship Credit Agreement and Stewardship Easement Agreement, Owner agrees, at its sole expense, to have a metes and bounds legal description prepared and recorded in the Public Records of Collier County as replacement for the GIS Mapping description. Said replacement metes and bounds description shall relate back to the date of said Stewardship Credit Agreement and Stewardship Easement Agreement as if attached thereto as of the date of said Agreements. The replacement metes and bounds description shall be recorded within thirty days of said court entering an order stating that the GIS Mapping description is not a sufficient legal description and Owner shall take any and all actions necessary to comply with the Order of the Court. - 7. This Agreement shall only be modified or amended by the mutual written consent of the parties hereto or by their successors and interests. 8. The obligations of this Agreement shall be binding upon and the benefits of this Agreement shall inure to all successors in interests to the parties to this Agreement. 9. F41ul re to comply with the terms and conditions hereof shall entitle the County to all legak -;' rtl, e } %�Fyemedies, including an action for injunctive relief in the Circuit Court of Collier to �n rye. the- terms of this Agreement. signet APPROVED AS TO FORM AND pjiA CIENCY PATRICK G. HITE ASSISTANT COUNTY ATTORNEY BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: FRED W. COYLE, Cl- man Page 3 of 6 6 lac WITNESSES: BARR C LIER PARTI` A F ri r ershil JJLAd� (Sig tune By: ul J. Marinelli u Administrative Agent (Pri ull,riame) (Sign n(/e<?.(v V. a,-eAb (Print full name) WITNESSES: BARRON COLLIER PARTNER IP A Flor' a General Partnershi L4AZK-a-L B . Katherine G. Spro , Trust e (Sign�ure)�, r "' QwS M { —ro rt N �{/ Juliet C. Sproul T , tamenter Trust (Pri t Ij name) a General Partner S1gn t�ur�y} 4'u- R-__ ! r' (Print full name) WITNESSES: BARRON COL IER INVESTMENTS, LT ., A Flo '91-i ip By: P .T. Marinelli dministrative Agent (Sign.}ture)� 1 on} ���J 46 (Print n me) �� (Sign e)QI'ytli (Print full name) WITNESSES: BARRON COLLIER 1NVESTME�f LTD., A Flori a Limited Partner i?' (Sig ture},, , f ��7J B : Katherine G. Spro dl, Trustee f�-� Juliet C. Sproul Testamentary Trust (Print 4 rime) -'- a General Partner (Print full name) Page 4 of 6 171C STATE OF FLORIDA COUNTY OF COLLIER Before me, a Notary Public, the forggoing instrument was sworn to, subscribed and acknowledged this �0 day of l , 2004 by PAUL J. MARINELLI as Administrative Agent of BARRON COLLIER PARTNERSHIP and who is ■personally known to me or who ■ produced ,n ray CAROLYN A. SHAW MY COMMISSION M DID 215664 EXPIRES: September 25, 2007 Bon M-Rn M" PW* Undervnnere (SEAL) STATE OF FLORIDA COUNTY OF COLLIER as identification. L-j QJ� a titu� tir Notary Public CAROLYN A. SHAW Printed Name: Commission No.: bf) -21S f My Commission Expires: Before me, a Notary Public, the foregoing instrument was sworn to, subscribed and acknowledged this ao� day of k4pWil , 2004 by KATHERINE G. SPROUL as Trustee for the Juliet C. Sproul Testamentary Trust, a General Partner of BARRON COLLIER PARTNERSHIP and who is ■personallyknown to me or who ■produced identification. 4 _. (SEAL) Wyk! !Yw •. CAROLYN A. SNAW MY COMMISSION # DD 215664 EXPIRES: September 25, 2007 Balled Thm Nomry Pu61c UndvovMem Notary Public CAROLYN A. SHAW Printed Name: Commission No.: a f s G My Commission Expires: q-,1 -'�' as Page 5 of 6 17c STATE OF FLORIDA COUNTY OF COLLIER Before me, a Notary Public, the f(;ye oing instrument was sworn to, subscribed and acknowledged this ab day of Aril ,`2004 by PAUL J. MARINELLI as Administrative Agent of BARRON COLLIER INVESTMENTS, LTD and who is ■personally known to me or who ■produced as identification. CMYN X SHAW { MY COMMISSION 0 DD 21 W EXPIRES:�tember 25, 2007 BonWThru PubkUnNmrl6ni (SEAL) STATE OF FLORIDA COUNTY OF COLLIER 6 Notary Public CAROLYN A. S Printed Name:SHAW Commission No.: My Commission Expires: 9 Before me, a Notary Public, th�tfor�oing instrument was sworn to, subscribed and acknowledged this ao day of �rt1�004 by KATHERINE G. SPROUL as Trustee for the Juliet C. Sproul Testamentary Trust, a General Partner of BARRON COLLIER INVESTMENTS, LTD. and who is m paaQnall known to me or who ■produced as identification. ?sr"c CAROi.YN A. SHAW ,r MY COMMISSION 0 DD 215R4 b EXPIRES: September 25, 2007 ''�, Barded Tiru Notary PuW underwhers (SEAL) 0,,� � gcu-tr— Notary Public CAROLYN A. SHAW' Printed Name: Commission No.: D D a 16(,`I my Commission Expires: `� `�� 4 I'UcpJ—A M01 VIN,, T—n Uawhrmonrl;%1� NLI' Al rgill 01111TCl 14 F SSA h 1)"ClIpl. Aermr. L.wpd Paae 6 of 6 BCI ! BCP SSA 6 Legend Ioate sdnMiller CREDIT AGREEMENT Os«w�esnpse�amaw� � rmw.vay siewa.ansn�p n.aa rkw.�rrcx•,ns i,i �''Y+�.^.rya- n a rngrtex•�g 0 375 I ae asiewa snparea 4 0.75 1 5 Miles � a�att<.��:,,. � ; ,ssu F�.wwq r•,_, .� , SA 1 HSA Lan -- �,a�erAP�ew��mar� __ _—_—. Li- 00 00 CD N PQ PQ V7 P4 PO U or OG U This Instrument Prepared by: George L. Varnadoe, Esq. Cheffy, Passidomo, Wilson & Johnson 821 Fifth Avenue South, Suite 201 Naples, Florida 34102 17C LA X STEWARDSHIP EASEMENT AGREEMENT Tract: BCl/BCP SSA 6 THIS STEWARDSHIP EASEMENT is granted this 14th day of June, 2005, by Barron Collier Investments, Ltd., a Florida Limited partnership and Barron Collier Partnership, a Florida General Partnership, whose address is 2600 Golden Gate Parkway, Naples, Florida 34105,, i��cal, yely called "Grantor', to Collier County, a political subdi Agriculture and Consumer A. Gran visj5 the State of Affaps hereirafter.oli iR C)EB 7. 5r `the owner of ann in Collier Cou attached hereto and Florida Department of ed the "Grantees". s"R 11.1 acres of land situated and more,., c (tally described in Exhibit "A" rein by reference (hereinafter "Property" or "BCl/BCP SSA 6"). B. Grantor and Collier County entered into a Stewardship Sending Area Credit Agreement ("SSA Agreement") dated June 14, 2005, which designated the Property "BCl/BCP Stewardship Sending Area 6 ("BCl/BCP SSA 6). This 9911.1 acre parcel, as legally described in Exhibit "A", has been designated as a "Stewardship Sending Area" ("SSA") in accordance with Section 4.08.06 of the Collier County Land Development Code ("LDC"). The Property is depicted on Exhibit "B". C. The SSA Agreement and Section 4.08.06 C.B. of the LDC require Grantor to provide a perpetual Stewardship Easement identifying the "W Page 1 of 14 OR; 3903 PG; 2707 specific land management measures for BCl/BCP SSA 6 a t e grty -- responsible for such measures. D. In exchange for the designation of the Property as SSA, the County has granted and assigned to Grantor twenty-five thousand five hundred twenty-five and two tenths (25,525.2) Stewardship Credits which will allow Grantor to entitle three thousand one hundred ninety and seven tenths (3,190.7 acres) for development within the Rural Lands Stewardship Area District. E. The purposes of this Stewardship Easement are (1) to designate the allowed uses of the Property consistent with the terms of the SSA Agreement, (2) to identify specific land management measures and the party responsible, (3) torc pde #o.r the enforcement of the Stewardship .< Easement; and (4 1ferea 10 r restored by Grantor, to provide the restoration imprnents and successiter'ia. NOW THEREFOr;iE, h t`c r id-6" i n,i of'`t 'dbsigr ation of the Property as c Y r X Stewardship Sending ar4a� 4et ejr Wki 0tl r gobd� an6,valuable consideration, the a_Sn adequacy and receipt of_ hich are hereby " ckndwled�d, Grantor hereby grants, creates, conveys and esta leb� as a perpetual ncpiu§ire Stewardship Easement for df and in favor of the Grantees ' �'Jhe,,propertyde, ih6d in Exhibit "A", which shall run with the land and be binding upon tier, wits f successors and assigns and shall remain in full force and effect forever. It is agreed as follows: 1. The recitals and exhibits are incorporated by reference as if repeated verbatim herein. 2. Exhibit "C" depicts and Exhibit "D" describes the two thousand seven hundred twelve and seven tenths (2,712.7) acres within BCl/BCP SSA 6, where four (4) Land Use Layers are hereby eliminated and the Property is henceforth prohibited from being utilized for the following land uses, as defined in Section 4.08.06 B.4. of the LDC: a. Residential Land Uses, also described in Land Use Layer 1. Page 2 of 14 OR: 3903 PG: 2708 17C b. General Conditional Uses, also described as Land Use layer C. Earth Mining and Processing Uses, also described as Land Use layer 3. d. Recreational Uses, also described as Land Use Layer 4. 3. Exhibit "C" also depicts the seven thousand one hundred ninety- eight and four tenths (7,198.4) acres within BCl/BCP SSA 6 where the following six (6) Land Use Layers are eliminated and the Property is henceforth prohibited from being utilized for the following land uses, as defined in Section 4.08.06 B.4. of the LDC: a. b. C. d. e. f. 4. Residential Land Uses, also described as Land Use Layer 1. General Conditional Uses, also described as Land Use Layer 2. Earth Mining and-P o ssirig Uses, also described as Land Use ' Layer3. <~ Agriculture - Agridultur d Grar t,or 3 e right to enga SSA Agreem Grantor may u , also descri as n uses of the Pr"r or, the intent and p O/RQP SSA Q, I a§\Land Use layer 4. ,e' as'�,Land Use Layer 5. ii'6rib6d as Land Use layer 6. Otoriof'Ithe Property, including the thf aye not inconsistent with the this Stewardship Easement. for the land uses set forth in this paragraph: T mfA . a. Conservation, Restoration, and Natural Resources Uses are allowed on all of the Property, including the specifics thereof set forth in Section 4.08.06 B.4.b. of the LDC. b. These lands in BCl/BCP SSA 6 land depicted on Exhibit "C" as having had the first six (6) Land Use Layers eliminated, may also be used for Agriculture - Group 2 (Land Use Layer 7) as defined in Section 4.08.06 B.4 of the LDC. Agriculture - Group 2 uses cannot be converted to Agriculture - Group 1 from and after the designation of such lands as a SSA. aft Page 3 of 14 OR; 3903 PG; 2709 17 I, 5. M C. Those lands in BCl/BCP SSA 6 depicted on Exhibit "C" and described on Exhibit "D" as having the first four (4) Land Use Layers eliminated, may also be used for Agriculture - Group 1 (Land Use Layer 5); Agriculture - Support Uses (Land Use Layer 6); and Agriculture - Group 2 (Land Use Layer 7). Those land uses are permitted to continue, and may convert from one type of Agriculture to another. d. Grantor retains the right to construct and maintain farm and ranch roads to access its lands within the Property for the purposes retained herein. e. Grantor retains the right to engage in traditional activities on the Property, such. -as, ._but nol, limited to hiking, hunting, nature observatory:401th�r eco -ation excursions, and other such occasipoa thin -destructive active s. The C'rar t`ee °small have t'hb eight t ,enjpin any activity on or use of r the Property tehtinrtte�rardship Easement and to enforce theyirti,r�udleas �r ear`s of the Property that may be altered b ` ny inconsistent act i i, y or, use The fol dri, land managees shall be undertaken as to BCl/BCP SS""" i d tlW Grantor -of fee title to the Property shall be the party responsible forth rn;au�es: a. On those lands within BCl/BCP SSA 6 on which Agriculture - Group 2 uses are the only remaining agricultural uses, land management measures will be those customarily utilized in ranching operations in Southwest Florida. These customary measures may include prescribed burning, mechanical brush control ("Chopping") and other exotic and nuisance species control, fence construction and maintenance, selective thinning of trees, and ditch and ranch road maintenance. In addition, for those areas to be designated for restoration and to be restored by Grantor, additional land management measures will be required. The areas designated for Page 4 of 14 OR; 3903 PG; 2710 17C 7. A 91 10. restorations which are to be restored by Grantor are referred to as Restoration Areas A, B, and C respectively and depicted on Exhibit "E" and described in Exhibit "F." The additional land management measures which are required after restoration improvements are set forth in the Restoration Program described in Exhibit "G" hereof. At the expiration of all additional land management measures required in Restoration Areas A, B, and C, land management measures as described for all other areas under this subparagraph shall be employed. b. On those lands within BCl/BCP SSA 6 on which Agriculture - Group 1 uses are retained, the measures listed in 6.a. above, may be utilized. In additt", 74he following measures may be utilized: disking, plitches, dikes, and pumping constru6ti°°and maintenance; frtilizr, disease, and insect control application; bw�ng and other 'exotic and nuisance species R measure, Iam iand maintenance; and other pracli "c"SOM, an ciate l rithg-firming vegetables or citrus ,e � in So6tka ,est Florida. The r; u'ed restoration i�n°iov tents, success criteria, land management msie,-,and other,-+oritments of Grantor in respect to Restoration Areas A, B;��:riartained in the Restoration Program. Grantees shall not be responsible for any costs or liabilities related to the operation of or land management measures for the Property. Grantor shall pay any and all real property taxes and assessments levied by competent authority on the Property. References to the LDC are to those provisions of Section 4.08.06 of the Collier County Land Development Code in existence as of the date of this Stewardship Easement Agreement and those LDC provisions shall control as to all rights, obligations, implementation, entitlements, land uses eliminated and permitted, and interpretations, requirements, or issues relating thereto, notwithstanding any future amendments thereto. Page 5 of 14 OR; 3903 PG; 2711 17C 11. Enforcement of the terms and provisions of the Stewardship Easement shall be at the reasonable discretion of Grantees, and any forbearance on behalf of Grantees to exercise its rights hereunder in the event of any breach hereof by Grantors, shall not be deemed or construed to be a waiver of Grantees' rights hereunder. All costs and reasonable attorneys' fees incurred in enforcing, judicially or otherwise, the terms and restrictions of this Stewardship Easement shall be bome by and recoverable against the non -prevailing party in such proceedings. 12. Grantees will hold this Stewardship Easement for the purposes set forth herein and to ensure compliance with the terms hereof. Grantees will not assign their rights and obligations under this Stewardship Easement except to anoth;q-r-�,'— ization qualified to hold such interests under the applicabl'elaws. b 13. If any ,pr:ision of this Stewar hip',Easement or the application thereof to any,,,, per`s� or circu>=n tance is found to be invalid, the � rww, Y�Y remainder 'of tieproyisois �trdsf'�ip Easement shall not be affected th re,Q, ,�! e` urpds , of4"he Stewardship Easement is preserved. 14. All n\0'0'jes,, consents, appr v l s"or other communications hereunder shall be-#i-Writiflq andws 1, &,,deemed properly given if sent by United States certified .:f ,eunµ receipt requested, addressed to the appropriate party or successor -in -interest. 15. This Stewardship Easement may be amended, altered, released or revoked only by written agreement of both Grantor and Grantees, which shall be filed in the Public Records of Collier County. TO HAVE AND TO HOLD unto grantees, their successors and assigns forever. These covenants, terms, conditions, restrictions and purposes imposed with this Stewardship Easement shall not only be binding upon Grantor, but also its successors and assigns, and shall continue as a servitude running in perpetuity with the Property. Page 6 of 14 OR: 3903 PG: 2712 17C ft� Grantor hereby covenants with Grantees that Grantor is lawfully seized of the Property in fee simple; that the Property is free and clear of all encumbrances; that Grantor has good right and lawful authority to convey this Stewardship Easement; and that Grantor hereby fully warrants title to the Stewardship Easement hereby conveyed and will defend same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the Grantors have hereunto set their hand and seal the -F� 14- day of /, 2005. * * s ..- •. Page 7 of 14 OR; 3903 PG; 2713 17 BARRON COLLIER INVESTMENTS, LTD., A Florida imit Part rship By: Administrative Agent WITNESS 1: '� P'� (Signature) aJJSAx1 Mile (Print full name) WITNESS 2: r- Sfgr)Ature) (Print full name) STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Easement Agreement was executed before me this ad day of , -2005, by PAUL J. MARINELLI, as Administrative Agent of BARRON COLLIER INVESTMENTS, LTD. "ate cARoLvN A. sMw y: MY COMMISSION = r 215664 EXPIRES: Septartiber2 5, 2007 Boraea 71ru Notary PL Mle unmr~ C Notary Public Name: CAROLYN A. SHAW Certificate No. '--) n 2 h s G G� My Commission expires: � --� �-o7 Page 8 of 14 OR: 3903 PG: 2714 17C BARRON COLLIER INVESTME A Florida Vmited Partnership,, in WITNESS 1: 44,� A444,4 (Signature) Katherine G. Sproul Trustee Juliet C. Sproul Tes amentary Trust, A General Partner Lost�d rhA-7`Uet (Print full name) ' WITNESS 2: (Suture) v � /U . U44� (Print full name) STATE OF FLORIDA COUNTY OF COLLIER m ww, `` i� Jx-L-, VA r,N The foregoing Stewardship Easement Agreement was executed before me this a07k day of , 2005, by KATHERINE G. SPROUL, as Trustee for the Juliet C. Sproul Testamentary Trust, a General Partner of BARRON COLLIER INVESTMENTS, LTD. ct N MYN A SMtt MY COMMISSION t DD 215664 EXPIRES: September 25, 2007 nn, No" RM Urdn~ Notary Public Name: CAROLYN A. SHAW Certificate No. PI) 2 jS6G y My Commission expires: 9 -1s -e 7 Page 9 of 14 OR: 3903 PG: 2715 17C BARRON COLLIER PARTNERSHIP, A Florida C�enegalPartnership Paul J. Marinelli Administrative Agent WITNESS 1: (Signature) �tJ Soh I (Print full name) WI NESS 2: 'hof X (Si ature) (Print full name)' STATE OF FLORIDA C COUNTY OF COLLIER «* s w The foregoing Stewardship Easement Agreement was executed before me this aotk day of r'`A-- 2005, by PAUL J. MARINELLI, as Administrative Agent of BARRON COLLIER PARTNERSHIP j CAROLYN A. SHAW a.: My COMMISSION # OD 215664 EXPIRES: September 25, 21W11 Th. Notary Public �►- SW Name: CAROLYN Certificate No. t*� D a I! L G V My Commission expires: g Page 10 of 14 OR: 3903 PG: 2716 17C r BARRON COLLIER PARTNERSHIP, A Florida Qeneral Partnership l' Katherine G. Sproul, Tfustee Juliet C. Sproul Testa entary Trust, A General Partner WITNESS 1: 1"k, AA" (Signature) ,�dsa-kj m 'joa (Print full name) WITNESS 2: i s ature) f�T G Af& (Print full name) STATE OF FLORIDA COUNTY OF COLLIER The foregoing Stewardship Easement Agreement was executed before me this -264 day of , 2005, by KATHERINE G. SPROUL, as Trustee for the Juliet C. Sproul Testamentary Trust, a General Partner of BARRON COLLIER PARTNERSHIP. C� 'A Notary Public Name: CAROLYN A. SHAWL ""^�... MYo YN M Sssa Certificate No. DD ors 6 EXPIRES:Septwn*25,2W7 My Commission expires: q-a� o� ; . • e�aea n.o NcWy Ptffc Page 11 of 14 OR; 3903 PG; 2717 Consumer Affairs. ,c:'fv Karen A. Meyer �..' Commission # DD346679 E*res October 20, 2008 •et wow To" Fee • No"". ft 1 M540t9 GRANTEES' ACCEPTANCE OF STEWARDSHIP EASEMENT FLORIDA DEPARTMENT _OF AGRICULTURE AND CONSUMER AFFAIRS NESS 1: ign re) 2,17ir 4(Prinull Ln;a;me-)l COUNTY OF The foregoing Stewardship Easement Agreemeunt was executed be ore me this day of ofy theFlora Dep rtment of �A`n�������J griculture and Notary ublic Name �' N A _ Certificate o. My Commission Expires 4 Page 12 of 14 OR; 3903 PG; 2718 ATTEST: DWIGHT E. BROCK, CLERK B G ` D' ty Clerk Ntt�st►S to fim i r Approved`s'tlP,�fcsl jc�d I al suffi6ien��A ''".• ' 17C BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA By: FRED W. COYLE HA MAN Patrick G. White Assistant County Attorney er F:\wpdocs\LIT\GLV\New Town 6. ea >'�m Agmt.doc Page 13 of 14 OR; 3903 PG; 2719 �C LIST OF EXHIBITS BCl/BCP Stewardship Sending Area 6 Stewardship Easement Agreement Exhibit "A" SSA 6 Land Legal Description Exhibit "B" BCl/BCP SSA 6 (9911.09 acre parcel) depicted on Map of SSA Land Exhibit "C" Remaining Land Uses Exhibit "D" Legal Description of SSA 6 Remaining Land Uses (AG-1 / AG-2) Exhibit "E" Restoration Areas Exhibit "F" Legal Description of SSA 6 Restoration Areas Exhibit "G" SSA 6 Restoration Plan Page 14 of 14 OR: 3903 PG: 2720 1 ? C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B- DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 15 OF 30 Containing 143.36 acres, more or less Subject to easements and restrictions of record. Bearings are based on the north line of Section 6, Township 49 South, Range 29 East, Collier County, Florida, being North 86'57'52" East. LESS & EXCEPT FROM PARCEL B-3 THE FOLLOWING PARCEL PARCEL B-3-1 All that part of Section 5 & 6, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner ots 49 South, Range 29 East, Collier County, Florida (Point Number 21, Northing, 6,9 2ast E77); Thence South 19°11'15" East 4905 � o a point (Point N4rii�4r, 1630, Northing, 691995.90, Easting, 510933.88); #..s;. Thence in straight line segments th inclusive) es (Points 1'631 through 1664 & 1747 Point Number 1630,Northing, 1691 95!90 rtastln 10"3-88 Point Number 1631,Northing, as,ab445.18 Point Number 1632,Northing, 69+7`55.54, Easting, 51093$,48 Point Number 1633,Northing, 6°,167.06, Easting, 51094'67 Point Number 1634,Northing, 6440--38, Easting, 51094 Point Number 1635,Northing, 69i490.5°O,,Easting, 511043.90' Point Number 1636,Northing, 6914 Ot 1 as ing, 511125,24 Point Number 1637,Northing, 691393.E , E � ..1 46 Point Number 1638,Northing, 691377.46, 11 Point Number 1639,Northing, 691362.31, Easting, 511314.68 Point Number 1640,Northing, 691340.34, Easting, 511342.91 Point Number 1641,Northing, 690944.62, Easting, 511297.98 Point Number 1642,Northing, 690867.02, Easting, 511296.10 Point Number 1643,Northing, 690814.41, Easting, 511331.80 Point Number 1644,Northing, 690715.30, Easting, 511455.56 Point Number 1645,Northing, 690675.96, Easting, 511554.67 Point Number 1646,Northing, 690632.21, Easting, 511683.46 Point Number 1647,Northing, 690593.35, Easting, 511760.59 Point Number 1648,Northing, 690566.62, Easting, 511796.94 Point Number 1649,Northing, 690533.64, Easting, 511834.83 Point Number 1650,Northing, 690530.76, Easting, 511819.75 Point Number 1651,Northing, 690527.05, Easting, 511795.57 3/21/2005- 149569 Ver. 011- GLAND C-3 03312-007-000- - 0 n t .. OR; 3903 PG; 2721 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5.9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B' DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 16 OF 30 Point Number 1652,Northing, 690501.01, Easting, 511795.57 Point Number 1653,Northing, 690482.42, Easting, 511808.59 Point Number 1654,Northing, 690461.04, Easting, 511801.15 Point Number 1655,Northing, 690439.65, Easting, 511793.72 Point Number 1656,Northing, 690430.16, Easting, 511792.45 Point Number 1657,Northing, 690411.76, Easting, 511790.00 Point Number 1658,Northing, 690366.78, Easting, 511788.67 Point Number 1659,Northing, 690348.54, Easting, 511788.14 Point Number 1660,Northing, 690263.02, Easting, 511782.56 Point Number 1661,Northing, 690241.85, Easting, 511778.53 Point Number 1662,Northing, 690223.97, Easting, 511775.12 Point Number 1663,Northing, 690204.44, Easting, 511772.48 Point Number 1664,Northing, 690155.17, Easting, 511765.83 Point Number 1747,Northing, 690124.82, Easting, 511589.39 (POINT OF BEGINNING) Thence in straight line segments through the inclusive) Point Number 1748,Northing, 6900 • f, Easting, 511566.77 Point Number 1749,Northing, 60037°$8--Eastrrig 511550.31 Point Number 1750,Northing, 000&74; Eating 511-53642 Point Number 1751,Northrng 900L0.30.,Ea Wig, 5467�1 Point Number 1752,Northmg 899 9. 2 has m , 51s1445. Point Number 1753,Northing 689 80 27, aitmg, � 111 44-k Point Number 1754,Northing, : "asj,tl?1k2.08 Point Number 1755,Northing, 689950.76, Easting, 51123.01 Point Number 1756,Northing, *4a 9.99, Easting, 51123'0 Point Number 1757,Northing, 6$*�71, Easting, 511176: Point Number 1758,Northing, 69600.87�Easting, 511141.97 Point Number 1759,Northing, 69004161 j testing, 511099.24 Point Number 1760,Northing, 689987.3 �E"1� 5 ° Point Number 1761,Northing, 689984.31,a Point Number 1762,Northing, 689973.25, Easting, 51, 92.54 Point Number 1763,Northing, 689954.84, Easting, 510945.04 Point Number 1764,Northing, 689978.92, Easting, 510918.31 Point Number 1765,Northing, 690018.63, Easting, 510891.73 Point Number 1766,Northing, 690034.79, Easting, 510868.70 Point Number 1767,Northing, 690031.80, Easting, 510829.39 Point Number 1768,Northing, 690040.66, Easting, 510786.45 Point Number 1769,Northing, 690076.88, Easting, 510740.48 Point Number 1770,Northing, 690093.53, Easting, 510697.73 Point Number 1771,Northing, 690114.20, Easting, 510651.19 Point Number 1772,Northing, 690146.44, Easting, 510608.82 Point Number 1773,Northing, 690178.21, Easting, 510586.15 Point Number 1774,Northing, 690209.12, Easting, 510586.92 3/2112005- 149569 Ver 011 GLAND Ce.0 03312-007-000- 0 (Points 1748 through 1816 & 1747 n s OR; 3903 PG; 2722 - • 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 17 OF 30 Point Number 1775,Northing, 690227.38, Easting, 510532.15 Point Number 1776,Northing, 690245.75, Easting, 510482.29 Point Number 1777,Northing, 690256.24, Easting, 510435.06 Point Number 1778,Northing, 690240.50, Easting, 510382.57 Point Number 1779,Northing, 690224.75, Easting, 510369.45 Point Number 1780,Northing, 690190.64, Easting, 510353.71 Point Number 1781,Northing, 690159.15, Easting, 510351.08 Point Number 1782,Northing, 690118.80, Easting, 510345.11 Point Number 1783,Northing, 690137.91, Easting, 510314.80 Point Number 1784,Northing, 690174.80, Easting, 510241.31 Point Number 1785,Northing, 690191.53, Easting, 510194.67 Point Number 1786,Northing, 690201.74, Easting, 510173.12 Point Number 1787,Northing, 690207.98, Easting, 510159.93 Point Number 1788,Northing, 690239.75, Easting, 510137.07 Point Number 1789,Northing, 690253.02, Eastinga,_510124.45 Point Number 1790,Northing, 690271.76, Ea rcn 5 0 b6 � Point Number 1791,Northing, 690300 r7;�g;0� Point Number 1792,Northing, 69031 wtisting, 510048.$ Point Number 1793,Northing, 69064 Z2, Easting, 509990.96 Point Number 1794,Northing, 6365 4�--Ewast(� 5099787 Point Number 1795,Northing, f034.6 tmg .50996'.�9 Point Number 1796,Northing, 690425-i9,Fas46� 501 886�9 Point Number 1797,Northing1904 6, 6 'a m � � * Point Number 1798,North ing, 690 461 1 a tin 0,9 .55k Point Number 1799,Northing, 6 8as5 7.84 i yw "n Point Number 1800,Northing, 0905'P2.38, Easting, 5098 ,.76 s Point Number 1801,Northing, 61 5.41, Easting, 509883L§f s` Point Number 1802,Northing, 69q$q :� 1, Easting, 509998.% > Point Number 1803,Northing, 690 7. asting, 510051.12 sti-5� i� Point Number 1804,Northing, 6906 a ng, 510077.,� �. Point Number 1805,Northing, 690658.$9, Es 1 �9i'" Point Number 1806,Northing, 690672.33,,(21�C:3 Point Number 1807,Northing, 690689.46, Easting, 510226.87 Point Number 1808,Northing, 690688.28, Easting, 510275.12 Point Number 1809,Northing, 690687.04, Easting, 510327.08 Point Number 1810,Northing, 690715.27, Easting, 510383.44 Point Number 1811,Northing, 690702.93, Easting, 510435.13 Point Number 1812,Northing, 690679.17, Easting, 510501.33 Point Number 1813,Northing, 690669.29, Easting, 510524.31 Point Number 1814,Northing, 690592.97, Easting, 510703.26 Point Number 1815,Northing, 690390.99, Easting, 511106.43 Point Number 1816,Northing, 690213.11, Easting, 511432.30 Point Number 1747,Northing, 690124.82, Easting, 511589.39 (POINT OF BEGINNING) Containing 15.38 acres, more or less 3121/2005 149569 Ver 011- GLAND CANJ 09312-007-000- 0 OR; 3903 PG; 2723 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9. TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 18 OF 30 Subject to easements and restrictions of record. Bearings are based on the north line of Section 6, Florida, being North 86057'52" East. ALSO INCLUDING Township 49 South, Range 29 East, Collier County, NET ACREAGE: B-3 ACREAGE 143.36 B 3-1 ACREAGE —15.38 B-3 NET ACREAGE 127.98 PARCEL B-4 All that part of Section 7 & 8, Township 49 SouthzRange29East, Collier County, Florida being more particularly described as follows; COMMENCING at the southeast cpto r d Section 8, Towi Florida (Point Number 7, Northin, W906.81, Easting, 51 Thence along the south line of Said Section &Southeµ89°52 BEGINNING (Point Number 1 17, ortkftm�v29d�.27; l Thence continue along the south line of said Section (Point Number 1818, Northm4n�,titg Thence leaving said south line tfl s'aight line segments through 2035 & 1817 inclusive);10 Point Number 1819, Northing, 68 $,1, Easting, 512156.30 Point Number 1820, Northing, 6834 .6"4;,Easting, 51214 Point Number 1821, Northing, 683714.44 Point Number 1822, Northing, 683718.17,4 ast(rga_ 1:0 Point Number 1823, Northing, 683720.20, Easting, 512007.82 Point Number 1824, Northing, 683721.77, Easting, 511942.57 Point Number 1825, Northing, 683702.84, Easting, 511864.20 Point Number 1826, Northing, 683705.66, Easting, 511839.60 Point Number 1827, Northing, 683697.28, Easting, 511802.09 Point Number 1828, Northing, 683670.09, Easting, 511773.46 Point Number 1829, Northing, 683618.36, Easting, 511734.90 Point Number 1830, Northing, 683565.42, Easting, 511746.06 Point Number 1831, Northing, 683522.16, Easting, 511741.89 Point Number 1832, Northing, 683482.21, Easting, 511728.49 Point Number 1833, Northing, 683456.72, Easting, 511722.16 Point Number 1834, Northing, 683357.52, Easting, 511481.26 Point Number 1835, Northing, 683322.45, Easting, 511366.50 32,12005- 149569 Ver. 011 GLAND CA.0 03312-007-000 0 , Range 29 East, Collier County, 4); West 1975.27 feet to the POINT OF Ig, 5 ,410.67) "West 1947.93 feet to a point the,fccftwing vertices (Points 1819 OR; 3903 PG; 2724 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA -B- DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 19 OF 30 Point Number 1836, Northing, 683330.12, Easting, 511309.74 Point Number 1837, Northing, 683343.34, Easting, 511284.75 Point Number 1838, Northing, 683450.85, Easting, 511271.54 Point Number 1839, Northing, 683731.60, Easting, 511265.69 Point Number 1840, Northing, 683785.54, Easting, 511251.17 Point Number 1841, Northing, 683795.30, Easting, 511238.75 Point Number 1842, Northing, 683808.82, Easting, 511210.88 Point Number 1843, Northing, 683805.44, Easting, 511210.53 Point Number 1844, Northing, 683802.11, Easting, 511087.04 Point Number 1845, Northing, 683811.12, Easting, 510843.65 Point Number 1846, Northing, 683805.45, Easting, 510555.60 Point Number 1847, Northing, 683800.76, Easting, 510226.44 Point Number 1848, Northing, 683805.74, Easting, 510150.63 Point Number 1849, Northing, 683799.97, Easting, 510128.34 Point Number 1850, Northing, 683768.62, Easting,, 510121.25 -k Point Number 1851, Northing, 683721.58E 01 Point Number 1852, Northing, 683684A5 a , Point Number 1853, Northing, 6836G3 ',wasting, 510039 61�. Point Number 1854, Northing, 6836k,.b6, Easting, 509988.71 Point Number 1855, Northing, 66644:Z2 E tm , 50991�Q.91 Point Number 1856, Northing, 683643.0 -E ting,,509$ 3.� 5 Point Number 1857, North ing,,,683640S%Q Ea. Point Number 1858, North ingJ68334Z25Latg,i 8� Point Number 1859, Northin 9682.38a-t) �9 68":12 Point Number 1860, Northing,0- WW c};" Q0.65.2, , Point Number 1861, Northing, W057.80, Easting, 5095.26 Point Number 1862, Northing, $2.43, Easting, 50956`:1 Point Number 1863, Northing, 652, Easting, 509501 z Point Number 1864, Northing, 68 554�Easting, 509457.25,, Point Number 1865, Northing, 6836 :4 ;bE�aSt)ng, 509400 11 Point Number 1866, Northing, 683653. E,&, ' 0 Point Number 1867, Northing, 683653.49, 4�`ase4rfj Q44: Point Number 1868, Northing, 683654.49, Easting, 509099.71 Point Number 1869, Northing, 683645.01, Easting, 508969.75 Point Number 1870, Northing, 683635.15, Easting, 508855.62 Point Number 1871, Northing, 683654.02, Easting, 508726.36 Point Number 1872, Northing, 683646.70, Easting, 508637.59 Point Number 1873, Northing, 683688.12, Easting, 508619.62 Point Number 1874, Northing, 683741.77, Easting, 508617.75 Point Number 1875, Northing, 683934.58, Easting, 508597.11 Point Number 1876, Northing, 684095.13, Easting, 508607.33 Point Number 1877, Northing, 684108.98, Easting, 508597.41 Point Number 1878, Northing, 684120.81, Easting, 508588.97 Point Number 1879, Northing, 684154.83, Easting, 508493.82 Point Number 1880, Northing, 684156.23, Easting, 508494.15 3�2112005- 149569 Ver 011 GLAND C... 03312-007-000--0 OR; 3903 PG; 2725 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 20 OF 30 Point Number 1881, Northing, 684219.76, Easting, 508391.19 Point Number 1882, Northing, 684268.32, Easting, 508313.09 Point Number 1883, Northing, 684283.46, Easting, 508281.02 Point Number 1884, Northing, 684313.81, Easting, 508213.29 Point Number 1885, Northing, 684311.94, Easting, 508210.93 Point Number 1886, Northing, 684368.31, Easting, 508129.87 Point Number 1887, Northing, 684414.56, Easting, 508042.40 Point Number 1888, Northing, 684463.73, Easting, 507964.49 Point Number 1889, Northing, 684512.77, Easting, 507892.91 Point Number 1890, Northing, 684555.39, Easting, 507824.34 Point Number 1891, Northing, 684591.04, Easting, 507784.08 Point Number 1892, Northing, 684627.15, Easting, 507724.84 Point Number 1893, Northing, 684656.27, Easting, 507693.90 Point Number 1894, Northing, 684714.51, Easting, 507632.03 Point Number 1895, Northing, 684762.69, Easting, 5_07595.23 Point Number 1896, Northing, 684813.95E:i Point Number 1897, Northing, 684836:6,� Point Number 1898, Northing, 684$5asting, 507502:� Point Number 1899, Northing, 684� , Easting, 507499.15 Point Number 1900, Northing, 6 490�.'J* E ipq 50744Q189 Point Number 1901, Northing 849I60.5 �tmgt 5507�t�.�0 Point Number 1902, Northing 68496.0,S$,j,� E� Point Number 1903, Northing J 685,Q1 a' LaStir g, 4.1 Point Number 1904, Northing 68 j2�.56 a tirig 5 7 8 :17 Point Number 1905, Northing,,685,1'31, I„6, s ,g, 56 7 7.7 Point Number 1906, Northing, �Pg5f,36.28, Easting, 5071 .99 Point Number 1907, Northing, O 141.44, Easting, 50707 $6 Point Number 1908, Northing, 6k6 q 16, Easting, 50704 7r Point Number 1909, Northing, 686 44,25, Easting, 507018.37,, Point Number 1910, Northing, 6851 tmg, 506954.3 Point Number 1911, Northing, 6851668b� 7� u " Point Number 1912, Northing, 685162.10,4=asiarig, 6: 7 Point Number 1913, Northing, 685171.51, Easting, 506725.12 Point Number 1914, Northing, 685172.98, Easting, 506664.35 Point Number 1915, Northing, 685197.58, Easting, 506621.02 Point Number 1916, Northing, 685231.14, Easting, 506625.21 Point Number 1917, Northing, 685274.88, Easting, 506626.27 Point Number 1918, Northing, 685328.39, Easting, 506641.08 Point Number 1919, Northing, 685368.52, Easting, 506652.19 Point Number 1920, Northing, 685448.70, Easting, 506677.78 Point Number 1921, Northing, 685512.21, Easting, 506696.21 Point Number 1922, Northing, 685555.71, Easting, 506707.40 Point Number 1923, Northing, 685675.94, Easting, 506747.47 Point Number 1924, Northing, 685692.65, Easting, 506753.17 Point Number 1925, Northing, 685836.22, Easting, 506802.02 3/2v2005-149569 Vw Oil -GLAND CAs13 03312 007-000-- 0 n �s OR; 3903 PG; 2726 - 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B- DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 21 OF 30 Point Number 1926, Northing, 685979.43, Easting, 506866.30 Point Number 1927, Northing, 686073.78, Easting, 506907.65 Point Number 1928, Northing, 685818.91, Easting, 507284.13 Point Number 1929, Northing, 684888.64, Easting, 508733.96 Point Number 1930, Northing, 685604.91, Easting, 509217.14 Point Number 1931, Northing, 685591.53, Easting, 509240.63 Point Number 1932, Northing, 685736.27, Easting, 509324.16 Point Number 1933, Northing, 686084.38, Easting, 509531.92 Point Number 1934, Northing, 686137.34, Easting, 509558.51 Point Number 1935, Northing, 686162.45, Easting, 509514.45 Point Number 1936, Northing, 686253.47, Easting, 509580.31 Point Number 1937, Northing, 686309.58, Easting, 509606.98 Point Number 1938, Northing, 686344.69, Easting, 509588.85 Point Number 1939, Northing, 686365.12, Easting, 509526.07 Point Number 1940, Northing, 686369.04, Easting, 509494.52 Point Number 1941, Northing, 686397.70, Ea" Witrx Point Number 1942, Northing, 68642(a- a� g; 5 Point Number 1943, Northing, 68645 Easting, 509441: Point Number 1944, Northing, 686'46—i'ji, Easting 509468.36 Point Number 1945, Northing, 6i65Qj5".ij-,&;--Easting, 509459.34 Point Number 1946, Northing, 686638.d4;--'E-astinQ,,509 9.�96 Point Number 1947, Northing r686597�1,� EaA Point Number 1948, Northing 68%80. 166t g,' 1,405 Point Number 1949, Northing � 686�3 .17, Ea6ti0g, 91#3fl.4- Point Number 1950, Northing,,fi8 Point Number 1951, Northing,' 86$40.30, Easting, 5096 4.33 Point Number 1952, Northing, Bt _' 2.31, Easting, 50967 13 Point Number 1953, Northing, 6j571, Easting, 509664ro Point Number 1954, Northing, 68 '41. :`Easting, 509637.05 Point Number 1955, Northing, 6876 ' *ting, 50960,2: 12 Point Number 1956, Northing, 687085, faIi tryc Point Number 1957, Northing, 687111.23, 'E' 6:96 Point Number 1958, Northing, 687096.60, Easting, 509442.32 Point Number 1959, Northing, 687050.33, Easting, 509409.72 Point Number 1960, Northing, 687011.61, Easting, 509389.12 Point Number 1961, Northing, 686953.87, Easting, 509344.42 Point Number 1962, Northing, 686884.19, Easting, 509307.33 Point Number 1963, Northing, 686685.84, Easting, 509182.50 Point Number 1964, Northing, 687015.03, Easting, 508691.68 Point Number 1965, Northing, 687308.94, Easting, 508253.45 Point Number 1966, Northing, 687899.19, Easting, 508619.45 Point Number 1967, Northing, 687761.50, Easting, 508890.47 Point Number 1968, Northing, 687666.47, Easting, 509031.23 Point Number 1969, Northing, 687653.69, Easting, 509050.17 Point Number 1970, Northing, 687628.04, Easting, 509088.73 3/21/2005 149569 Ver 011- GLAND C-3 03312-007-000 0 OR: 3903 PG: 2727 17 C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 22 OF 30 Point Number 1971, Northing, 687084.31, Easting, 509905.91 Point Number 1972, Northing, 686435.98, Easting, 510922.04 Point Number 1973, Northing, 686416.89, Easting, 510996.78 Point Number 1974, Northing, 686355.45, Easting, 510965.51 Point Number 1975, Northing, 686350.26, Easting, 510962.77 Point Number 1976, Northing, 686218.82, Easting, 510884.82 Point Number 1977, Northing, 686082.25, Easting, 510797.09 Point Number 1978, Northing, 685983.28, Easting, 510733.52 Point Number 1979, Northing, 685418.71, Easting, 510405.06 Point Number 1980, Northing, 685253.14, Easting, 510279.06 Point Number 1981, Northing, 685052.41, Easting, 510186.33 Point Number 1982, Northing, 685050.16, Easting, 510190.27 Point Number 1983, Northing, 685033.56, Easting, 510224.66 Point Number 1984, Northing, 684994.66, Easting, 510306.66 Point Number 1985, Northing, 684963.81, Easting, 510371.69 Point Number 1986, Northing, 684867.49, E Point Number 1987, Northing, 684795. '15 Point Number 1988, Northing, 684631 rs Easting, 5110 -" , Point Number 1989, Northing, 684565,4$, Easting, 511238.30 Point Number 1990, Northing, 6, 4630.09; Ea t ng, 511266.47 Point Number 1991, Northing 846�6.49 --Easting,m511�t7.�33 Point Number 1992, Northing '684671 Ezra, �115.79 Point Number 1993, Northing 684,70Q'81 a6-�t g, 5� i 2 � Point Number 1994, Northing 68 �21.81, tasting, �5 1 .73 Point Number 1995, Northing,, #* �; iarig,` 1 .7.21, Point Number 1996, North ing,'B(84196.51, Easting, 5117.53 Point Number 1997, Northing, 60}4.79, Easting, 51148 Point Number 1998, Northing, 6* 28, Easting, 51143 b` 4ro Point Number 1999, Northing, 68 16 Easting, 511446.2 5 Point Number 2000, Northing, 6849 ' ; Ea ting, 511535:56, Point Number2001, Northing, 684950.4# a tir Point Number 2002, Northing, 684949.89,4t djW=6._-45 Point Number 2003, Northing, 684961.73, Easting, 511666.11 Point Number 2004, Northing, 684989.78, Easting, 511736.43 Point Number 2005, Northing, 685007.69, Easting, 511816.43 Point Number 2006, Northing, 685048.22, Easting, 511916.90 Point Number 2007, Northing, 685078.92, Easting, 512013.80 Point Number 2008, Northing, 685122.27, Easting, 512134.22 Point Number 2009, Northing, 685140.18, Easting, 512214.22 Point Number 2010, Northing, 685185.37, Easting, 512258.43 Point Number 2011, Northing, 684960.49, Easting, 512301.06 Point Number 2012, Northing, 684777.41, Easting, 512321.60 Point Number 2013, Northing, 684548.78, Easting, 512349.11 Point Number 2014, Northing, 684442.79, Easting, 512359.82 Point Number 2015, Northing, 684419.19, Easting, 512379.13 3(2112005- 149569 Vw 011- GLAND CA.. 03312-007-000- - 0 _— n OR: 3903 PG: 2728 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA 'B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 23 OF 30 Point Number 2016, Northing, 684309.42, Easting, 512409.62 Point Number 2017, Northing, 684263.91, Easting, 512412.66 Point Number 2018, Northing, 683987.52, Easting, 512741.70 Point Number 2019, Northing, 683993.58, Easting, 512833.03 Point Number 2020, Northing, 684026.54, Easting, 513007.90 Point Number 2021, Northing, 684031.90, Easting, 513016.40 Point Number 2022, Northing, 684016.81, Easting, 513068.80 Point Number 2023, Northing, 684032.31, Easting, 513196.63 Point Number 2024, Northing, 684056.52, Easting, 513349.55 Point Number 2025, Northing, 684078.39, Easting, 513530.73 Point Number 2026, Northing, 684076.79, Easting, 513536.55 Point Number 2027, Northing, 684077.14, Easting, 513536.89 Point Number 2028, Northing, 684069.71, Easting, 513573.68 Point Number 2029, Northing, 684074.91, Easting, 513614.22 Point Number 2030, Northing, 684078.52, Easting,.513623.96 Point Number 2031, Northing, 684005.54E , 38 Point Number 2032, Northing, 683930,2 aa! Point Number 2033, Northing, 683f95 d�.EaSting, 513807' " Point Number 2034, Northing, 6831' Jt, Easting, 514019.92 Point Number 2035, Northing, 6 2938. , tag 51409�6,49 � Point Number 1817, Northing, 8292.�;�tmg 514113"67(POII� Containing 265.52 acres, mor or J"s Subject to easements and re s ricti ns!of rad Bearings are based on the sotai�bct�f hip Florida, being Section 8 South >9 2'06" West. 3121/2005- 149569 Vw 011 GLAND CA." 03312-007-000- - 0 BEGINNING) nge 29 East, Collier County, OR; 3903 PG; 2729 . 17C _ DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA -B- DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 24 OF 30 LESS & EXCEPT FROM PARCEL B-4 THE FOLLOWING PARCEL PARCEL B-4-1 All that part of Section 7, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southeast corner of Section 7, Township 49 South, Range 29 East, Collier County Florida (Point Number 8, Northing, 682894.54, Easting, 510737.97); Thence along the south line of said Section 7, North 89049'43" West 705.66 feet to a point (Point Number 2036, Northing, 682896.65,Easting, 510032.31); Thence leaving said south line North 0001017" East 2617.45 feet to the POINT OF BEGINNING (Point Number 2037, Northing, 685514.09,East(Rg,; rq1 44 i55 Thence in straight line segments thrb�I 6 following inclusive) / ,," Point Number 2038, Northing,, ing, 5 0034.51 Point Number 2039, Northing „685542.6�M68568, 44�Ea,Shaa 5 Point Number 2040, Northrng 68 1) :6 a i b 2.4e4 �a Point Number 2041, Northing, 68�02j.99,taitin !0614'44 Point Number 2042, Northing 664sg,0t9 98 Point Number 2043, Northing,,#85622.47,Easting, 510121.87 Point Number 2044, Northing,'"2.88,Easting, 51014�k7 Point Number 2045, Northing, 6 66,9'5.89,Easting, 510178A"$ Point Number 2046, Northing, 68�5 °4 Fasting, 510197.15 Point Number 2047, Northing, 68566,0,£��a�ting, 510235-25 97O Point Number 2048, Northing, 6855,Ein} 54'47 Point Number 2049, Northing, 685580.77,Etn 102 Point Number 2050, Northing, 685555.19,Easting, 510297.41 Point Number 2051, Northing, 685530.20,Easting, 510287.32 Point Number 2052, Northing, 685508.68,Easting, 510264.66 Point Number 2053, Northing, 685480.48,Easting, 510257.64 Point Number 2054, Northing, 685452.65,Easting, 510234.82 Point Number 2055, Northing, 685432.84,Easting, 510216.93 Point Number 2056, Northing, 685448.32,Easting, 510202.28 Point Number 2057, Northing, 685453.38,Easting, 510178.59 Point Number 2058, Northing, 685475.39,Easting, 510139.67 Point Number 2059, Northing, 685495.69,Easting, 510095.68 Point Number 2037, Northing, 685514.09,Easting, 510040.15 Containing 0.75 acres, more or less 3121'2005- 149569 Ver 01' GLAND CAW 03312-007-000 0 2038 through 2059 & 2037 n �s OR; 3903 PG; 2730 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5.9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 25 OF 30 Subject to easements and restrictions of record. Bearings are based on the north line of Section 7, Florida, being North 89049'43" West. Township 49 South, Range 29 East, Collier County, LESS & EXCEPT FROM PARCEL B-4 THE FOLLOWING PARCEL PARCEL B-4-2 All that part of Section 7, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southeast corner of Section 7, Township 49 South, Range 29 East, Collier County, Florida (Point Number 8, Northing, 682894.54, E,a ng,bl0737.97); Thence along the south line of said Sect or'7);,_Nirtr1st 1116.29 feet to a point (Point Number 2061, Northing, 682897 88 Eerng, 509621 69); Thence leaving said south line North,bQ"0" "°East°n247??1 feet th6,POINT OF BEGINNING (Point Number 2062, Northing, 6853761.08,/Easfrn 09629 09j Thence in straight line segments t foU'gh he oll`civ no varti rots 2063 through 2076 & 2062 inclusive) ' Y K { k Point Number 2063, Northing,'PO�490.50, Easting, 50947.85 r" Point Number 2064, Northing, 6ft�1.98, Easting, 5094a'*8 ' Point Number 2065, Northing, 616ii20, Easting, 50967$t:9 > Point Number 2066, Northing686� 0,�, 7 Easting, 509840.70 , Point Number 2067, Northing:6861 ,'�aa In , 5098fa6 1,55 � �` m� f 9 Point Number 2068, Northing, 68615i.7k Ca tf� Point Number 2069, Northing, 686117.45, to 0 Point Number 2070, Northing, 686054.77, Easting, 510107.03 Point Number 2071, Northing, 686015.43, Easting, 510169.36 Point Number 2072, Northing, 685943.98, Easting, 510256.22 Point Number 2073, Northing, 685701.78, Easting, 510101.65 Point Number 2074, Northing, 685813.25, Easting, 509924.00 Point Number 2075, Northing, 685813.71, Easting, 509905.03 Point Number 2076, Northing, 685590.27, Easting, 509757.24 Point Number 2062, Northing, 685370.08, Easting, 509629.09 (POINT OF BEGINNING) 3@112005- 149569 Ver. 01 GLAND CAt4] 03312 007-000-- 0 OR; 3903 PG; 2731 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 26 OF 30 Containing 5.96 acres, more or less Subject to easements and restrictions of record. Bearings are based on the north line of Section 7, Florida, being North 89049'43" West. Township 49 South, Range 29 East, Collier County, LESS & EXCEPT FROM PARCEL B-4 THE FOLLOWING PARCEL PARCEL B-4-3 All that part of Section 7, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southeast corner of Florida (Point Number 8, Northing, 682894 Thence along the south line of said,,-$e,p'fi7 North 89049 Number 2077, Northing, 682899. asting, 508929.49); Thence leaving said south line ,No Number 2078, Northing, 687441.9 Thence in straight line segments tl I, inclusive) I k, ' hip 49 South, Range 29 East, Collier County, ra7.97); 1808.49' feet to a point (Point feet t6,the POINT OF BEGINNING (Point Point Number 2079, Northing, 687 4,,3.62, Easting, 5089341 Point Number 2080, Northing, 6 33, Easting, 508915, Point Number 2081, Northing, 68'5J Easting, 508865.20 Point Number 2082, Northing, 6875 basting, 5087790 Point Number 2083, Northing, 68755i.)--' Eat k� 6 Point Number 2084, Northing, 687589.14, a + g (:89 Point Number2085, Northing, 687620.21, Easting, 508703.45 Point Number 2086, Northing, 687650.99, Easting, 508727.80 Point Number 2087, Northing, 687667.94, Easting, 508764.44 Point Number 2088, Northing, 687669.73, Easting, 508763.67 Point Number 2089, Northing, 687728.42, Easting, 508769.03 Point Number 2090, Northing, 687715.05, Easting, 508835.60 Point Number 2091, Northing, 687682.19, Easting, 508897.76 Point Number 2092, Northing, 687661.74, Easting, 508932.68 Point Number 2093, Northing, 687609.38, Easting, 508990.43 Point Number 2094, Northing, 687603.68, Easting, 508989.34 Point Number 2095, Northing, 687598.47, Easting, 509005.90 Point Number 2096, Northing, 687588.65, Easting, 509037.14 Point Number 2097, Northing, 687563.26, Easting, 509049.11 3/21!2005 149569 Ve, 011 GLAND CAW 03312-007 000 0 through 2101 & 2078 OR; 3903 PG; 2732 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 27 OF 30 Point Number 2098, Northing, 687556.92, Easting, 509052.12 Point Number 2099, Northing, 687537.61, Easting, 509039.85 Point Number 2100, Northing, 687514.76, Easting, 509011.75 Point Number 2101, Northing, 687456.73, Easting, 508978.86 Containing 1.34 acres, more or less Subject to easements and restrictions of record. Bearings are based on the north line of Section 7, Township 49 South, Range 29 East, Collier County, Florida, being North 89049'43" West. ALSO INCLUDING All that part of Section 7, T( particularly described as fol COMMENCING at the sout Florida (Point Number 9, Ni Thence along the west line of said S 2102, Northing, 683705.84, Easting, r of Section 7, T �Q&78, Easting, NET ACREAGE: B-4 ACREAGE 265.52 B 4-1 ACREAGE 0.75 B 4-2 ACREAGE 5.96 B 4-3 ACREAGE -1.34 B-4 NET ACREAGE 257.47 , Florida being more , Range 29 East, Collier County, 797.08' feet to a point (Point Number Thence leaving said west line South 89°38'21" East 124.10 feet to the POINT OF BEGINNING (Point Number 2103, Northing, 683705.06, Easting, 506109.01); Thence in straight line segments through the following vertices (Points 2104 through 2164 & 2103 inclusive) Point Number 2104, Northing, 683955.09, Easting, 506110.99 Point Number 2105, Northing, 683955.80, Easting, 506229.92 Point Number 2106, Northing, 683977.89, Easting, 506356.57 Point Number 2107, Northing, 683983.25, Easting, 506432.37 Point Number2108, Northing, 683989.21, Easting, 506482.97 Point Number 2109, Northing, 684004.58, Easting, 506561.27 3/21/2005- 149569 Ve,. 011-GLAND CAW 03312-007-000-- 0 OR: 3903 PG; 2733 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 28 OF 30 Point Number 2110, Northing, 684039.96, Easting, 506573.05 Point Number 2111, Northing, 684078.25, Easting, 506590.74 Point Number 2112, Northing, 684110.66, Easting, 506611.36 Point Number 2113, Northing, 684128.33, Easting, 506626.09 Point Number 2114, Northing, 684143.07, Easting, 506673.21 Point Number 2115, Northing, 684146.01, Easting, 506720.35 Point Number 2116, Northing, 684154.84, Easting, 506758.65 Point Number 2117, Northing, 684163.68, Easting, 506788.09 Point Number 2118, Northing, 684163.68, Easting, 506832.28 Point Number 2119, Northing, 684165.22, Easting, 506873.96 Point Number 2120, Northing, 684175.46, Easting, 506982.51 Point Number 2121, Northing, 684178.41, Easting, 507014.92 Point Number 2122, Northing, 684181.35, Easting, 507053.22 Point Number 2123, Northing, 684175.46, Easting, 507094.46 Point Number 2124, Northing, 684169.57, Easting, 507138.65 Point Number 2125, Northing, 684169.57, E°`rcr 71: Point Number 2126, Northing, 684169tii w, a�g;� �6 4 Point Number 2127, Northing, 68417l7 fasting, 507249:0 Point Number 2128, Northing, 684"1 l,• Easting, 507247.73 Point Number 2129, Northing, 6411�.$8,�ast�q, 507253.63 Point Number 2130, Northing, 0840,83.f�t^ �t(ng, 50722926 Point Number 2131, Northing,a'684d06 5,",E ra , 4.4 Point Number 2132, Northing,) 683970'.4 i a61 g, k5 i0 Point Number 2133, Northing 68 030.1 a6rig 716 Point Number 2134, Northing,,6p83� 4 g,'S 7 52.05-, Point Number 2135, North ing,�6,83474.10, Easting, 507 36.91 Point Number 2136, Northing, 83$ 1.30, Easting, 5071111-73 Point Number 2137, Northing, 671, Easting, 5070961, Point Number 2138, Northing, 68 Easting, 507027.15, Point Number 2139, Northing, 6838Sting, 506955A$4 Point Number 2140, Northing, 683828 Point Number 2141, Northing, 683829.29,"a�%c61:0% Point Number 2142, Northing, 683822.80, Easting, 506832.08 Point Number 2143, Northing, 683806.08, Easting, 506781.22 Point Number 2144, Northing, 683793.37, Easting, 506712.45 Point Number 2145, Northing, 683772.70, Easting, 506675.91 Point Number 2146, Northing, 683763.24, Easting, 506621.63 Point Number 2147, Northing, 683760.77, Easting, 506574.73 Point Number 2148, Northing, 683754.90, Easting, 506520.54 Point Number 2149, Northing, 683749.54, Easting, 506444.73 Point Number 2150, Northing, 683736.31, Easting, 506397.56 Point Number 2151, Northing, 683719.75, Easting, 506339.51 Point Number 2152, Northing, 683721.70, Easting, 506322.58 Point Number 2153, Northing, 683714.05, Easting, 506317.04 Point Number 2154, Northing, 683706.02, Easting, 506300.97 3/21i2005-149569 Ver 011-GLAND CASO 03312-007-000 0 n OR: 3903 PG: 2734 17 C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 29 OF 30 Point Number 2155, Northing, 683700.66, Easting, 506289.20 Point Number 2156, Northing, 683695.30, Easting, 506270.44 Point Number 2157, Northing, 683691.55, Easting, 506250.10 Point Number 2158, Northing, 683691.55, Easting, 506226.53 Point Number 2159, Northing, 683694.77, Easting, 506215.27 Point Number 2160, Northing, 683701.20, Easting, 506194.40 Point Number 2161, Northing, 683704.94, Easting, 506177.79 Point Number 2162, Northing, 683710.30, Easting, 506157.97 Point Number 2163, Northing, 683708.69, Easting, 506137.09 Point Number 2164, Northing, 683706.02, Easting, 506125.30 Containing 7.87 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 7,, T Florida, being North 00021'39" East. STATEMENT OF DEFINITION, AC C AACY AND COORDINAT 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S SRE�ASED ON ST "A"(REFERENCE WILSONMILLER DRA N`G NU)ABER-2H ip 49 South, Range 29 East, Collier County, n NET ACREAGE: B-1 ACREAGE 130.57 B-2 ACREAGE 95.35 B-3 ACREAGE 127.98 B-4 ACREAGE 257.47 B-5 ACREAGE -7.87 NET ACREAGE 619.24 P EASEMENT AGREEMENT EXHIBIT 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/23/03 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1 "=500' 5. SCALE NOT TO EXCEED 1 "=500'. 6. THIS IMAGERY HAS NOT BEEN ORTHO CORRECTED IN ORDER TO MEET MINIMUM TECHNICAL STANDARDS OR NATIONAL MAP ACCURACY STANDARDS. 7. VERTICAL ELEVATION CHANGES WILL CAUSE HORIZONTAL DISPLACEMENT. EVERY EFFORT HAS BEEN MADE TO MINIMIZE THIS EFFECT FOR CRITICAL FEATURES. 8. IN AREAS WHERE TALL STRUCTURES OR TREES LEAN TO OBSTRUCT FEATURES, EXPOSURES WERE MOSAICKED IN AN EFFORT TO MINIMIZE THE EFFECT. 3121/2005-149569 Ver. 011-GLAND CA.a 03312-007 000 -0 OR; 3903 PG; 2735' 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 8 5-9, TOWNSHIP 49 SOUTH. RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 30 OF 30 9. THIS PRODUCT IS SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT PROVIDED IN A DIGITAL FORMAT. B. BASED ON THESE PARAMETERS, THE LINES DEPICTED IN THIS DIGITAL FILE HAVE AN ESTIMATED POSITIONAL ACCURACY OF +/- 20 FEET. C. MINOR DIFFERENCES IN POSITION AND ACREAGE BETWEEN THIS DESCRIPTION AND OTHER FORMATS CAN BE ATTRIBUTED TO COORDINATE PROJECTION AND SOFTWARE ACCURACY PARAMETERS. 3. COORDINATE BASIS: THE LINES DEPICTED HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 83, GRS80, US SURVEY FEET. BY DATE 3-21-05 LANCE T. MILLER, P.S.M. LS # 5627 WILSONMILLER, INC. REGISTERED ENGINEEf NOT VALID WITHOUT THE SIGNATURP,'A 6Fl�aiN7 MAPPER. NOT BASED ON FULL SURVEY OF.,8IECT LANDS. CERTIFICATE OF AUTHORIZATIi # I�g�3....... REF 2H-94 312112005-149569 Vet 011.-GLAND CAW 03312-007-000- - 0 )RS. OF A PROFESSIONAL SURVEYOR AND OR; 3903 PG; 2736 17C DESCRIPTION OF PART OF SECTIONS 2-6, TOWNSHIP 49 SOUTH, RANGE 29 EAST COLLIER COUNTY, FLORIDA WADING BIRD RESTORATION AREA (RESTORATION AREA "_C") Delineation Within Stewardship Sending Area 6 PARCEL C-1 All that part of Section 2, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northeast corner of Section 2, Township 49 South, Range 29 East, Collier County, Florida (Point Number 1, Northing, 697273.28, Easting, 530714.88); - Thence South 19050'04" West 3771.60 feet to the POINT OF BEGINNING (Point Number 2165, Northing, 693725.42, Easting, 529435.17) Thence in straight line segments through the inclusive) Point Number 2166, Northing, 6937;9, Easting, 529477.61 Point Number 2167, Northing, 6 364j3- asii�ng, 529602.32 Point Number 2168, Northing,936,�19.y sting"59t6`07 Point Number 2169, Northing6935967 Eat, �68. Point Number 2170, Northing � 69datiivg; 5 6. Point Number 2171, Northing, 698851.54 �Ea6tir � 9 ) - Point Number 2172, Northing 69� 3���" 15AW `5 9 16.18 Point Number 2173, Northing",93,41'?2, Easfing, 5295.10 Point Number 2174, Northing, 1.73, Easting, 529844,93 Point Number 2175, Northing, 699 .26, Easting, 5297Tt;``5 Point Number 2176, Northing, 69 91 6.50, Easting, 529689.0 Point Number 2177, Northing, 692 4sting, 529617,7 Point Number 2178, Northing, 69305071tlr g2t4 Point Number 2179, Northing, 693111.91 `Ear1c, 2gi` Point Number 2180, Northing, 693103.27, Easting, 529355.97 Point Number 2181, Northing, 693586.91, Easting, 529408.30 Point Number 2182, Northing, 693643.84, Easting, 529413.81 Point Number 2165, Northing, 693725.42, Easting, 529435.17 (Points 2166 through 2182 & 2165 Containing 6.49 acres, more or less Subject to easements and restrictions of record. Bearings are based on the east line of Section 2, Township 49 South, Range 29 East, Collier County, Florida, being S07'45'32"E. &21/2005 149677 Ve, 01'-GLAND C.W 03312-007-000--0 OR; 3903 PG; 27371 17 C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (WADING BIRD RESTORATION AREA -C- DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 2 OF 5 ALSO INCLUDING PARCEL C-2 All that part of Section 3 & 4, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 3, Township 49 South, Range 29 East, Collier County, Florida (Point Number 25, Northing, 697209.85, Easting, 519996.04); - Thence along the west line of said Section 3 South 08020'57" East 2427.16 feet to the POINT OF BEGINNING (Point Number 2183, Northing, 694808.41, Easting, 520348.48) Thence in straight line segments through the, inclusive) Point Number 2184, Northing, 6941?,$6, Easting, 520359.78 Point Number 2185, Northing, 6�44793.7-9,-Easting, 520355.35 Point Number 2186, Northing 94565.52 fisting, 5M37262 Point Number 2187, North ing,,,694i8Q-5,9.., Eat 2 Q,3 Point Number2188, Northing '694 12`3 l asti g 5"' Point Number 2189, North)ng 69 �52.42 to ting :6 0�39:.'8 Point Number 2190, Northing7218;rt'`5 031.8q Point Number 2191, Northing, '#93615.87, Eag, 520675.31 Point Number 2192, Northing, 41.44, Easting, 52006 65 Point Number 2193, Northing, 6� 97, Easting, 51999z'�7 Point Number 2194, Northing, 6944 1\1h, Easting, 519837.65 Point Number 2195, Northing, 69448 `Casting, 51985Q,44 Point Number 2196, Northing, 6945664 tfrkT' § Point Number 2197, Northing, 694603.16, "Ea u:t$ Point Number 2198, Northing, 694657.98, Easting, 520001.53 Point Number 2199, Northing, 694718.02, Easting, 520029.70 Point Number 2200, Northing, 694762.58, Easting, 520072.70 Point Number 2201, Northing, 694792.00, Easting, 520111.42 Point Number 2202, Northing, 694829.32, Easting, 520139.04 3(2112005- 149677 V. 011-GLAND CA.l 03312-007-000-- 0 (Points 2184 through 2209 & 2183 OR: 3903 PG: 2738 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (WADING BIRD RESTORATION AREA -C- DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 3 OF 5 Point Number 2203, Northing, 694866.63, Easting, 520166.66 Point Number 2204, Northing, 694913.98, Easting, 520198.42 Point Number 2205, Northing, 694918.46, Easting, 520221.13 Point Number 2206, Northing, 694959.29, Easting, 520284.40 Point Number 2207, Northing, 694936.58, Easting, 520286.28 Point Number 2208, Northing, 694878.45, Easting, 520290.42 Point Number 2209, Northing, 694845.24, Easting, 520315.35 Point Number 2183, Northing, 694808.41, Easting, 520348.48 (POINT OF BEGINNING) Containing 11.71 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 3, Township 49 South, Range 29 East, Collier County, Florida, being South 08020'57" East. ALSO INCLUDING All that part of Section 5 & 6, T particularly described as follow COMMENCING at the north% Florida (Point Number, 21, N VIR PAR EL C-3- hip,49 South, Range 29 East, Thence along the west line of Sod Section 3 South Of BEGINNING (Point Number, 2 ,, 4 Northing, 690688. Thence in straight line segments t rule the following verti inclusive) Point Number, 2211, Northing, 690688.28,`°E t ► , 1 3,1&1� Point Number, 2212, Northing, 690687.04, Easting, 510327.08 Point Number, 2213, Northing, 690715.27, Easting, 510383.44 Point Number, 2214, Northing, 690702.93, Easting, 510435.13 Point Number, 2215, Northing, 690679.17, Easting, 510501.33 Point Number, 2216, Northing, 690669.29, Easting, 510524.31 Point Number, 2217, Northing, 690585.02, Easting, 510552.88 Point Number, 2218, Northing, 690498.61, Easting, 510574.41 Point Number, 2219, Northing, 690435.64, Easting, 510596.31 Point Number, 2220, Northing, 690384.51, Easting, 510610.68 Point Number, 2221, Northing, 690310.67, Easting, 510597.18 Point Number, 2222, Northing, 690263.86, Easting, 510596.05 Point Number, 2223, Northing, 690217.24, Easting, 510587.12 Point Number, 2224, Northing, 690209.12, Easting, 510586.92 3/21 t2005- 149677 Ver 01'-GLAND CAA] 03312-007-000- - 0 County, Florida being more Range 29 East, Collier County, 5 feet to the POINT OF .32) 2211 through 2257 & 2210 OR: 3903 PG; 2739 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (WADING BIRD RESTORATION AREA -C- DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 4 OF 5 Point Number, 2225, Northing, 690227.38, Easting, 510532.15 Point Number, 2226, Northing, 690245.75, Easting, 510482.29 Point Number, 2227, Northing, 690256.24, Easting, 510435.06 Point Number, 2228, Northing, 690240.50, Easting, 510382.57 Point Number, 2229, Northing, 690224.75, Easting, 510369.45 Point Number, 2230, Northing, 690190.64, Easting, 510353.71 Point Number, 2231, Northing, 690159.15, Easting, 510351.08 Point Number, 2232, Northing, 690118.80, Easting, 510345.11 Point Number, 2233, Northing, 690137.91, Easting, 510314.80 Point Number, 2234, Northing, 690174.80, Easting, 510241.31 Point Number, 2235, Northing, 690191.53, Easting, 510194.67 Point Number, 2236, Northing, 690201.74, Easting, 510173.12 Point Number, 2237, Northing, 690207.98, Easting, 510159.93 Point Number, 2238, Northing, 690239.75, Easting, 510137.07 Point Number, 2239, Northing, 690253.02, Easting, 510124.45 Point Number, 2240, Northing, 690271.76 Erc�B LIP 62 Point Number, 2241, Northing, 690303ttg LIP` �e Point Number, 2242, Northing, 6903 ''tasting, 510048-8, ,t Point Number, 2243, Northing, 69,64472, Easting, 509990.96 Point Number, 2244, Northing, F 0365s49,-Ea nq_509974.87 Point Number, 2245, Northing,,�903"84.6�,-Ea5tmg, 5099i6�49 Point Number, 2246, Northing' 6904 .3,9, Eaifidq '9880' Point Number, 2247, Northing=, 69Q43.16�tig 5�0/ ' Point Number, 2248, Northing, 694.440.11 xE4stiog 15�0 5 Point Number, 2249, Northing 6-9 Q B 9 87.8 !L ' Point Number, 2250, North ing;k690' 22.38, Easting, 5098R9.76 i Point Number, 2251, Northing, �955.41, Easting, 5098�98 s° Point Number, 2252, Northing, 69 36 .51, Easting, 50999Z :5, Point Number, 2253, Northing, 69 JEasting, 510051.12- Point Number, 2254, Northing, 69 k tmg, 510077: 4'� S-:' �� g, Point Number, 2255, Northing, 690658'." .1 96' Point Number, 2256, Northing, 690672.33 'Eisii Point Number, 2257, Northing, 690689.46, Easting, 510226.87 Point Number, 2210, Northing, 690688.96, Easting, 510247.32 (POINT OF BEGINNING) Containing 6.63 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 3, Township 49 South, Range 29 East, Collier County, Florida, being South 08051'26" East. NET ACREAGE: C-1 ACREAGE 6.49 C-2 ACREAGE 11.71 C-3 ACREAGE 6.63 NET ACREAGE 24.83 3/21 �2005 149677 Vey 011 GLAND CAW 03312-007-000- 0 OR; 3903 PG; 2740 17C .� DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (WADING BIRD RESTORATION AREA -C- DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 5 OF 5 STATEMENT OF DEFINITION, ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 6 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A"(REFERENCE WILSONMILLER DRAWING NUMBER 21-1-94). 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/23/03 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1 "=500' 5. SCALE NOT TO EXCEED 1 "=500'. 6. THIS IMAGERY HAS NOT BEEN ORTHO CORRECTED IN ORDER TO MEET MINIMUM TECHNICAL STANDARDS OR NATIONAL MAP ACCURACY STANDARDS. 7. VERTICAL ELEVATION CHANGES WILL CAUSE HORIZONTAL DISPLACEMENT. EVERY EFFORT HAS BEEN MADE TO MINIMIZE THIS EFFECT FOF3 GRIT4GAL FEATURES. 8. IN AREAS WHERE TALL STRUCTURESOkR ' LEAN TO OBSTRUCT FEATURES, EXFS��WRE1iJED IN AN EFFORT TO MINIMIZE THE EFFECT. 9. THIS PRODUCT IS SIMILAR IN ACCf ACY TO RECTIFIED ERGMENTS, EXCEPT PROVIDED IN A DIGITAL FORMAT. / /` �— ' B. BASED ON THESE PARAMETERS THEtL �S'bER'[CT'Ef�V THIS IGItAL FILE HAVE AN ESTIMATED POSITIONAL ACCURACY OF +/4'20 FEET r C. MINOR DIFFERENCES IN P6SITJQN,, [ A Fi O'�� B T1�E `� DESCRIPTION AND OTHER FORMATS CAN BE ATTRIBUTED T C( OR �'IN 1T P t, J�t' SOFT /ARE ACCURACY PARAMETERS. ` 3. COORDINATE BASIS: I k, Ji . - ma THE LINES DEPICTED HEREON�AAE, BASED ON THE FLOE DA STATE/Pt is E COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH A AN DATUM 83, GRSb S,SU f1 0,1FEET. BY LANCE T. MILLER, P.S.M. LS # 5627 WILSONMILLER, INC. REGISTERED ENGINEERS AND LAND SURVEYORS. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND MAPPER. NOT BASED ON FULL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION # LB-43 REF 2H-94 3121/2005- 149677 Vw OV-GLAND CA.4 03312-007-000- - 0 OR; 3903 PG; 2741 17C S.S.A. 6 EXHIBIT "A" LEGAL DESCRIPTION DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST AND SECTIONS 1, 12 THROUGH 14 & 23 & 24 TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA All of Sections 2 through 8, Township 49 South, Range 29 East, Collier County Florida and The west half (1/2) of Section 9, Township 49 South, Range 29 East, Collier County, Florida and All of Sections 12 through 14, Township 49 South, Range 28 East, Collier County, Florida and The east half (1/2) of Section 1, Townskiip4 , dh(-FW,,ge&,Fast, and ner.�r . The north half (1/2) of Section 23 T v6'hipN49 South, Range 8 a t, Collier County, Florida and The north half 1/2 of Section 2 T ( ) cwnsi�49 Srrrthne 28 E st, oilier County, Florida Containing 9911.09 acres more or Subject to easements and restricti Bearings are based on the east n"' Florida South 07045'32" East. ? ;; Sketch & Description were prey See Sketch for additional notes of i'without the benefit of-,(f 'su WilsonMiller, Inc. Registered Engineers and Land Surveyors Certificate of Authorization #LB-43 By: Lance T Miller, P.S.M. L.S. #5627 Not valid unless embossed with the Professionals Seal REF. 2H-84 W.O.: 03312-P08-001 Date: 11-29-04 11'R6je 29 East, Collier County, title search. 11-29-04 Date 12/312004-145461 Ver 011-GLAND CANJ 03312-P018-001-- 0 C, r, r c_ A C C" A C -_ T-48-S 1 T-49-S 7 BC.I. 1 \PER CR. IOOf B.C.I. N,J PAC[ 277I PER O.R. /27 PER O.R. BCC" y1.1 2405 PACE 2779 \\ \ \\ I 2 B.C.P. R.C.P. PER O.R. BOOK PER O.R. BOOK ' B.C.P. , 21. PACE I554 / . 200p P IM4 PEogw R O.R;'° 2r54e L 16 k 6 � B.C.P. � -rs� B.C.P. 3 PER 0'c PER 0 R. N 1008 PAGE s!.B54� � 20OB PACE B.C.I. I B.C.P./ 1 1 .� PER O.R. BOO( PER O.R. BOO" LJ \ �! 2\3 PACE 2]7/�200/ PACE 1554, � I' i I { �✓r` s �F �` PEA"�Rr Bd L 14 Ell \ B.C./ M 165 POt O.R. BOd( PER O.R. 900K �� .I 241J PACE I779 2001 PACE I554' 15 � Uo�'y /mo��i � modl 1 PER O.R.I B00" \PER O.R.IlBOOEf . ry 24933 PACE 2771' 2403 PAGE 277B22 BC.P. PER O.R. BOO( 2001 PACE ISM \\ � YOOB OPACE ,I PER 2" O/MC[ 13M B.C.P. PER /OM/R,CEBOOK PER O.R. BOOR B.C.I. N/3 PACE 2711\ B.C.I. PER O.R. 277 Al o a. BOcrr 240.1 vALx n71 ' 415 PAGE 2779 I k NOTES1DIMENSIONS ARE,I ELF„Q( DECIIMLS 2) THIS SKEICN""" 2s, �Rf6TNIN. WAS BASS UGWi"STIRJE S BY THE ,Rt ,LOWING: A) BY PORTELLA 8:'zgOWE ALOHC"-FHE $0k.4LL1„LINOF,3lIE'S"SA'"k�i PREPARED FOR UA ,nSH h WILDLIFE rI B) BY PA IRMINGER SR. SECTIONS ALONG THE N TH'4.iNE�e=°"`� PREPARED FOR COWER COUliy_(497.81 _.,, ,,,v,,,,, C) INFORMATIONAL SKETCHES BY WILSONMRLER (1982). 3) WILSONMILLER RECOVERED SEVERAL OF THE SECTION CORNERS IN PREPARATION OF THIS SKETCH k LEGAL DESCRIPTION. LINE TABLE LINE BEARING I DISTANCE L1 4 ' 8967.97 L2 5298.64 L3 9' '0 'W SJ12.25 L4 4 2667.99 L5 S01' 5282.09 L6 2667.53 L7 W 5340698 LB A189`49%rill 4758.10 L9 7950.09 'TO 4'1 W SJOB. 16 01 5301.18 L12 Nool Il 2646.77 LIJ NOl 529J.62 L 14 NfIlil 5306.44 L 15 5297.58 L16 M8750,27E 2651.99 L17 ATJr5dl 8330.60 L18 All 2849.56 LI9 2662.78 L20 V�Z2668.62 L21 N '1 2658.36 L22 NW25 2tE 2668.54 L23 Ill 2658.66 L24 Nl 2704466 L25 4 •4 2652.30 L26 2652.JO L27 NdrJl 2707.21 L28 2707.22 9 M .n w U B 7Bo ISoo 500o eoao GRAPHIC SCALE 11/29/04 LANCE LER, LS. 5027 DATE NOT VALID UNLESS SIGNED BY THE SURVEYOR AND SEALED WITH THE SURVEYOR'S EM80SSED SEAL. CERTIFICATE OF AUTHORIZATION / LB-43 PARCEL DESCRIBED S.S.A. 16 9911.09 ACRES t Dr or 714.]] rAANop \wiAo»\Tlw-u.ep ACTIVITY It*TW 4EP. NO. DATE APPROVED: PARI CO W11*mNer DATEE: CLIENT:84RRON CCOLLIER8BillLLIER I4ERSiI1PRESEARCH: 11/ZDo4 TITLE: SKETCH OF DESCRIPTION FlEW WORK/CREW CHIEF SCALE: SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST DRAFTED: GPRL11857 1112004 .bTpo AIdr1YL _ SECTIONS 1,12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, 7YBI1�Edo1Ca.6'W 1 -3000' RANGE 28 EAST, COLLIER COUNTY, FLORIDA CHECKED BY: LTAI/01J8 CROSS REFERENCE ILL NO.: PROJECT NO.: SIIEET NUMBER, TILE NO.: FIELD BOOK/PAGE: CPS 25. PACES 20- LANCE T. MILL P.S.M. L.S 5627 MwmgL.Raom Ey�iyu Ey9��. r1E! � ems"' T1Rc. • r r1�E. iI�Bi�•g°'BLF~�E°'Fil°°°amB•RYIaEwR RiAWB 03312-P08-001 1 or 1 2H84 OD- IGAI Dr-- 11/1' Vl\0 .JJVJ L Q 0 �,I"I'd U"" BCI BCP Legend WiIsonMiller SSA6 EASEMENT AGREEMENT e OP., egCyu uN e Wa , Re'en onA - ( ' da - Panrier Na onalVvf nek Rel�ge x9K o,,.."(IOII$l P nF. Dls,) 3 ., gi.�5ennq Exhibit B os , 2 3 RA F..YS—ll PArea(FSA) p'-,a.�,�as��,e���a,� Location Map w- - HaeaLsm. 1-1, Area (HSA)lL fSSA eon„nary ,. CD 5CI I BCP SSA 6 i—J."I EASEMENT AGREEMENT cm:::-f-.,"' wilsonmiller Exhibit C 0375 Ll -15 1 5 Retained Land Uses Mile, OR: 3903 P : 2745 ?C DESCRIPTION OF PART OF SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA EXHIBIT D (AGRICULTURAL AREA 2 Delineation Within Stewardship Sending Area 6) All that part of Sections 2 thru 9 Township 49 South, Range 29 East and Sections 1, 12 thru 14, 23 & 24, Township 49 South, Range 28 East, Collier County, Florida being more particularly described as follows; BEGINNING at the northeast corner of Section 2, Township 49 South, Range 29 East, Collier County, Florida (Point Number 1, Northing, 697273.28, Easting, 530714.88); Thence along the east line of said Section 2 South 07045'32" East 8,967.97 feet to the southeast corner of said Section 2 (Point Number 2, Northing, 688387.41, Easting, 531925.58); Thence along the south line of said Section 2 South 89002'22" West 5,298.64 feet to the southeast corner of Section 3, Township 49 South, Range 29 East, Collier County, Florida (Point Number 3, Northing, 688298.59, Easting, 526627.69); Thence along the south line of said Sept or3o�t�9�0' #iVst 5,312.25 feet to the southeast corner of Section 4, Township 49 South R�t� a iifastI Collier Co°o itV;�Flcrida (Point Number 4, Northing, 688215.39, Easting, 521316.09); " Thence along the south line of said S6ction S-quth 89°42-',?0" W tt 2,667.99 feet to the south quarter corner of said Section 4 (Point Numb er °' N�hmg 688 �1 69, Eas ing, 518648.13); Thence leaving the south line of satd�Stjon,ut3� £sfi 5 22.09 feet to the south quarter corner of Section 9, Township�49 South, Rhe9sll�rrity, Florida (Point Number 6, Northing, 682920.51, Easting 518 46 43);x v 1 h Thence along the south line of,gaic e tt h� dptli 9° 2'20"� t 6t53 feet to the southeast corner of Section 8, Township 49 SoutfT, nge 29 East (Point I mber17, hpo ijhg, 682906.81, Easting, 516078.93) � � ° ' , Thence along the south line of saj`6ction 8 South 89°52" 6,"Wpst4 40.98 feet to the southeast corner of Section 7, Township 49 South, n ?9 East (Point Numb8 Ito°rthing, 682894.54, Easting, 510737.97); �' , A� Thence along the south line of said Seen Iti 9�9 81st 4,758.10 feet to the northeast corner of Section 13, Township 49 South, Range 284iat,TMler County, Florida (Point Number 9, Northing, 682908.78, Easting, 505979.89); Thence along the east line of said Section 13 and the east line of Section 24, Township 49 South, Range 28 East, Collier County, Florida South 00022'08" West 7,950.09 feet to the east quarter corner of said Section 24 (Point Number 10, Northing, 674958.85, Easting, 505928.69); Thence leaving the east line of said Section 24 South 8905419" West 5,308.16 feet to the east quarter corner of Section 23, Township 49 South, Range 28 East (Point Number 11, Northing, 674950.09, Easting, 500620.54); Thence South 89058'12" West 5,301.18 feet to the west quarter corner of said Section 23 (Point Number 12, Northing, 674947.32, Easting, 495319.36); Thence along the west line of said Section 23 North 00019'52" East 2,646.77 feet to the southwest corner of Section 14, Township 49 South, Range 28 East, Collier County, Florida (Point Number 13, Northing, 677594.05, Easting, 495334.66); 3121r2005- 149392 Ver. 016 GLAND CAMP 03312-007-0000. - 0 OR: 3903 PG: 2746 7C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 2 OF 37 Thence along the west line of said Section 14 North 00021'47" East 5,293.62 feet to the northwest corner of said Section 14 (Point Number 14, Northing, 682887.56, Easting, 495368.19); Thence along the north line of said Section 14 North 89052'51 " East 5,306.44 feet to the southwest corner of Section 12, Township 49 South, Range 28 East, Collier County, Florida (Point Number 15, Northing, 682898.60, Easting, 500674.62); Thence along the west line of said Section 12 North 00022'32" East 5,297.58 feet to the northwest corner of said Section 12 (Point Number 16, Northing, 688196.07, Easting, 500709.34); Thence along the north line of said Section 12 North 89050'27" East 2,651.99 feet to the south quarter corner of Section 1, Township 49 South, Range 28 East (Point Number 17, Northing, 688203.44, Easting, 503361.32); Thence leaving said north line North 13°58'41 " West 8,330.60 feet to the north quarter corner of said Section 1 (Point Number 18, Northing, 696287.36, Easting, 501349.05); Thence along the north line of said Section 1 North 88048'12" East 2,649.56 feet to the northwest corner of Section 6, Township 49 South, Range 29 EaSt,,Colie.r,County, Florida (Point Number 19, Northing, 696342.69, Easting, 503998.04); Thence along the north line of said Secrth kE44t 2,662.78 feet (Point Number 20, Northing, 696487.21, Easting, 50665 Thence continue along the north fin?f said Section 6 North 86 7'5 East 2,668.62 feet to the northwest corner of Section 5, i' wns° ip-4'9'-S'Otith..,,Ranqq,29 Eas Co er County, Florida (Point Number 21, Northing, 696628.53, Easti�g 569321 77) Thence along the north line of'sa)d �� >� �658�36 feet (Point Number 22, Northing, 696773.62, Easting,15117F.16��P Thence continue along the no° h lioe Of s�i� eciioh' Forth 02622 East 2,668.54 feet to the northwest corner of the aforerr�e t(��ectvc 4°FraJVumt*.�3IcJfhing, 696940.12, Easting, 514639.51); Thence along the north line ofection 4 North 87°OT EIast�Z 5.66 feet (Point Number 24, Northing, 697073.84, Easting, 5f— 80); Thence continue along the north I) of id Section 4 North 87° ' East 2,704.66 feet to the northwest corner of the aforementio }cT�cir3 �yPoirtt N11{b, Northing, 697209.85, Easting, 519996.04); Thence along the north line of said Section 8146h .,1 4424J" East 2,652.30 feet (Point Number 26, Northing, 697223.10, Easting, 522648.31); Thence continue along the north line of said Section 3 North 89o42'49" East 2,652.30 feet to the northwest corner of the aforementioned Section 2 (Point Number 27, Northing, 697236.36, Easting, 525300.57); Thence along the north line of said Section 2 North 89036'33" East 2,707.21 feet (Point Number 28, Northing, 697254.82, Easting, 528007.72) Thence continue along the north line of said Section 2 North 89036'33" East 2,707.22 feet to the northeast corner of said Section 2 and the POINT OF BEGINNING (Point Number 1, Northing, 697273.28, Easting, 530714.88); 3121/2005- 149392 Vw 011- GLAND Cw...i 03312-007-000- - 0 OR; 3903 PG; 2747 1# 7C • s DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 3 OF 37 Containing 9911.09 acres, more or less Subject to easements and restrictions of record. Bearings are based on the east line of Section 2, 07045'32" East Township 49 South, Range 29 East being South LESS & EXCEPT AGRICULTURAL PARCEL 1-1, THROUGH AGRICULTURAL PARCEL 1-5, AGRICULTURAL PARCEL 1-1 All that part of Sections 2 thru 4 Township 41b41 (1Inp"29East, Collier County, Florida being more particularly described as follows;. '°5i COMMENCING at the northeast q6r6illbf Section 2, Township South, Range 29 East, Collier County, Florida (Point Number 1, Northing, 6912i3:26; , iio, 5 714.8 ; Thence along the north line of BEGINNING (Point Number 20, Thence leaving said north linen str 282 & 25 inclusive) k, Point Number 30, Northing, 6971` ,,Easting, 529538.8d Point Number 31, Northing, 69713 E sting, 529522.00 Point Number 32, Northing, 697068.,�s52947 Point Number 33, Northing, 696967.40" t° Point Number 34, Northing, 696835.20, Eastrtg,-262 1' Point Number 35, Northing, 696785.87, Easting, 529218.80 Point Number 36, Northing, 696714.47, Easting, 529186.42 Point Number 37, Northing, 696692.50, Easting, 529176.46 Point Number 38, Northing, 696555.43, Easting, 529118.48 Point Number 39, Northing, 696302.10, Easting, 529013.51 Point Number 40, Northing, 695974.47, Easting, 528855.98 Point Number 41, Northing, 695964.55, Easting, 528832.52 Point Number 42, Northing, 695944.94, Easting, 528775.33 Point Number 43, Northing, 695881.04, Easting, 528554.76 Point Number 44, Northing, 695779.69, Easting, 528234.44 Point Number 45, Northing, 695768.33, Easting, 528183.62 Point Number 46, Northing, 695769.26, Easting, 528144.90 Point Number 47, Northing, 695765.32, Easting, 528144.21 3121/2005-149392 Ver: 011-GLAND CANS 03312-007-000- 0 171 3.21 feet to the POINT OF ng vertices Points 30 through OR; 3903 PG: 2748 17 C • _ DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 4 OF 37 Point Number 48, Northing, 695744.34, Easting, 528128.75 Point Number 49, Northing, 695721.15, Easting, 528107.76 Point Number 50, Northing, 695711.20, Easting, 528096.72 Point Number 51, Northing, 695696.85, Easting, 528082.37 Point Number 52, Northing, 695684.70, Easting, 528064.69 Point Number 53, Northing, 695674.76, Easting, 528051.44 Point Number 54, Northing, 695668.14, Easting, 528042.61 Point Number 55, Northing, 695654.89, Easting, 528033.78 Point Number 56, Northing, 695642.10, Easting, 528026.81 Point Number 57, Northing, 695635.46, Easting, 528028.80 Point Number 58, Northing, 695593.70, Easting, 528032.71 Point Number 59, Northing, 695553.25, Easting, 528043.15 Point Number 60, Northing, 695474.95, Easting, 528064.04 Point Number61, Northing, 695348.36, Easting,,,..52-81.09-.71 Point Number 62, Northing, 695301 39, F Point Number 63, Northing, 695139 5e,"t"ll-, a ti -, 5, Point Number 64, Northing, 69508 :° ESting, 528238.90 Point Number 65, Northing, 69504` . ;°tasting, 528276.75 Point Number 66, Northing, 69479,E Easing .52282 4 Point Number 67, Northing 69 959`23, taste 52,a306.§4 Point Number 68, Northing, 69493 lW,-, stirT 8 t7 20, Point Number 69, Northing, 6491.8, 64rg522p7w Point Number 70, Northing, 6 490 20, Ep�tiAg 152,6 3 444 Point Number 71, Northing, 6 k�as%� °�L j-7 Point Number 72, Northing, 69 7 28, Easting, 528343' ,4, Point Number 73, Northing, 690, tasting, 528347.6 Point Number 74, Northing, 694$ I'Easting, 528354.7�' Point Number 75, Northing, 69481 9 sting, 528355.39 Point Number 76, Northing, 694790.'; as�52836w Point Number 77, Northing, 694760.26; 'East 2�. Point Number 78, Northing, 694737.61: Easfi`rlk$ 6'3 16µ Point Number 79, Northing, 694702.01, Easting, 528365.10 Point Number 80, Northing, 694646.35, Easting, 528369.63 Point Number 81, Northing, 694619.82, Easting, 528368.34 Point Number 82, Northing, 694596.52, Easting, 528368.98 Point Number 83, Northing, 694572.50, Easting, 528369.29 Point Number 84, Northing, 694579.76, Easting, 528395.81 Point Number 85, Northing, 694587.04, Easting, 528422.70 Point Number 86, Northing, 694618.62, Easting, 528556.19 Point Number 87, Northing, 694639.94, Easting, 528682.46 Point Number 88, Northing, 694634.20, Easting, 528776.63 Point Number 89, Northing, 694596.56, Easting, 528894.26 Point Number 90, Northing, 694508.15, Easting, 528951.50 Point Number 91, Northing, 694409.08, Easting, 529018.96 3/21p005- 149392 Ver. 011- GLAND C.a 03312-007 000--0 OR; 3903 PG; 2749 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 5 OF 37 Point Number 92, Northing, 694302.70, Easting, 529100.20 Point Number 93, Northing, 694061.50, Easting, 529289.96 Point Number 94, Northing, 693962.16, Easting, 529367.89 Point Number 95, Northing, 693842.37, Easting, 529427.86 Point Number 96, Northing, 693776.06, Easting, 529457.59 Point Number 97, Northing, 693768.48, Easting, 529460.99 Point Number 98, Northing, 693737.68, Easting, 529439.28 Point Number 99, Northing, 693725.42, Easting, 529435.17 Point Number 100, Northing, 693643.84, Easting, 529413.81 Point Number 101, Northing, 693586.91, Easting, 529408.30 Point Number 102, Northing, 693103.27, Easting, 529355.97 Point Number 103, Northing, 693078.61, Easting, 529346.45 Point Number 104, Northing, 693078.16, Easting, 529339.88 Point Number 105, Northing, 693076.04, Easting,,,5,2,91 07.96 Point Number 106, Northing, 693081.63 ,.Ease �78 Point Number 107, Northing, 693099.9� s � 6291�8'Q Point Number 108, Northing, 69311€jC'Esting, 529106 Point Number 109, Northing, 693'1'2isle, Easting, 529071.60 Point Number 110, Northing, 69,241.Zi I Easfrrrg, 528669 48 Point Number 111, Northing, 6 329%.15�"Fa ng .5,0851b-17 Point Number 112, Northing, 93307,,F�Q 'E t� 5 Point Number 113, Northing, 93�8. 0 bas in 3`1'�1.9 Point Number 114, Northing, 93347.04, as ing, 52 i 4:37 Point Number 115, Northing, f93�3',52,33.81 Point Number 116, Northing, 6932.41, Easting, 528239K06 Point Number 117, Northing, 6§3� 08, Easting, 528226N x Point Number 118, Northing, 69 6r2, Easting, 528161 �8k Point Number 119, Northing, 693 8.Q,,,,Easting, 527985.52 Point Number 120, Northing, 69318 f stigq 527854v3 ,' Point Number 121, Northing, 693147.64�, Eas �5�-8 Point Number 122, Northing, 693117.30, E68m577.ida.4 Point Number 123, Northing, 692979.05, Easting, 527555.87 Point Number 124, Northing, 692938.73, Easting, 527495.51 Point Number 125, Northing, 692724.13, Easting, 527448.40 Point Number 126, Northing, 692693.33, Easting, 527426.69 Point Number 127, Northing, 692677.61, Easting, 527356.45 Point Number 128, Northing, 692660.28, Easting, 527209.33 Point Number 129, Northing, 692651.85, Easting, 527066.13 Point Number 130, Northing, 692645.46, Easting, 526957.47 Point Number 131, Northing, 692631.20, Easting, 526766.06 Point Number 132, Northing, 692616.53, Easting, 526569.05 Point Number 133, Northing, 692557.45, Easting, 525554.68 Point Number 134, Northing, 692545.71, Easting, 525423.94 Point Number 135, Northing, 692527.27, Easting, 525218.64 3/21/2005- 149392 Vec 011-GLAND Caw 03312-007-000, - 0 OR: 3903 PG: 2750 DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 6 OF 37 Point Number 136, Northing, 692535.29, Easting, 525170.57 Point Number 137, Northing, 692539.46, Easting, 525145.58 Point Number 138, Northing, 692588.43, Easting, 525110.40 Point Number 139, Northing, 692618.38, Easting, 525088.86 Point Number 140, Northing, 692783.86, Easting, 524969.87 Point Number 141, Northing, 692877.78, Easting, 524908.87 Point Number 142, Northing, 692939.41, Easting, 524868.86 Point Number 143, Northing, 692987.25, Easting, 524852.16 Point Number 144, Northing, 693023.64, Easting, 524839.47 Point Number 145, Northing, 693097.84, Easting, 524856.24 Point Number 146, Northing, 693127.49, Easting, 524862.94 Point Number 147, Northing, 693156.48, Easting, 524874.74 Point Number 148, Northing, 693158.89, Easting, 524860.20 Point Number 149, Northing, 693201.89, Easting, U-4808.86 Point Number 150, Northing, 693278.47 Point Number 151, Northing, 693315.(},3 Point Number 152, Northing, 693397,£ 9�asting, 52447W' Point Number 153, Northing, 6934" !i5' ;fEasting, 524410.41 Point Number 154, Northing, 6W567a; / Easting 524360 15 Point Number 155, Northing 64365i.34"Edst1ing 5?4318'3 Point Number 156, Northing 6937 9,,7?, a i 52 2" Point Number 157, Northing,994263A5 =940 1. 9 s n 4 Point Number 158, Northing, Fast n , 5 $9 3: 3 Point Number 159, Northing, 93,,#u.84 Point Number 160, Northing, 6 �58.52, Easting, 52381�71 Point Number 161, Northing, 6W,�04, Easting, 523333* Point Number 162, Northing, 694 i 1,9, Easting, 523183 Point Number 163, Northing, 694 60 fasting 523138.67 Point Number 164, Northing, 69399 3sting, 523106 17 Point Number 165, Northing, 693996.8a Point Number 166, Northing, 694039.87, Eats 592 Point Number 167, Northing, 694239.71, Easting, 522831.94 Point Number 168, Northing, 694657.46, Easting, 522559.10 Point Number 169, Northing, 694789.30, Easting, 522472.99 Point Number 170, Northing, 694887.34, Easting, 522410.60 Point Number 171, Northing, 695226.01, Easting, 522195.11 Point Number 172, Northing, 695301.68, Easting, 522172.90 Point Number 173, Northing, 695338.64, Easting, 522180.29 Point Number 174, Northing, 695349.62, Easting, 522182.48 Point Number 175, Northing, 695439.13, Easting, 522249.37 Point Number 176, Northing, 695540.70, Easting, 522446.21 Point Number 177, Northing, 695581.22, Easting, 522566.02 Point Number 178, Northing, 695657.65, Easting, 522791.97 Point Number 179, Northing, 695673.25, Easting, 522817.68 3121/2005- 149392 Vw 011- GLAND CND] 03312-007-000- - 0 -- n s OR; 3903 PG; 2751 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 7 OF 37 Point Number 180, Northing, 695690.55, Easting, 522846.19 Point Number 181, Northing, 695831.49, Easting, 522982.96 Point Number 182, Northing, 695840.89, Easting, 522990.36 Point Number 183, Northing, 695891.51, Easting, 523030.23 Point Number 184, Northing, 696003.94, Easting, 522920.97 Point Number 185, Northing, 696103.78, Easting, 522822.10 Point Number 186, Northing, 696171.73, Easting, 522746.90 Point Number 187, Northing, 696225.51, Easting, 522681.84 Point Number 188, Northing, 696261.05, Easting, 522651.25 Point Number 189, Northing, 696293.25, Easting, 522631.71 Point Number 190, Northing, 696288.21, Easting, 522624.40 Point Number 191, Northing, 696106.84, Easting, 522113.32 Point Number 192, Northing, 696074.65, Easting, 522032.40 Point Number 193, Northing, 696055.83, Easting,,...522-Q05.85 Point Number 194, Northing, 696039.74, ,5 71. 8 Point Number 195, Northing, 696033 0"r sfi� �,� Point Number 196, Northing, 695981,�E'sting, 521946.32' Point Number 197, Northing, 6958�7° , Easting, 521901.76 Point Number 198, Northing, 69 752. 8; asthg,W.521841,73 Point Number 199, Northing, 69'S64��.37,�at ng, 521850.5 Point Number 200, Northing, 664504g a f 5�� Point Number 201, Northing,:94342.69'9442,stng 50�.7 Point Number 202, Northing, F st n%� 5 404"S:43 Point Number203, Northing, 6"I�;a�,�21?�.48 Point Number 204, Northing, 6 `f 4a.11, Easting, 5222Aw Point Number 205, Northing, 69'�14, Easting, 522273 Point Number 206, Northing, 69',�9, Easting, 522446 I Point Number 207, Northing, 69367-�4�.3��,1asting, 522560.49 Point Number 208, Northing, 69363107,#, s irtg 522594.26; Point Number 209, Northing, 693457.k,-"Ea8t ig 5�27 51 Point Number 210, Northing, 693349.74, Eagtfing, 5 Point Number 211, Northing, 693337.79, Easting, 522762.52 Point Number 212, Northing, 693319.39, Easting, 522756.23 Point Number 213, Northing, 693313.24, Easting, 522754.17 Point Number 214, Northing, 693300.81, Easting, 522750.02 Point Number 215, Northing, 693290.76, Easting, 522732.28 Point Number 216, Northing, 693268.00, Easting, 522692.11 Point Number 217, Northing, 693170.38, Easting, 522273.51 Point Number 218, Northing, 693106.28, Easting, 521998.65 Point Number 219, Northing, 693015.75, Easting, 521643.23 Point Number 220, Northing, 692820.55, Easting, 520876.86 Point Number 221, Northing, 692810.15, Easting, 520836.02 Point Number 222, Northing, 692804.49, Easting, 520813.80 Point Number 223, Northing, 692758.53, Easting, 520622.29 3121/20D5-149392 Ve 011-GUANO cu 03312-007-000-- 0 n s OR: 3903 PG: 2752 17C --' DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 8 OF 37 Point Number 224, Northing, 692735.50, Easting, 520526.33 Point Number 225, Northing, 692691.27, Easting, 520311.98 Point Number 226, Northing, 692703.21, Easting, 520281.38 Point Number 227, Northing, 692707.47, Easting, 520270.47 Point Number 228, Northing, 692931.41, Easting, 520220.61 Point Number 229, Northing, 693204.73, Easting, 520159.76 Point Number 230, Northing, 693473.28, Easting, 520100.00 Point Number 231, Northing, 693476.23, Easting, 520105.21 Point Number 232, Northing, 693611.44, Easting, 520069.65 Point Number 233, Northing, 693615.87, Easting, 520075.31 Point Number 234, Northing, 693702.16, Easting, 520431.83 Point Number 235, Northing, 694152.42, Easting, 520339.80 Point Number 236, Northing, 694212.32, Easting, 520375.57 Point Number 237, Northing, 694280.59, Easting_520,377.22 Point Number238, Northing, 694565.52 Eastv22 Point Number 239, Northing, 694793.1 94793 76 E s 1�-,, ,03365 3 Point Number 240, Northing, 6947 ��,�asting, 520359.76 Point Number241, Northing, 69439 :�t0; Easting, 520555.79 Point Number 242, Northing, 69,492&,43�; E— stiM 520594,9,1 Point Number 243, Northing, 6 538,.42""E�ng 5-26-iJ � Point Number244, Northing, EJ54�7w7* antiIn, 52 �2 Point Number 245, Northing, 955 '1. 2, s (�2 .2P Point Number 246, Northing, 9563.7 sn, 5(1 9 i1 Point Number247, Northing, 695`7 '8��,' X .72 Point Number 248, Northing, 6�$7 0.17, Easting, 51982 - 8 Point Number 249, Northing, 6t,X.39, Easting, 519709 Point Number 250, Northing, 69 .3, Easting, 519643 Point Number 251, Northing, 6956�asting, 519575.35 Point Number 252, Northing, 69532 .. "4$tirg 519537 6 Point Number 253, Northing, 695035.ash f9F34 Point Number 254, Northing, 694982.08, Eai t Sfg62$:26 Point Number 255, Northing, 694802.39, Easting, 519372.73 Point Number 256, Northing, 694706.77, Easting, 519236.75 Point Number 257, Northing, 694824.90, Easting, 519060.64 Point Number 258, Northing, 695340.93, Easting, 518800.51 Point Number 259, Northing, 695626.48, Easting, 518656.61 Point Number 260, Northing, 695647.46, Easting, 518646.03 Point Number261, Northing, 695677.29, Easting, 518631.56 Point Number 262, Northing, 695789.58, Easting, 518577.13 Point Number 263, Northing, 695790.77, Easting, 518527.65 Point Number 264, Northing, 695745.68, Easting, 518282.55 Point Number 265, Northing, 695690.07, Easting, 517980.31 Point Number 266, Northing, 695695.60, Easting, 517908.12 Point Number 267, Northing, 696444.84, Easting, 517541.44 312112005149392 Vw 01--GLAND cu�a 03312-007-000-- 0 OR; 3903 PG; 2753 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 9 OF 37 Point Number 268, Northing, 696482.70, Easting, 517546.07 Point Number 269, Northing, 696579.27, Easting, 517806.58 Point Number270, Northing, 696632.41, Easting, 517949.94 Point Number 271, Northing, 696640.43, Easting, 517972.87 Point Number 272, Northing, 696665.99, Easting, 518045.89 Point Number 273, Northing, 696784.02, Easting, 518383.35 Point Number 274, Northing, 696874.04, Easting, 518640.70 Point Number 275, Northing, 696873.62, Easting, 518643.23 Point Number 276, Northing, 696875.00, Easting, 518643.43 Point Number 277, Northing, 696886.85, Easting, 518677.30 Point Number 278, Northing, 697026.68, Easting, 519077.07 Point Number 279, Northing, 697079.30, Easting, 519227.48 Point Number 280, Northing, 697079.25, Easting, 519229.23 Point Number 281, Northing, 697143.36, Easting a1u9421.02 Point Number 282, Northing, 697180.92t145 Thence along the north line of Sectko�a 4), dwnship 49 Sout`R;* the northwest corner of Section 3�°`uvnship 49 South, Range Number 25, Northing, 697209.81', Ea,9tin-g; 1-9996 04)_ Thence along the north line of 520411.26) Thence leaving said north line'it st1 305 inclusive) Point Number 285, Northing, 697-494,4, Easting, 520414.8 Point Number 286, Northing, 6971 0.4,8,Easting, 520418.26 Point Number 287, Northing, 69711 ti 520449-02 Point Number 288, Northing, 697042.9� IEa�fp54 g 0 Point Number 289, Northing, 696877.13, Ea itin 5 5 3�9 Point Number 290, Northing, 696796.80, Easting, 520582.87 Point Number 291, Northing, 696793.61, Easting, 520588.89 Point Number 292, Northing, 696757.00, Easting, 520658.14 Point Number 293, Northing, 696744.45, Easting, 520707.36 Point Number 294, Northing, 696705.49, Easting, 520748.33 Point Number295, Northing, 696696.81, Easting, 520793.93 Point Number 296, Northing, 696734.58, Easting, 520802.46 Point Number 297, Northing, 696760.13, Easting, 520844.98 Point Number 298, Northing, 696767.86, Easting, 520878.85 Point Number 299, Northing, 696852.86, Easting, 521251.18 Point Number 300, Northing, 696862.30, Easting, 521295.85 Point Number 301, Northing, 697029.33, Easting, 521307.33 Point Number 302, Northing, 697107.35, Easting, 521297.58 3121Y2005- 149392 Vw 011- GLAND Cu 03312-007-000-- 0 i East, Collier County, Florida to Collier County, Florida (Point ng, 697211.92, Easting, vertices (Points 285 through OR: 3903 PG. 2154 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 10 OF 37 Point Number 303, Northing, 697138.30, Easting, 521293.36 Point Number 304, Northing, 697214.64, Easting, 521282.95 Point Number 305, Northing, 697216.28, Easting, 521282.95 Thence along the north line of the aforementioned Section 3 in straight line segments through the following two vertices (Points 26 & 307 inclusive) Point Number 26, Northing, 697223.10, Easting, 522648.31 Point Number 307, Northing, 697226.85, Easting, 523397.18 Thence leaving said north line in straight line segments through the following vertices (Points 308 through 449 inclusive) Point Number 308, Northing, 697156.12, Easting, 523404.36 Point Number 309, Northing, 697058.59, Easting,.-523.394.61 Point Number 310, Northing, 697029.33 Ea§'t�'� 3� h Point Number 311, Northing, 696980.,91 s' � Point Number 312, Northing, 696975 listing, -923332.46 Point Number 313, Northing, 696 4 96', Easting, 523299.44 Point Number 314, Northing, 69�i939,'I 9,,-Easting, 523262,34 Point Number 315, Northing, 6 693 .58;'E�ng, 52324 .iJ Point Number 316, Northing, 6 69 astir 5 �7. Point Number 317, Northing, 968�6.5,snc 52�0�7 Point Number 318, Northing, 9682.1, �sng, 5h95:08 Point Number 319, Northing, 96i��''�j'aT2.42 Point Number 320, Northing, 6W6;` b.51, Easting, 52280 ,84 Point Number 321, Northing, 64197, Easting, 522745 Point Number 322, Northing, 693, Easting, 522682 144, Point Number 323, Northing, 696 4.7'Easting, 522677.05 Point Number 324, Northing, 69626 8I-E4 •tirlg, 5227gj.?: Point Number 325, Northing, 696145.k F;a4m Point Number 326, Northing, 696002.34, Eat S ; i 1 Point Number 327, Northing, 695942.87, Easting, 523070.52 Point Number 328, Northing, 696036.44, Easting, 523144.08 Point Number 329, Northing, 696118.36, Easting, 523211.00 Point Number 330, Northing, 696278.33, Easting, 523348.22 Point Number 331, Northing, 696359.99, Easting, 523426.23 Point Number 332, Northing, 696460.16, Easting, 523523.98 Point Number 333, Northing, 696483.86, Easting, 523541.45 Point Number 334, Northing, 696583.27, Easting, 523614.71 Point Number 335, Northing, 696609.59, Easting, 523631.08 Point Number 336, Northing, 696646.87, Easting, 523654.26 Point Number 337, Northing, 696652.96, Easting, 523664.10 Point Number 338, Northing, 696716.28, Easting, 523766.48 Point Number 339, Northing, 696721.73, Easting, 523786.47 3212005- 149392 Vw 011-GLAND Caw 03312-007-000-- 0 OR; 3903 PG; 2755 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 11 OF 37 Point Number 340, Northing, 696725.69, Easting, 523801.03 Point Number 341, Northing, 696738.53, Easting, 523848.06 Point Number 342, Northing, 696758.14, Easting, 523919.96 Point Number 343, Northing, 696742.96, Easting, 524016.26 Point Number 344, Northing, 696740.20, Easting, 524033.76 Point Number 345, Northing, 696703.82, Easting, 524284.37 Point Number 346, Northing, 696697.74, Easting, 524359.83 Point Number 347, Northing, 696687.53, Easting, 524485.94 Point Number 348, Northing, 696676.57, Easting, 524626.64 Point Number 349, Northing, 696682.03, Easting, 524697.24 Point Number 350, Northing, 696689.87, Easting, 524799.14 Point Number 351, Northing, 696693.92, Easting, 524851.84 Point Number 352, Northing, 696709.41, Easting, 524997.06 Point Number 353, Northing, 696680.78, Easting,4..,525Q42.39 Point Number 354, Northing, 696673.85 East."-'z2 Point Number 355, Northing, 696557 ,,& E Point Number 356, Northing, 696303 i;�sting525189.3 ,� Point Number 357, Northing, 69625 7 Easting,, 525207.79 Point Number 358, Northing, 69�247�,5-; Ea-stiM-5�5210,84 Point Number 359, Northing, 64575$.5�; E98*g, 52537� 1' Point Number 360, Northing, 56 4ro6� astr Point Number 361, Northing, 956 5.( 6, s I �40 .9§' Point Number 362, Northing, 9563.1 sn° �1�543Point Number 363, Northing, 56* .12 Point Number 364, Northing, 6p5tM.83, Easting, 52555 42 Point Number 365, Northing, 6 �, 83, Easting, 525585) �2 Point Number 366, Northing, 69 �:bp Easting, 5256231 Point Number 367, Northing, 6956.1�8��asting, 525659.85 Point Number 368, Northing, 69567 . �m1� a4�#T g 525704 ,E Point Number 369, Northing, 695697.7� F-atqj 55 Point Number 370, Northing, 695722.49, Ea�tt g, 5 58 t Z8 Point Number 371, Northing, 695763.67, Easting, 525911.87 Point Number 372, Northing, 695786.72, Easting, 525967.88 Point Number 373, Northing, 695834.50, Easting, 526121.07 Point Number 374, Northing, 695888.85, Easting, 526279.21 Point Number 375, Northing, 695011.92, Easting, 526338.51 Point Number 376, Northing, 695938.27, Easting, 526397.82 Point Number 377, Northing, 695956.40, Easting, 526473.58 Point Number 378, Northing, 695972.87, Easting, 526513.12 Point Number 379, Northing, 695990.98, Easting, 526547.71 Point Number 380, Northing, 696005.81, Easting, 526595.48 Point Number 381, Northing, 696017.35, Easting, 526639.96 Point Number 382, Northing, 696032.16, Easting, 526686.08 Point Number 383, Northing, 696042.05, Easting, 526740.44 321/2005- 149392 Ve 01 GLAND cN 03312-007-000- 0 OR; 3903 PG; 2756 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 12 OF 37 Point Number 384, Northing, 696055.23, Easting, 526807.98 Point Number 385, Northing, 696081.58, Easting, 526910.11 Point Number 386, Northing, 696126.06, Easting, 527050.13 Point Number 387, Northing, 696133.34, Easting, 527082.92 Point Number 388, Northing, 696149.12, Easting, 527153.90 Point Number 389, Northing, 696172.18, Easting, 527229.68 Point Number 390, Northing, 696184.69, Easting, 527281.09 Point Number 391, Northing, 696187.01, Easting, 527290.63 Point Number 392, Northing, 696208.42, Easting, 527330.16 Point Number 393, Northing, 696224.89, Easting, 527377.93 Point Number 394, Northing, 696238.08, Easting, 527396.06 Point Number 395, Northing, 696244.66, Easting, 527427.35 Point Number 396, Northing, 696247.96, Easting, 527461.95 Point Number 397, Northing, 696243.02, Easting,.-527488,.66 Point Number 398, Northing, 696232.10, Eiuj2`I Point Number 399, Northing, 696227,9 E jihj;-'S27489 Point Number 400, Northing, 696224., fasting, 527490.7 Point Number401, Northing, 696,22614 Easting, 527490.08 Point Number 402, Northing, 69, 176.5� Easi'ing,-52755Q8 89 Point Number 403, Northing, 646082.61-, Ea--�lVg, .527545.6� Point Number 404, Northing, 6959950.1 astrt, 527� Point Number 405, Northing, 0959'1.3 �s nc, 5I5.4i Point Number 406, Northing,�4'1586b, 590,4. 1 F s n 5 5t :78 Point Number 407, Northing,� 1=a�t�, °�6.62 Point Number 408, Northing, 6 i8 7.37, Easting, 5276 "X101 Point Number 409, Northing, 6*6)�57, Easting, 527704 A Point Number 410, Northing, 695 0; 7, Easting, 527741 �'6' Point Number 411, Northing, 6958°fasting, 527751.25, Point Number 412, Northing, 69585 atlrag 527751-.6k1 Point Number 413, Northing, 695826.77° ,Eai�;b7 Point Number 414, Northing, 695783.02, Easirrgb2�k16 Point Number 415, Northing, 695766.19, Easting, 527754.62 Point Number 416, Northing, 695739.26, Easting, 527784.92 Point Number 417, Northing, 695712.35, Easting, 527845.51 Point Number 418, Northing, 695685.71, Easting, 527905.45 Point Number 419, Northing, 695685.85, Easting, 527907.48 Point Number 420, Northing, 695687.22, Easting, 527926.74 Point Number 421, Northing, 695688.64, Easting, 527944.42 Point Number 422, Northing, 695691.46, Easting, 527967.74 Point Number 423, Northing, 695694.29, Easting, 527986.82 Point Number424, Northing, 695696.41, Easting, 528003.78 Point Number 425, Northing, 695702.06, Easting, 528022.15 Point Number 426, Northing, 695707.72, Easting, 528032.06 Point Number 427, Northing, 695720.04, Easting, 528050.34 3t212005- 149392 Vw 011- GLAND CAM 03312-007-000-- 0 OR: 3903 PG: 2757 17 C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 13 OF 37 Point Number 428, Northing, 695723.04, Easting, 528052.81 Point Number 429, Northing, 695738.82, Easting, 528065.81 Point Number 430, Northing, 695755.38, Easting, 528071.32 Point Number431, Northing, 695768.63, Easting, 528081.26 Point Number 432, Northing, 695783.71, Easting, 528093.72 Point Number 433, Northing, 695780.70, Easting, 528098.86 Point Number 434, Northing, 695788.47, Easting, 528106.04 Point Number 435, Northing, 695938.70, Easting, 527938.53 Point Number 436, Northing, 696160.85, Easting, 527674.96 Point Number 437, Northing, 696185.37, Easting, 527668.57 Point Number 438, Northing, 696322.49, Easting, 527755.72 Point Number 439, Northing, 696570.08, Easting, 527880.48 Point Number 440, Northing, 696704.40, Easting, 527939.63 Point Number 441, Northing, 696749.02, Eastiag7...527963.32 Point Number 442, Northing, 696809.55,���� Point Number 443, Northing, 696867,1 sing; i971�b., Point Number 444, Northing, 696867:8asting, 52798�',, Point Number 445, Northing, 696,,,9 i-49 Easting, 527992.76 Point Number 446, Northing, 69,6967 40, Eastin'g,m528,Q09,5,7 Point Number 447, Northing, 60704 .83,°Ea`s ng .5�8009.5 Point Number 448, Northing, 71$,5-45rEast r Point Number 449, Northing, f9724. 4,14sng, 529.7�-_ Thence along the north line of the 4foiiemeiti ned 00'n 2 (ra strait following vertices (Points 28 the bugh-2 a cli Point Number 28, Northing, 6915,$2, Easting, 528007 Point Number 29, Northing, 6972 �'z ,Easting, 529543 segments through the BEGINNING) Containing 739.28 acres, more or Subject to easements of record. 0 s0 :u Bearings are based on the north line of Sect(on T©nsh(p 49 South, Range 29 East, Collier County Florida being South 89036'33" West. LESS & EXCEPT FROM AGRICULTURAL PARCEL 1-1 THE FOLLOWING PARCEL 1-1 A All that part of Sections 2 & 3 Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 2, Township 49 South, Range 29 East, Collier County, Florida (Point Number 27, Northing, 697236.36, Easting, 525300.57); 3/21/2005- 149392 Ve 01'- GLAND Cw 03312-007-000- - 0 OR; 3903 PG; 2758 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 14 OF 37 Thence along the west line of said Section 2 South 08026'42" East 1636.02 feet to the POINT OF BEGINNING (Point Number 450,Northing, 695618.07,Easting, 525540.84) Thence leaving said west line in straight line segments through the following vertices (Points 451 through 620 inclusive) Point Number 451,Northing, 695618.36,Easting, 525549.66 Point Number 452,Northing, 695618.01,Easting, 525570.98 Point Number 453,Northing, 695623.69,Easting, 525596.20 Point Number 454,Northing, 695634.00,Easting, 525626.40 Point Number 455,Northing, 695645.06,Easting, 525654.90 Point Number 456,Northing, 695663.18,Easting, 525720.80 Point Number 457,Northing, 695666.70,Easting, 525730.42 Point Number 458,Northing, 695687.89,Eastingl.,,5257.8$.33 Point Number 459,Northing, 695740.60 Fast �252i` Point Number 460,Northing, 695760 a qh-52597�, V Point Number 461,Northing, 695790 02�ating, 526060.12 Point Number 462,Northing, 6950 9 ;tasting, 526145.78 Point Number 463,Northing, 695'850 67yE8stiTg - $21,O.QO Point Number 464,Northing, 6 874'.03 � 526295.b9 Point Number 465,Northing, 6�580.,�astjntK5 16 Point Number 466,Northing, 6 59118.5 E pugg j&k' 9, Point Number 467,Northing, 695930.03 Ea tin g 152, 471 q94 Point Number 468,Northing, 6 �5is�56r�48 Point Number 469,Northing, 6 §t93,Easting, 526575`7IN 2 Point Number 470,Northing, 69� 14"=28,Easting, 526646 Point Number 471,Northing, 696 1't,4 Easting, 526742 a Point Number 472,Northing, 6960 2tsting, 526817.60 Point Number 473,Northing, 696048 8tao stir g,52684$ 5 Point Number 474,Northing, 696058.80Easli,' �,5,2 . Point Number 475,Northing, 696068.82,Easfh*g, 5 6 6 28µ Point Number 476,Northing, 696090.98,Easting, 527005.65 Point Number 477,Northing, 696103.14,Easting, 527037.12 Point Number 478,Northing, 696113.86,Easting, 527074.30 Point Number 479,Northing, 696128.16,Easting, 527116.48 Point Number 480,Northing, 696138.88,Easting, 527150.80 Point Number 481,Northing, 696139.80,Easting, 527154.21 Point Number 482,Northing, 696140.12,Easting, 527155.41 Point Number 483,Northing, 696146.75,Easting, 527180.13 Point Number 484,Northing, 696156.04,Easting, 527206.58 Point Number 485,Northing, 696161.06,Easting, 527225.88 Point Number 486,Northing, 696164.63,Easting, 527258.78 Point Number 487,Northing, 696169.60,Easting, 527279.18 Point Number 488,Northing, 696171.06,Easting, 527285.23 3/21/2005-149392 Vw Oil- GLAND C� 03312-007-000- - 0 OR; 3903 PG; 2759 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 15 OF 37 Point Number 489,Northing, 696190.37,Easting, 527323.12 Point Number 490,Northing, 696201.10,Easting, 527351.73 Point Number491,Northing, 696207.53,Easting, 527369.61 Point Number 492,Northing, 696214.07,Easting, 527394.98 Point Number 493,Northing, 696216.73,Easting, 527406.47 Point Number 494,Northing, 696216.73,Easting, 527411.46 Point Number 495,Northing, 696216.73,Easting, 527425.10 Point Number 496,Northing, 696216.06,Easting, 527433.28 Point Number 497,Northing, 696149.93,Easting, 527448.31 Point Number 498,Northing, 696109.54,Easting, 527465.13 Point Number 499,Northing, 696065.77,Easting, 527488.71 Point Number 500,Northing, 696025.39,Easting, 527505.55 Point Number 501,Northing, 695971.53,Easting, 527515.63 Point Number 502,Northing, 695934.49,Easting,�2751..9;00 Point Number 503,Northing, 695884 01,East(� 71' Point Number 504,Northing, 695840 2 ;"a tr 2 54 r Point Number 505,Northing, 695809' g, 527579.59 Point Number 506,Northing, 695793.*#,;Fasting, 527593.05 Point Number 507,Northing, 695,162.0f-a9tl"ng; �27,Q26.72, Point Number 508,Northing, 69$73 '90,sTN 527653 6�5 Point Number 509,Northing, 6!a5708,r97- a�stiee 74,&' & Point Number 510,Northing, 6 5681 4�,E� tirj270�0r Point Number 511,Northing, 6 563.4,Etir, 527;7 Point Number 512,Northing, 6 6��stra�7�5 Point Number 513,Northing, 69'3 65,Easting, 527790 ; Point Number 514,Northing, 69?1,39,Easting, 527836 4; Point Number 515,Northing, 695 3 Easting, 527851.3 x u. Point Number 516,Northing, 69561,-sting, 527880.03 Point Number 517,Northing, 695613. ', stln 7906 1.3- , Point Number 518,Northing, 695614.59 as9n 27�'3? Point Number 519,Northing, 695619.80,East irrg, �2755" Point Number 520,Northing, 695613.29,Easting, 527976.60 Point Number 521,Northing, 695591.10,Easting, 527981.81 Point Number 522,Northing, 695554.55,Easting, 527983.12 Point Number 523,Northing, 695520.62,Easting, 527992.26 Point Number 524,Northing, 695481.47,Easting, 528011.84 Point Number 525,Northing, 695452.76,Easting, 528024.89 Point Number 526,Northing, 695424.05,Easting, 528032.71 Point Number 527,Northing, 695388.82,Easting, 528044.46 Point Number 528,Northing, 695323.57,Easting, 528077.09 Point Number 529,Northing, 695292.25,Easting, 528091.44 Point Number 530,Northing, 695259.63,Easting, 528100.57 Point Number 531,Northing, 695234.84,Easting, 528111.01 Point Number 532,Northing, 695194.38,Easting, 528131.89 321/2005- 149392 Vw 01!- GLAND Caw 03312-007-000- - 0 n OR: 3903 PG: 2760 17 DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9. TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 16 OF 37 Point Number 533,Northing, 695169.59,Easting, 528146.25 Point Number 534,Northing, 695083.45,Easting, 528194.52 Point Number 535,Northing, 695037.78,Easting, 528212.80 Point Number 536,Northing, 695007.76,Easting, 528228.46 Point Number 537,Northing, 694985.58,Easting, 528240.21 Point Number 538,Northing, 694920.33,Easting, 528281.97 Point Number 539,Northing, 694902.37,Easting, 528286.75 Point Number 540,Northing, 694890.84,Easting, 528295.60 Point Number541,Northing, 694873.64,Easting, 528306.72 Point Number 542,Northing, 694857.47,Easting, 528312.79 Point Number 543,Northing, 694831.16,Easting, 528322.91 Point Number 544,Northing, 694816.00,Easting, 528327.96 Point Number 545,Northing, 694802.85,Easting, 528334.03 Point Number 546,Northing, 694789.80,Easting,...52m8336.81 Point Number 547,Northing, 694773 52,5� R8 'I Point Number 548,Northing, 694747 2,4 (At f g; 528342 1 Point Number 549,Northing, 694674. ing, 528344.14 Point Number 550,Northing, 694 9 $;fasting, 528344.14 Point Number 551,Northing, 6948664d21,Easting, 52834.7�,Q3 Point Number 552,Northing, 69,455a 26 has r 5 8317.21 Point Number 553,Northing, 6 455 ,0� s ar� 8 � Point Number 554,Northing, 6345 ,Eti g2i 6(i4 Point Number 555,Northing, 6 44a 00,E i ti g, 52 3 8� 2 Point Number 556,Northing, 643�7 s 5282€:14 Point Number 557,Northing, 63.50,Easting, 528088 7 Point Number 558,Northing, 694�'3 4:�18,Easting, 528028 1-' Point Number 559,Northing, 6942 � ,Easting, 527954 4' Point Number 560,Northing:6942 4 sting, 527874.10 Point Number 561,Northing, 694323. - e f r g�-5,27791-0 Point Number 562,Northing, 694378.09,Ea ire 2 t Point Number 563,Northing, 694463.85,Eastin"�; -1-�-:85- Point Number 564,Northing, 694524.50,Easting, 527551.45 Point Number 565,Northing, 694554.27,Easting, 527471.83 Point Number 566,Northing, 694599.80,Easting, 527315.74 Point Number 567,Northing, 694630.15,Easting, 527211.70 Point Number 568,Northing, 694646.84,Easting, 527096.84 Point Number 569,Northing, 694631.56,Easting, 527009.14 Point Number 570,Northing, 694625.36,Easting, 526983.30 Point Number 571,Northing, 694618.90,Easting, 526956.44 Point Number 572,Northing, 694599.62,Easting, 526889.61 Point Number 573,Northing, 694518.75,Easting, 526779.37 Point Number 574,Northing, 694467.75,Easting, 526729.22 Point Number 575,Northing, 694437.95,Easting, 526665.63 Point Number 576,Northing, 694408.17,Easting, 526602.03 3/21/2005 149392 Ver: 011-GLAND cA.a1 03312-007-000- - 0 OR; 3903 PG; 2761 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9. TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 17 OF 37 Point Number 577,Northing, 694396.27,Easting, 526517.92 Point Number 578,Northing, 694380.98,Easting, 526430.22 Point Number 579,Northing, 694387.16,Easting, 526318.61 Point Number 580,Northing, 694400.78,Easting, 526186.20 Point Number 581,Northing, 694396.18,Easting, 526088.28 Point Number 582,Northing, 694370.30,Easting, 526007.33 Point Number 583,Northing, 694309.11,Easting, 525946.46 Point Number 584,Northing, 694247.26,Easting, 525913.52 Point Number 585,Northing, 694189.69,Easting, 525893.43 Point Number 586,Northing, 694150.65,Easting, 525879.75 Point Number 587,Northing, 694085.49,Easting, 525839.74 Point Number 588,Northing, 694051.29,Easting, 525814.46 Point Number 589,Northing, 693947.15,Easting, 525658.25 Point Number 590,Northing, 693813.40,Eastinrtg,.525431.46 Point Number591,Northing, 693747.19 F,"ti""' Point Number 592,Northing, 693686 _ ate-;ri�25fi Point Number 593,Northing, 69361",G a ting, 525098.34 Point Number 594,Northing, 693� 16 tasting, 525040.04 Point Number 595,Northing, 69q�85,,a�,,E 1ii ',524,,q80 W Point Number 596,Northing, 69 31 '.40 � 52,4947.78 Point Number 597,Northing, 6�322-6'84';fiastin Point Number 598,Northing, 6 32 1.44E �tirjg �5 408 2t Point Number 599,Northing, 6 32*.4 ,Ea tir g 2418 '1 Point Number 600,Northing, 6 pi'6-8 fi as ►r 5 1 Point Number601,Northing, 693201, .51,Easting, 52459 "4,2 Point Number 602,Northing, 6948`76,Easting, 524522. Point Number 603,Northing, 693 4,Easting, 524417 �.�, a Point Number 604,Northing, 6939 `45,, asting, 524195.39 Point Number 605,Northing, 694092. sting, 524121.,3a Point Number 606,Northing, 694310.3i, Point Number 607,Northing, 694431.36,Eastirtd- .395�763 Point Number 608,Northing, 694527.57,Easting, 524151.67 Point Number 609,Northing, 694754.85,Easting, 524599.66 Point Number 610,Northing, 694988.01,Easting, 525059.28 Point Number 611,Northing, 695016.89,Easting, 525116.08 Point Number 612,Northing, 695223.98,Easting, 525496.07 Point Number 613,Northing, 695228.96,Easting, 525505.22 Point Number 614,Northing, 695231.45,Easting, 525509.82 Point Number 615,Northing, 695272.74,Easting, 525529.94 Point Number 616,Northing, 695463.85,Easting, 525477.44 Point Number 617,Northing, 695613.03,Easting, 525426.65 Point Number 618,Northing, 695615.42,Easting, 525445.70 Point Number 619,Northing, 695613.76,Easting, 525468.76 Point Number 620,Northing, 695617.06,Easting, 525509.94 341/2005. 149392 Ver, 011-GLAND caw 03312-007-000- - 0 OR: 3903 PG: 2762 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 18 OF 37 Point Number 450,Northing, 695618.07,Easting, 525540.84 (POINT OF BEGINNING) Containing 132.28 acres, more or less. Subject to easements of record. 3212005-149392 Ver. Oil -GLAND 03312-007-000- - 0 NET ACREAGE PARCEL 1-1 739.28 acres PARCEL 1-1 A-132.28 acres AGRICULTURAL PARCEL 1-1 NET ACREAGE 607.00 acres il-IT CIA , OR, 3903 PG., 2763 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 19 OF 37 AGRICULTURAL PARCEL 1-2 All that part of Section 2 Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 2, Township 49 South, Range 29 East, Collier County, Florida (Point Number 27, Northing, 697236.36, Easting, 525300.57); Thence along the north line of said Section 2 North 89036'33" East 1461.46 feet to the POINT OF BEGINNING (Point Number 621, Northing, 697246.32, Easting, 526762.00) Thence leaving said north line in straight line segments through the following vertices (Points 622 through 635 & 621 inclusive) -�- Point Number 622, Northing, 697249 Point Number 623, Northing, 69709 Point Number 624, Northing, 697p7 Point Number 625, Northing, 60073, Point Number 626, Northing, 69696.77 Point Number 627, Northing, 69 3 Point Number 628, Northing, 049690 Point Number 629, Northing, f99 9 Point Number 630, Northing, 69= Point Number 631, Northing, 6016 Point Number 632, Northing, 69 Point Number 633, Northing, 697 b Point Number 634, Northing, 69700 Point Number 635, Northing, 697146 Point Number 621, Northing, 697246 ;'£Easting, 527236.57 Easting, 527236.55 1, 7 ° Eater 5709°�.91 .91, Easting, 5270673 81, Easting, 527006 7 Easting, 526937 97 23,°Easting, 526934.07 Containing 2.30 acres, more or less Subject to easements and restrictions of record. Bearings are based on the north line of Section 2, 89°36'33" East 3(2112005-149392 Vw 011-GLAND C"� 03312-007-000 - 0 rya. ;'� INT OF BEGINNING) Township 49 South, Range 29 East being North OR: 3903 PG: 2764 17 C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 20 OF 37 AGRICULTURAL PARCEL 1-3 All that part of Sections 1, 12 & 13 Township 49 South, Range 28 East Collier County, Florida and Sections 5 thru 8, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southwest corner of Section 12, Township 49 South, Range 28 East, Collier County, Florida (Point Number 15, Northing, 697236.36, Easting, 525300.57); Thence along the west line of said Section 12 North 00022'32" East 27.51 feet to the POINT OF BEGINNING (Point Number 636, Northing, 682926.11, Easting, 500674.80) Thence leaving said west line in straight line see�ats.through the following vertices (Points 637 through 991 & 636 inclusive)� ' Point Number 637, Northing, 6829T45)1�41asting, 500675 Point Number 638, Northing, 682�97 4, Easting, 500957.54 Point Number 639, Northing, 680976,a E trh`g,5Qj,220,0,8 Point Number 640, Northing, 6> 297$.10`1 )E- g ,50 6 '8� Point Number 641, Northing, 6 2976.E a r , .2,2 Point Number 642, Northing, 829ft s n 5p6�.3 Point Number 643, Northing, 829 7. 6, S In 5q 9 i 35 Point Number 644, Northing, 83�fa.05 Point Number 645, Northing, 60046.33, Easting, 5029831 Point Number 646, Northing, 6$0 .13, Easting, 503025* Point Number 647, Northing, 68 , Easting, 503091.40 Point Number 648, Northing, 6830.66� Easting, 503118.03 Point Number 649, Northing, 68310 oEa�jt50310Z..fiO Point Number 650, Northing, 683139.45 Ea§ �,5( 7 Point Number 651, Northing, 683182.25, Eastfn'g; 5061.34 Point Number 652, Northing, 683234.31, Easting, 503065.74 Point Number653, Northing, 683259.81, Easting, 503095.94 Point Number 654, Northing, 683274.74, Easting, 503155.46 Point Number655, Northing, 683270.11, Easting, 503211.25 Point Number 656, Northing, 683256.15, Easting, 503247.06 Point Number 657, Northing, 683244.35, Easting, 503352.23 Point Number 658, Northing, 684689.22, Easting, 503366.68 Point Number 659, Northing, 685467.13, Easting, 503355.34 Point Number 660, Northing, 687254.29, Easting, 503359.83 Point Number 661, Northing, 688130.55, Easting, 503395.67 Point Number 662, Northing, 688203.44, Easting, 503361.32 Point Number 663, Northing, 689574.13, Easting, 503020.13 Point Number 664, Northing, 690469.73, Easting, 503586.02 3r21/2005149392 Vw 011-GLAND CI 03312-007-000- - 0 n OR: 3903 PG: 2765 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 21 OF 37 Point Number 665, Northing, 691270.62, Easting, 504113.95 Point Number 666, Northing, 691638.29, Easting, 504343.00 Point Number 667, Northing, 692514.49, Easting, 502968.08 Point Number 668, Northing, 692528.50, Easting, 502934.45 Point Number 669, Northing, 692550.92, Easting, 502884.00 Point Number 670, Northing, 692564.94, Easting, 502841.95 Point Number 671, Northing, 692567.74, Easting, 502819.53 Point Number 672, Northing, 692570.54, Easting, 502791.50 Point Number 673, Northing, 692564.93, Easting, 502755.42 Point Number 674, Northing, 692564.42, Easting, 502755.34 Point Number 675, Northing, 692564.60, Easting, 502753.25 Point Number 676, Northing, 692560.52, Easting, 502695.42 Point Number 677, Northing, 692528.14, Easting, 502562.93 Point Number 678, Northing, 692487.91, Easting,u..502.4.1,3.61 Point Number 679, Northing, 692465.70 Ea rrg 3 Point Number 680, Northing, 692465 Eg;�503( Point Number 681, Northing, 692512il ting, 502288.' Point Number 682, Northing, 69252?1 Easting, 502361.16 Point Number 683, Northing, 69 558, %-EaSti g _5p2501195 Point Number 684, Northing, 6�260i.691"tast�ng 5026dt3 Point Number 685, Northing, 6A26 7� a 0 � a kyj Point Number 686, Northing, g926,jy°3. 9, 1-� stjng� 6�" Point Number 687, Northing, 925 3. 6, 4st ng; 50 9 Q'.-23 Point Number 688, Northing,2 14y ate, 5 .22 Point Number 689, Northing, 6911802.10, Easting, 504355,58 Point Number 690, Northing, 64,5�33, Easting, 504362 Point Number691, Northing, 691�' Easting, 504364.88 Point Number 692, Northing, 6916 .0.9 ,Easting, 504366.00 Point Number 693, Northing, 69170 . '4,°a tip, 504370.9' Point Number 694, Northing, 691914.8 Eastig 594 Point Number695, Northing, 693134.61, Easti� SG58'1494 Point Number 696, Northing, 693154.53, Easting, 505324.22 Point Number 697, Northing, 693164.68, Easting, 505330.99 Point Number 698, Northing, 693155.63, Easting, 505353.78 Point Number 699, Northing, 693153.29, Easting, 505359.67 Point Number 700, Northing, 693118.53, Easting, 505439.18 Point Number 701, Northing, 693111.98, Easting, 505449.84 Point Number 702, Northing, 693110.21, Easting, 505452.73 Point Number 703, Northing, 693057.61, Easting, 505504.89 Point Number 704, Northing, 693031.91, Easting, 505581.52 Point Number 705, Northing, 693026.01, Easting, 505590.92 Point Number 706, Northing, 693025.06, Easting, 505592.45 Point Number 707, Northing, 693007.68, Easting, 505620.01 Point Number 708, Northing, 692883.91, Easting, 505816.28 312 1 /20D5- 149392 Vw 011-GLAND C..l 03312-007-DD0- 0 OR; 3903 PG; 2766 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 22 OF 37 Point Number 709, Northing, 692708.62, Easting, 506094.34 Point Number 710, Northing, 692627.40, Easting, 506223.05 Point Number 711, Northing, 692623.35, Easting, 506229.53 Point Number 712, Northing, 692485.50, Easting, 506448.12 Point Number 713, Northing, 692354.08, Easting, 506656.55 Point Number 714, Northing, 692147.14, Easting, 507009.42 Point Number 715, Northing, 692078.63, Easting, 507130.62 Point Number 716, Northing, 692069.26, Easting, 507147.25 Point Number 717, Northing, 692059.56, Easting, 507164.50 Point Number 718, Northing, 692024.30, Easting, 507132.57 Point Number 719, Northing, 692016.89, Easting, 507125.85 Point Number 720, Northing, 691890.99, Easting, 507314.70 Point Number 721, Northing, 691826.70, Easting, 507419.60 Point Number 722, Northing, 691492.31, Easting,,..507965.18 Point Number 723, Northing, 690808.271 Easia Point Number 724, Northing, 689901,80 E y ing S fT4 8 7i Point Number 725, Northing, 6891366asting, 511680.9 Point Number 726, Northing, 689,63 . Easting, 511687.40 Point Number 727, Northing, 680455 , EasiI " 51.,I701,5,5 Point Number 728, Northing, 64005� 14�Ea�g 1739 9 Point Number 729, Northing, 001555-1"R7��ash �� 7 Point Number 730, Northing, §90204 44 tis ng� 5 7 .4 3 Point Number 731, Northing,�13024 902 �3,.O-, n 5A 7 :12 Point Number 732, Northing,1:� a ti�, 51 A' .53 Point Number 733, Northing, 60`6 ,� .02, Easting, 51178�56 Point Number 734, Northing, 66 54, Easting, 51178& Point Number 735, Northing, 69':, Easting, 511788. Point Number 736, Northing, 6904 �.7„�,Zasting, 511790.00 Point Number 737, Northing, 69043 . '� a 511792. Point Number 738, Northing, 690439.E �a, ,5 7�.2 Point Number 739, Northing, 690461.04, Easiing41: T Point Number 740, Northing, 690482.42, Easting, 511808.59 Point Number 741, Northing, 690493.57, Easting, 511821.61 Point Number 742, Northing, 690494.19, Easting, 511822.85 Point Number 743, Northing, 690501.01, Easting, 511836.48 Point Number 744, Northing, 690501.45, Easting, 511862.11 Point Number 745, Northing, 690501.88, Easting, 511887.02 Point Number 746, Northing, 690486.27, Easting, 511892.38 Point Number 747, Northing, 690519.64, Easting, 512194.39 Point Number 748, Northing, 690523.75, Easting, 512230.27 Point Number 749, Northing, 690532.07, Easting, 512302.78 Point Number 750, Northing, 690532.45, Easting, 512306.28 Point Number 751, Northing, 690548.43, Easting, 512445.77 Point Number 752, Northing, 690559.57, Easting, 512583.07 312 1 /2005-149392 V" 011- GLAND cm. 03312-007-000- - 0 OR; 3903 DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 23 OF 37 Point Number 753, Northing, 690564.86, Easting, 512648.14 Point Number 754, Northing, 690565.90, Easting, 512725.30 Point Number 755, Northing, 690566.26, Easting, 512751.32 Point Number 756, Northing, 690560.44, Easting, 512993.01 Point Number 757, Northing, 690560.18, Easting, 513003.70 Point Number 758, Northing, 690560.09, Easting, 513007.59 Point Number759, Northing, 690559.31, Easting, 513047.99 Point Number 760, Northing, 690558.28, Easting, 513101.86 Point Number 761, Northing, 690558.19, Easting, 513105.55 Point Number 762, Northing, 690566.14, Easting, 513114.49 Point Number 763, Northing, 690580.21, Easting, 513130.33 Point Number 764, Northing, 690582.97, Easting, 513133.53 Point Number 765, Northing, 690584.90, Easting, 513135.78 Point Number 766, Northing, 690638.91, Eastjng,-, 0.5.38 Point Number 767, Northing, 690840.321 Point Number 768, Northing, 690843,,2%ingl,, 54-346'8,4 Point Number 769, Northing, 6908= :4�,,,,Easting, 513524.41 Point Number 770, Northing, 69g4�:6s, Easting, 513544.32 Point Number 771, Northing, 696919:1 B as ing 5 . 5f� :04 Point Number 772, Northing, 690911�.56," ttpg�,.513563.k Point Number 773, Northing,90917�C i8 Point Number 774, Northing, 09096.9,psn 511�64i.� Point Number 775, Northing i 90 ' 8. 0 s ti n5,1 6 6.81 Point Number 776, Northing, 90atw"'fg, 61749.42 Point Number 777, Northing, 6 `fl, .78, Easting, 51458, 8 Point Number 778, Northing, 690„ , 94, Easting, 514618 Point Number 779, Northing, 69 7,5, Easting, 514626.( Point Number 780, Northing, 6909 0.(asting, 514648.85, Point Number 781, Northing, 690875. , �ati�tg v14663:6 Point Number 782, Northing, 689834.30; s��'5 '45 6, 6 Point Number 783, Northing, 689561.37, Eastiti rg m 44� 3 12 Point Number 784, Northing, 689043.74, Easting, 514408.69 Point Number 785, Northing, 689027.86, Easting, 514401.36 Point Number 786, Northing, 689011.22, Easting, 514393.68 Point Number 787, Northing, 689008.69, Easting, 514386.71 Point Number 788, Northing, 689001.22, Easting, 514366.14 Point Number 789, Northing, 688998.54, Easting, 514339.44 Point Number 790, Northing, 688996.20, Easting, 514316.12 Point Number 791, Northing, 688998.85, Easting, 514275.21 Point Number 792, Northing, 689001.22, Easting, 514238.56 Point Number 793, Northing, 688977.09, Easting, 513784.31 Point Number 794, Northing, 688975.44, Easting, 513741.95 Point Number 795, Northing, 688973.99, Easting, 513704.30 Point Number 796, Northing, 688964.79, Easting, 513461.85 321/2005 149392 Vec 011 GLAND C-3 03312-007-000.0 PG; 2167 17C OR; 3903 PG; 2768 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 24 OF 37 Point Number 797, Northing, 688933.66, Easting, 513387.73 Point Number 798, Northing, 688851.07, Easting, 513326.97 Point Number 799, Northing, 688724.52, Easting, 513272.54 Point Number 800, Northing, 688632.25, Easting, 513231.47 Point Number 801, Northing, 688594.37, Easting, 513214.52 Point Number 802, Northing, 688369.45, Easting, 513146.61 Point Number 803, Northing, 688228.27, Easting, 513091.83 Point Number 804, Northing, 688166.34, Easting, 513083.13 Point Number 805, Northing, 688157.41, Easting, 513302.97 Point Number 806, Northing, 688171.91, Easting, 513761.51 Point Number 807, Northing, 688169.99, Easting, 513989.94 Point Number 808, Northing, 688169.94, Easting, 513996.31 Point Number 809, Northing, 688160.42, Easting, 514087.72 Point Number 810, Northing, 688153.30, Easting.,..5141.13.64 Point Number 811, Northing, 688149.78,E_a'll?"M 1 'l Point Number 812, Northing, 688147.,61 E :ng;1 14 h 1 Point Number 813, Northing, 688071.,asting, 514155.36 Point Number 814, Northing, 687�`4 -'ll Fasting, 514170.55 Point Number 815, Northing, 68692311asirl�, 51.40111 Point Number 816, Northing, 6$736,�.63 �Easttpg,a51,425_X8 Point Number 817, Northing, 6,8719ael a Point Number 818, Northing, g871 0.18, sting� 5 43.7 Point Number819, Northing, 870$2.1 Eastng' 545:�1 Point Number 820, Northing, �7C1'aixg,1.46 Point Number 821, Northing, 606,46 46, Easting, 51462,ki6i Point Number 822, Northing, 68 OC 69, Easting, 514713 Point Number 823, Northing, 68 � � ,Fasting, 514710 �§ Point Number 824, Northing, 686691rld.7 ,Fasting, 514707.86r Point Number 825, Northing, 686809.2�,a+►�g, 5147Q8 Point Number 826, Northing, 686558.69atn„5471j( 1 Point Number 827, Northing, 686418.33, East`ing, h4707.20 Point Number 828, Northing, 686357.23, Easting, 514672.56 Point Number 829, Northing, 686288.14, Easting, 514625.30 Point Number 830, Northing, 686245.67, Easting, 514598.30 Point Number 831, Northing, 686186.45, Easting, 514560.66 Point Number 832, Northing, 686121.59, Easting, 514520.73 Point Number 833, Northing, 686060.27, Easting, 514482.99 Point Number 834, Northing, 686035.82, Easting, 514473.55 Point Number 835, Northing, 685991.28, Easting, 514456.36 Point Number 836, Northing, 685945.70, Easting, 514438.76 Point Number 837, Northing, 685901.64, Easting, 514430.59 Point Number 838, Northing, 685842.90, Easting, 514419.70 Point Number 839, Northing, 685710.75, Easting, 514387.45 Point Number 840, Northing, 685607.19, Easting, 514362.18 32112005-149392 Ve 01'-GLAND cow 03312-007-000--0 OR: 3903 PG: 276917C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 25 OF 37 Point Number 841, Northing, 685621.87, Easting, 514679.60 Point Number 842, Northing, 685605.00, Easting, 514733.78 Point Number 843, Northing, 685603.94, Easting, 514737.19 Point Number 844, Northing, 685603.22, Easting, 514743.91 Point Number 845, Northing, 685599.36, Easting, 514779.99 Point Number 846, Northing, 685598.62, Easting, 514786.80 Point Number 847, Northing, 685536.02, Easting, 514814.30 Point Number 848, Northing, 685453.16, Easting, 514824.73 Point Number 849, Northing, 684940.24, Easting, 514934.88 Point Number 850, Northing, 684569.58, Easting, 515014.48 Point Number 851, Northing, 684525.41, Easting, 515023.95 Point Number 852, Northing, 684377.86, Easting, 515055.65 Point Number 853, Northing, 684328.11, Easting, 515062.73 Point Number 854, Northing, 684316.87, Easti,rtg,..515447,-89 Point Number 855, Northing, 684312.12,E sit 1 0 pa" Point Number 856, Northing, 684294,4 E�Iag;�5T'4887 Point Number 857, Northing, 68424vasting, 514846.91 2 � Point Number 858, Northing, 684289 Easting, 514783.55 Point Number 859, Northing, 684254 3,-Easii6§,.51,,4 910,5 Point Number 860, Northing, 6$425 .10 "tAt�g „54,4534.5 Point Number 861, Northing, 64262tr1{�# 2 Point Number 862, Northing, P84342.00, st n4� 514 , .2, Point Number 863, Northing,4�44QQJ5 st ng, 51436i-:84 Point Number 864, Northing, 436il- a i -,, 142•�.32 Point Number 865, Northing, 6 460.16, Easting, 51401 , 6 Point Number 866, Northing, 68 35, Easting, 513981 j Point Number 867, Northing, 684 �, Easting, 513600 1='8 Point Number 868, Northing, 6843 Q,,,1,h°E,asting, 513506.00 Point Number 869, Northing, 684358`. "8"X*jing, 5134 5� Point Number 870, Northing, 685428.22 Eattf ,5 ,31, Point Number 871, Northing, 685449.66, East) ;-5. Point Number 872, Northing, 685448.14, Easting, 512975.16 Point Number 873, Northing, 685436.57, Easting, 512974.87 Point Number 874, Northing, 685436.65, Easting, 512971.61 Point Number 875, Northing, 685439.17, Easting, 512867.25 Point Number 876, Northing, 685410.91, Easting, 512658.85 Point Number 877, Northing, 685410.45, Easting, 512525.29 Point Number 878, Northing, 685406.60, Easting, 512376.86 Point Number 879, Northing, 685405.24, Easting, 512280.25 Point Number 880, Northing, 685403.419 Easting, 512227.09 Point Number 881, Northing, 685403.07, Easting, 512217.12 Point Number 882, Northing, 685580.47, Easting, 511903.80 Point Number 883, Northing, 685721.46, Easting, 511654.79 Point Number 884, Northing, 685742.85, Easting, 511616.97 3212005. 149392 Ve 011- GLAND CN 03312-007-000- - 0 OR; 3903 PG; 2770 17C • "M DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 26 OF 37 Point Number 885, Northing, 685750.67, Easting, 511604.35 Point Number 886, Northing, 685846.72, Easting, 511448.95 Point Number 887, Northing, 685888.06, Easting, 511420.17 Point Number 888, Northing, 686069.01, Easting, 511466.05 Point Number 889, Northing, 686599.13, Easting, 511600.48 Point Number 890, Northing, 686648.65, Easting, 511613.04 Point Number 891, Northing, 687395.41, Easting, 511768.38 Point Number 892, Northing, 687394.44, Easting, 511763.70 Point Number 893, Northing, 687371.55, Easting, 511651.92 Point Number 894, Northing, 687338.39, Easting, 511587.22 Point Number 895, Northing, 687265.02, Easting, 511515.99 Point Number 896, Northing, 687184.75, Easting, 511490.83 Point Number 897, Northing, 687104.96, Easting, 511448.21 Point Number 898, Northing, 687041.78, Eastingr...51.1.392.69 Point Number 899, Northing, 687018.74, Ea�­j�1� Point Number 900, Northing, 686981,�1 E stfh- , 8-i 2 8i^x Point Number 901, Northing, 68694 ; sting, 511260.54' Point Number 902, Northing, 6868'66. , Easting, 511219.22 Point Number 903, Northing, 68i82769� Ea'sting,1,.1,211,71 Point Number 904, Northing 60675.42""Eang, 51,119 8'Y- Point Number 905, Northing, Qb66d7.5f 1 5114 # Point Number 906, Northing, '8658.6,ttas n 5,11 0.0 Point Number 907, Northing, 8643.7, Esng 5 1040 Point Number 908, Northing, 64Eat.78 Point Number 909, Northing, 64 .13, Easting, 5109965 Point Number 910, Northing, 6 189, Easting, 510996 Point Number 911, Northing, 68 Easting, 510922 Point Number 912, Northing, 6870 d. 13 Easting, 509905.91 Point Number 913, Northing, 68762 E&�firAa, 50908 Point Number 914, Northing, 687653.6- Eat 5( 9. i7 Point Number 915, Northing, 687666.47, E 569dS-:23 Point Number 916, Northing, 687761.50, Easting, 508890.47 Point Number 917, Northing, 687837.04, Easting, 508932.72 Point Number 918, Northing, 687978.07, Easting, 509011.58 Point Number 919, Northing, 688006.97, Easting, 509012.30 Point Number 920, Northing, 688115.19, Easting, 508835.34 Point Number 921, Northing, 688438.93, Easting, 509063.44 Point Number 922, Northing, 688515.51, Easting, 509001.59 Point Number 923, Northing, 687953.75, Easting, 508653.27 Point Number 924, Northing, 687899.19, Easting, 508619.45 Point Number 925, Northing, 687308.94, Easting, 508253.45 Point Number 926, Northing, 687015.03, Easting, 508691.68 Point Number 927, Northing, 686685.84, Easting, 509182.50 Point Number 928, Northing, 686500.16, Easting, 509459.34 3@112005- 149392 Ve 01'-GLAND CAI. 03312-007-000 0 n s OR; 3903 PG; 2771 17C-"_ DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 27 OF 37 Point Number 929, Northing, 686494.13, Easting, 509468.36 Point Number 930, Northing, 686453.50, Easting, 509441.94 Point Number 931, Northing, 686250.58, Easting, 509310.03 Point Number 932, Northing, 685771.84, Easting, 508998.83 Point Number 933, Northing, 685610.52, Easting, 509220.94 Point Number 934, Northing, 685604.91, Easting, 509217.14 Point Number 935, Northing, 684888.64, Easting, 508733.96 Point Number 936, Northing, 685818.91, Easting, 507284.13 Point Number 937, Northing, 686073.78, Easting, 506907.65 Point Number 938, Northing, 686459.78, Easting, 506337.46 Point Number 939, Northing, 686560.96, Easting, 506212.32 Point Number 940, Northing, 686562.93, Easting, 506131.21 Point Number 941, Northing, 686652.60, Easting, 506005.78 Point Number 942, Northing, 686668.51, Easting_,5059,82.44 Point Number 943, Northing, 686674.06 E st tg� 9 . Point Number 944, Northing, 686633 7, E s g 5059 Point Number 945, Northing, 68657t9�sting, 505958.1�� Point Number 946, Northing, 686((3 Fasting, 505958.59 Point Number 947, Northing, 684618, EaSti , , 1)5947,48 Point Number 948, Northing 682981,.93Easim g 5Q,593'7 Point Number 949, Northing, 6 2935. a Point Number 950, Northing, 829�.4,stnc Point Number 951, Northing, 829 8 st n%' 5Q$8 7 3 Point Number 952, Northing, 2 � , , a"sti ,� �3.43 Point Number 953, Northing, 6 328�5.32, Easting, 50520' 9 Point Number 954, Northing, 6$f5,87, Easting, 505243 Point Number 955, Northing, 68t, Easting, 505256 4 Point Number 956, Northing, 6818 ".OQ ,fasting, 505262.89 Point Number 957, Northing, 68179 1astting(t 50527r. Point Number 958, Northing, 681767.3�- E�asfh ;5 � Point Number 959, Northing, 681753.31, Eastig� 5 `:55:9 Point Number 960, Northing, 681454.02, Easting, 505689.76 Point Number 961, Northing, 681436.43, Easting, 505706.58 Point Number 962, Northing, 681439.79, Easting, 505745.46 Point Number 963, Northing, 681416.35, Easting, 505826.80 Point Number 964, Northing, 681397.82, Easting, 505882.41 Point Number 965, Northing, 681384.22, Easting, 505912.25 Point Number 966, Northing, 681110.95, Easting, 505905.64 Point Number 967, Northing, 680890.43, Easting, 505900.29 Point Number 968, Northing, 680817.87, Easting, 505899.97 Point Number 969, Northing, 680631.17, Easting, 505899.12 Point Number 970, Northing, 679204.74, Easting, 505892.64 Point Number 971, Northing, 678261.37, Easting, 505888.36 Point Number 972, Northing, 677654.95, Easting, 505882.18 3/2112005- 149392 Ve 011- GLAND cM 03312-007-000-- 0 n s OR; 3903 PG; 2772 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 28 OF 37 Point Number 973, Northing, 677647.13, Easting, 505882.10 Point Number 974, Northing, 677646.17, Easting, 505613.46 Point Number 975, Northing, 677643.22, Easting, 504795.55 Point Number 976, Northing, 677633.83, Easting, 504516.48 Point Number 977, Northing, 677633.60, Easting, 504509.82 Point Number 978, Northing, 677633.39, Easting, 504503.28 Point Number 979, Northing, 677633.20, Easting, 504497.83 Point Number 980, Northing, 677632.60, Easting, 504148.77 Point Number 981, Northing, 677632.51, Easting, 504101.93 Point Number 982, Northing, 677632.50, Easting, 504097.07 Point Number 983, Northing, 677631.76, Easting, 503665.70 Point Number 984, Northing, 677634.56, Easting, 503440.60 Point Number 985, Northing, 677635.71, Easting, 503348.61 Point Number 986, Northing, 677636.34, Easting.,..503298.55 Point Number 987, Northing, 677636.36 Eas i'qg0 C 2P 9 Point Number 988, Northing, 680610,51Eg;�033r Point Number 989, Northing, 6807441 ; sting, 503327.2�" Point Number 990, Northing, 682,'61� Easting, 503348.39 ` Point Number 991, Northing, 660091 2, astirti ,W 503 48f 7 Containing 1804.54 acres, Subject to easements and Bearings are based on the 00°22'32" East. 3t21/2005- 149392 Ve 01- GLAND caw 03312-007-000- - 0 ge 28 East being North OR: 3903 PG: 2773 17C - DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 29 OF 37 LESS & EXCEPT FROM AGRICULTURAL PARCEL 1-3 THE FOLLOWING (2) TWO PARCELS PARCEL 1-3A All that part of Section 6 Township 49 South, Range 29 East Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 6, Township 49 South, Range 28 East, Collier County, Florida (Point Number 19, Northing, 696342.69, Easting, 503998.04)); Thence along the west line of said Section 6 Soift1 d 8st 3889.51 feet to a point (Point Number 992, Northing, 692567.38, Easting 50 3 � i ON Thence leaving said west line in $1raiqfif line segments through th fo wing vertices (Points 695 through 719 & 993 inclusive) ...w Point Number 695, Northing, 3134 , jEW �"fit Point Number 696, Northing, 9314.3, sng 53�.2� Point Number 697, Northing, f 9 1 4. 8, asttn4, 5b 3£;�.99 Point Number 698, Northing, 6�3 �:4 , ast ; ° ('3 ,78 Point Number 699, Northing, 6 '3 i .29, Easting, 50535 7 Point Number 700, Northing, 644jjj Easting, 505439 Point Number 701, Northing, 693 98 Easting, 505449.84 Point Number 702, Northing, 69311 Easting, 505452.73 Point Number 703, Northing, 693057. 10ltastng,,505504-9 Point Number 704, Northing, 693031.91; East��5 Point Number 705, Northing, 693026.01, Easting; ,5055-90.92 Point Number 706, Northing, 693025.06, Easting, 505592.45 Point Number 707, Northing, 693007.68, Easting, 505620.01 Point Number 708, Northing, 692883.91, Easting, 505816.28 Point Number 709, Northing, 692708.62, Easting, 506094.34 Point Number 710, Northing, 692627.40, Easting, 506223.05 Point Number 711, Northing, 692623.35, Easting, 506229.53 Point Number 712, Northing, 692485.50, Easting, 506448.12 Point Number 713, Northing, 692354.08, Easting, 506656.55 Point Number 714, Northing, 692147.14, Easting, 507009.42 Point Number 715, Northing, 692078.63, Easting, 507130.62 Point Number 716, Northing, 692069.26, Easting, 507147.25 Point Number 717, Northing, 692059.56, Easting, 507164.50 Point Number 718, Northing, 692024.30, Easting, 507132.57 3"21'2005 149392 Ve 01I- GLAND C"Q 03312.007-000- 0 OR: 3903 PG: 2774 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 30 OF 37 Point Number 719, Northing, 692016.89, Easting, 507125.85 Point Number 993, Northing, 691940.05, Easting, 506987.18 (POINT OF BEGINNING) Thence in straight line segments through the following vertices (Points 994 through 1023 & 993 inclusive) Point Number 994, Northing, 691914.58, Easting, 507037.31 Point Number 995, Northing, 691900.29, Easting, 507072.10 Point Number 996, Northing, 691863.67, Easting, 507138.60 Point Number 997, Northing, 691819.35, Easting, 507191.57 Point Number 998, Northing, 691757.75, Easting, 507290.13 Point Number 999, Northing, 691683.44, Easting, 507393.74 Point Number 1000, Northing, 691635.39, Easting, 507518.5 Point Number 1001, Northing, 691540.84, Easting, 507706.50 Point Number 1002, Northing, 691483.34, Eastin-5407592.16 Point Number 1003, Northing, 691400.49, E' 5Q7,1315 1 Point Number 1004, Northing, 691336�, a$ ,-567 ,"� Point Number 1005, Northing, 69122-09kasting, 507637.52,; Point Number 1006, Northing, 69,11 114, Easting, 507615.56 Point Number 1007, Northing, 691054 'Ea'stt076039 Point Number 1008, Northing, 61069.76; -EAQmg,.56i 6. 6 Point Number 1009, Northing 9087�:�;Eaa"' 5b 42 7 Point Number 1010, Northing169036E'35a§tirtg,( 73.k� ' Point Number 1011, Northing 690413 85 ,, a t(n'g 07 :10q I Point Number 1012, Northing, 9 g; 1.78v--\- In Point Number 1013, Northing, §0*2.49, Easting, 5069bp.69 y Point Number 1014, Northing, 602.618, Easting, 50688 , s° Point Number 1015, Northing, 6 �9:95, Easting, 50672�J � Point Number 1016, Northing, 691 1,,,6�;,Easting, 506703.36 <.° Point Number 1017, Northing, 6911, �Stg y5066923,' Point Number 1018, Northing, 691226.i 0�5 Point Number 1019, Northing, 691303.69, Ea"s4ing506�,39:17 Point Number 1020, Northing, 691322.99, Easting, 506747.44 Point Number 1021, Northing, 691440.54, Easting, 506797.35 Point Number 1022, Northing, 691695.79, Easting, 506880.99 Point Number 1023, Northing, 691896.19, Easting, 506969.88 Point Number 993, Northing, 691§40.05, Easting, 506987.18 (POINT OF BEGINNING) Containing 17.74 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 6, 13055'08" East. 312112005- 149392 Ver 011- GLAND CN 03312-007-000-- 0 Township 49 South, Range 28 East being South OR: 3903 PG: 2775 . 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 31 OF 37 PARCEL 1-3B All that part of Section 12 Township 49 South, Range 28 East Collier County, Florida being more particularly described as follows; COMMENCING at the southeast corner of Section 12, Township 49 South, Range 28 East, Collier County, Florida (Point Number 9, Northing, 682908.78, Easting, 505979.89); Thence North 50041'40" West 159.10 to the POINT OF BEGINNING (Point Number 1025, Northing, 683009.56, Easting, 505856.78 Thence in straight line segments through inclusive) Point Number 1026, Northing, Point Number 1027, Northing, Point Number 1028, Northing, Point Number 1025, Northing, Containing 11.35 acres, more Subject to easements and res 3@12005-149392 Vw OP -GLAND C,u i 03312-007-000- - 0 1026 through 1028 & 1025 Easting, 504360.77 , Ea ing-5,05847. kZ Ia c ns of feces ? k " �f BEGINNING) NET ACREAGE: PARCEL 1-3 1804.54 PARCEL 1-3A -17.74 PARCEL 1-313 -11.35 ACRES NET 1775.45 OR; 3903 PG; 2776 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 32 OF 37 PARCEL 1-4 All that part of Section 14 Township 49 South, Range 28 East Collier County, Florida being more particularly described as follows; COMMENCING at the southeast corner of Section 14, Township 49 South, Range 28 East, Collier County, Florida (Point Number 13, Northing, 677594.05, Easting, 495334.66); Thence along the west line of said Section 14 North 00021'47" East 1334.00 to the POINT OF BEGINNING (Point Number 1029, Northing, 678928.02, Easting, 495343.11) Thence in straight line segments through the fo.ILLc wing-v rtices (Points 1030 through 1089 & 1029 inclusive) ' U A° Point Number 1030, Northing, 6790"t,�Easting, 495349. E Point Number 1031, Northing, 67,98"f°39, Easting, 495401.00 Point Number 1032, Northing, 698B6.1 i 'Easfit495.4398 Point Number 1033, Northing,7982.4" 7m._4954fi8.6 Point Number 1034, North(ng,=�7987-1-: �E�as;-,g ,- Point Number 1035, North rng,67982 49a t(rq,501� Point Number 1036, Northing, 679 83�2�tinig, 016q 9.46 Point Number 1037, Northing,73i'xs�463.92 Point Number 1038, Northing, 9 �3.85, Easting, 49627 ,22 Point Number 1039, Northing, 6',.1.20, Easting, 49632.040 Point Number 1040, Northing, 6 f ¢:P,7, Easting, 496349.16� Point Number 1041, Northing, 679 ,6 O;,Easting, 496651.61, Point Number 1042, Northing, 6798 `f , csdingd 496737 �Q` Point Number 1043, Northing, 679967.5g $#�8� Point Number 1044, Northing, 680004.08 Ea'TMd639:63 Point Number 1045, Northing, 682165.75, Easting, 496784.55 Point Number 1046, Northing, 682382.36, Easting, 496801.46 Point Number 1047, Northing, 682509.89, Easting, 496943.61 Point Number 1048, Northing, 682771.07, Easting, 497234.75 Point Number 1049, Northing, 682771.05, Easting, 497235.94 Point Number 1050, Northing, 682768.85, Easting, 497810.22 Point Number 1051, Northing, 682782.65, Easting, 498203.31 Point Number 1052, Northing, 682782.66, Easting, 498586.59 Point Number 1053, Northing, 682782.67, Easting, 499167.72 Point Number 1054, Northing, 682782.72, Easting, 499217.96 Point Number 1055, Northing, 682782.75, Easting, 499251.11 Point Number 1056, Northing, 682782.76, Easting, 499271.27 Point Number 1057, Northing, 682782.78, Easting, 499301.20 3/21/2005. 149392 Vw 01!- GLAND Cow 03312-007-000-- 0 OR; 3903 PG; 2777 . 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 33 OF 37 Point Number 1058, Northing, 682782.79, Easting, 499314.38 Point Number 1059, Northing, 682782.80, Easting, 499323.26 Point Number 1060, Northing, 682543.18, Easting, 499324.39 Point Number 1061, Northing, 682463.41, Easting, 499324.77 Point Number 1062, Northing, 682379.74, Easting, 499325.17 Point Number 1063, Northing, 680353.48, Easting, 499307.22 Point Number 1064, Northing, 678700.34, Easting, 499299.23 Point Number 1065, Northing, 678182.75, Easting, 499296.75 Point Number 1066, Northing, 678087.93, Easting, 499296.28 Point Number 1067, Northing, 677745.80, Easting, 499294.64 Point Number 1068, Northing, 677701.05, Easting, 499295.43 Point Number 1069, Northing, 677652.76, Easting, 499296.27 Point Number 1070, Northing, 677646.23, Easting, 499245.56 Point Number 1071, Northing, 677648.13, Easting 49B,492.55 Point Number 1072, Northing, 677649.41 E in 4 79 Point Number 1073, Northing, 677645,4�i1 W Point Number 1074, Northing, 677644. 'E"a- sting, 497960.E `JIL', Point Number 1075, Northing, 677� ,, Easting, 497914.37 ^ Point Number 1076, Northing, 6 7649.Q,f;--Eastin9149777 75 �w Point Number 1077, Northing, Q776 5.1 "' E ing, 9760 2 Point Number 1078, Northing, 677 3 :�,qE g� 44"8 � � Point Number 1079, Northing,7700�?3ain 69.1��P* ' Point Number 1080, Northing, 167785168,,,, a tin 496 :41 \E Point Number 1081, Northing, /i as�' ,4�.01 w-, Point Number 1082, Northing,$1.87, Easting, 4967bp 29 y` Point Number 1083, Northing, ;9.27, Easting, 49670 ' 4 s° Point Number 1084 Northing, 6 1, Easting,49671d Point Number 1085, Northing, 678 . 0,,Easting, 496714.94 Point Number 1086, Northing, 6788 �°Jt (ng, 4967Q4-9 , .'.... Point Number 1087, Northing, 678909. E( 45�1 Point Number 1088, Northing, 678908.63�, 54 8 54 Point Number 1089, Northing, 678925.80, Easting, 495348.96 Point Number 1029, Northing, 678928.02, Easting, 495343.11 (POINT OF BEGINNING) Containing 331.45 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 14, Township 49 South, Range 28 East being North 00021'47" East 31212005-149392 Ver 01!-GLAND cu. 03312-007-000- - 0 -• OW • OR; 3903 PG; 2778 DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9. TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 34 OF 37 LESS & EXCEPT FROM AGRICULTURAL PARCEL 1-4 THE FOLLOWING PARCEL All that part of Section 14 Township 49 South, Range 28 East Collier County, Florida being more particularly described as follows; COMMENCING at the southeast corner of Section 14, Township 49 South, Range 28 East, Collier County, Florida (Point Number 13, Northing, 677594.05, Easting, 495334.66); Thence along the west line of said Section 14 North 00021'47" East 1334.00 to a point (Point Number 1029, Northing, 678928.02, Easting, 495343 11� Thence in straight line segments th inclusive) ng verb s((,Fkgigts 1030 through 1046 & 1090 Point Number 1030, Northing, 6 98".4-.,, sti6g-,-495-34t3 ?6 ` Point Number 1031, Northing 679 1.39 Eas it '4 01.( 0 Point Number 1032, Northing �79686,11 Point Number 1033, Northing, �679682,46, Fa tin g5�,,6 Point Number 1034, Northing, ja7,961 87 a tir , 4 5 50.15 ,I Point Number 1035, Northing, 9F 8'L4J, Ea 'trr(j, 4§56p) 00zI -- r' Point Number 1036, Northing, *$ ,3.23, Easting, 49600 f46 Point Number 1037, Northing, 6Y��.54, Easting, 49614 i` Point Number 1038, Northing, 67 -8,85, Easting, 496278.2 Point Number 1039, Northing, 679 4Easting, 496326.0" Point Number 1040, Northing, 679888 6, E s,inp, 863v, Point Number 1041, Northing, 679886.50;Et8�1 tom. Point Number 1042, Northing, 679896.06, Eastm9-1,— 6737.39 Point Number 1043, Northing, 679967.59, Easting, 496738.87 Point Number 1044, Northing, 680004.08, Easting, 496739.63 Point Number 1045, Northing, 682165.75, Easting, 496784.55 Point Number 1046, Northing, 682382.36, Easting, 496801.46 Point Number 1090, Northing, 682027.51, Easting, 497376.18 (POINT OF BEGINNING) Thence in straight line segments through the following vertices (Points 1091 through 1123 & 1090 inclusive) Point Number 1091, Northing, 682034.79, Easting, 497395.80 Point Number 1092, Northing, 682045.58, Easting, 497431.06 Point Number 1093, Northing, 682083.27, Easting, 497474.74 3'2V2005- 149392 Ve 011- GLAND CA 03312-007-000- - 0 OR; 3903 PG; 2779 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 35 OF 37 Point Number 1094, Northing, 682108.12, Easting, 497494.40 Point Number 1095, Northing, 682128.90, Easting, 497510.85 Point Number 1096, Northing, 682131.00, Easting, 497584.78 Point Number 1097, Northing, 682130.20, Easting, 497618.50 Point Number 1098, Northing, 682128.58, Easting, 497685.84 Point Number 1099, Northing, 682107.61, Easting, 497751.44 Point Number 1100, Northing, 682100.20, Easting, 497762.72 Point Number 1101, Northing, 682087.49, Easting, 497782.06 Point Number 1102, Northing, 682057.95, Easting, 497800.80 Point Number 1103, Northing, 682052.08, Easting, 497804.53 Point Number 1104, Northing, 682033.34, Easting, 497807.82 Point Number 1105, Northing, 681974.25, Easting, 497818.19 Point Number 1106, Northing, 681935.05, Easting, 497836.68 Point Number 1107, Northing, 681921.61, Eastirlgr9763.86 Point Number 1108, Northing, 681906.53, Esm�478 Point Number 1109, Northing, 68189f�:5 ?#97':� Point Number 1110, Northing, 681 B-75 asting, 497�; Point Number 1111, Northing, 681764, Easting, 497888.76 Point Number 1112, Northing, 69169.�9, �atrq,,,,,,49788 47 Point Number 1113, Northing, t8162.8�",1�SIn978�5.0 Point Number 1114, Northing, t8l5 � Ease 4 R� C Point Number 1115, Northing'681 '7834� at(rg,�4070.i� Point Number 1116, Northing 681 80 86 a t(r _4 7 i5.66"M . Point Number 1117, Northing, 8133'°°°Est, 4795.74, Point Number 1118, Northing, 14,93.63, Easting, 4974.55 ( ` Point Number 1119, Northing, 691d2.59, Easting, 49735 " 0 .'` Point Number 1120, Northing, 661' 1, Easting, 497357§4 � Point Number 1121, Northing, 681��6'96J8, Easting, 497357.71 'Point Number 1122, Northing, 681_'asfip, y4973$1 Point Number 1123, Northing, 681845.2, 4Ea97�*,7 Containing 10.64 acres, more or less Subject to easements and restrictions of record. NET ACREAGE: PARCEL 1-4 331.45 PARCEL 1-4A 10.64 ACRES NET 320.81 32112005-149392 VK 01!-GLAND CAW 03312-007-000-- 0 OR; 3903 PG; 2780 17 C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9, TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14, 23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 36 OF 37 AGRICULTURAL PARCEL 1-5 All that part of Section 12 Township 49 South, Range 28 East Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 12, Township 49 South, Range 28 East, Collier County, Florida (Point Number 16, Northing, 688196.07, Easting, 500709.34); Thence along the west line of said Section 12 South 00-22-32 West 850.36 feet to the POINT OF BEGINNING (Point Number 1124, Northing, 687345.73, Easting, 500703.77); Thence in straight line segments through the following vertices (Points 1125 through 1135 & 1124 inclusive) Point Number 1125, Northing, 681 Point Number 1126, Northing, 681 Point Number 1127, Northing, 63 Point Number 1128, Northing, 5'81 Point Number 1129, Northing, 681 Point Number 1130, Northing,1681 Point Number 1131, Northing,°681 Point Number 1132, Northing,�6N Point Number 1133, Northing, i Point Number 1134, Northing, 681 Point Number 1135, Northing, 6� Thence along the west line of sai( BEGINNING Point Number 1124, y1jJ sss ll t=asting, 501046'* Easting, 501070.40` Eastin,g,,M 50107�.34 E tina.,_.5011-01."t4 4 8.89, Easting, 50087,4.37 17.37, Easting, 50080 6 &,,46, Easting, 5006951 , acti 12 North 00-22-32 r :""68.7345.73. East n E i°47.30 feet to the POINT OF )703.77); Containing 7.11 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 12, Township 49 South, Range 28 East being South 00- 22-32 West. NET ACREAGE: SSA 6 ACREAGE: 9911.09 PARCEL 1-1 NET ACREAGE 607.00 PARCEL 1-2 ACREAGE 2.30 PARCEL 1-3 NET ACREAGE 1775.45 PARCEL 1-4 NET ACREAGE 320.81 PARCEL 1-5 ACREAGE -7.11 AGRICULTURAL AREA 2 NET ACREAGE 7198.42 321/2005-149392 Vw 011-GLAND cud 03312-007-000- 0 OR: 3903 PG: 2781 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 THRU 9. TOWNSHIP 49 SOUTH, RANGE 29 EAST & SECTIONS 1, 12 THRU 14,23 & 24, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (AG-2 AREA DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 37 OF 37 STATEMENT OF DEFINITION, ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 6 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-94). 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/23/03 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' cl 4. TARGET SCALE: 1 "=500'-�' 5. SCALE NOT TO EXCEED 1 "-500a�" �, 1, C 6. THIS IMAGERY HAS NOT BEEN i)r!� CORRECTED IN OR MEET MINIMUM TECHNICAL STANDARDS OR NATIONAL MAP ALIJRACI',MSTANDARDS. 7. VERTICAL ELEVATION CHANGE I US WaRIQN[TTAL DI � LAMENT. EVERY EFFORT HAS BEEN MADE TO MINIMIZE THIS EFFECT FOB CF ITi,QAL FEATURE 8. IN AREAS WHERE TALL STAUCfu OJR° � S" . b LEAN TO OBSTRUCT FEATI RE p"E P� 1R S W FEE O CI� 1) IN AN EFFORT TO MINIMIZE THE EFFECT. 9. THIS PRODUCT IS SIMILAF I&A CY QUAED E ,Q G It�NTS, EXCEPT PROVIDED IN A DIGITAL FORMAT. 4 ,� B. BASED ON THESE PARAME� THE LINES DEPICTE[XjN THJS �Gdf�L FILE HAVE AN ESTIMATED POSITIONAL ACCURACY OF C. MINOR DIFFERENCES IN POST e1VD ACREAGE BETWEL 11,FqS DESCRIPTION AND OTHER FORMATS CAN BE ATTRIBUTED TO i b1NATE PROJECTION ND', OFTWARE ACCURACY PARAMETERS. 3. COORDINATE BASIS: s THE LINES DEPICTED HEREON ARE BASED OfiiTHt dRI STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 83, GRS80, US SURVEY FEET. BY DATE 3-17-05 LANCE T. MILLER, P.S.M. LS # 5627 WILSONMILLER, INC. REGISTERED ENGINEERS AND LAND SURVEYORS. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND MAPPER. NOT BASED ON FULL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION # LB-43 REF 2H-94 N21/20M 149392 Vw 011- GLAND CA.. 03312-007-000- 0 `'#� �� Y � `� � C - 1 ;. .��= 4 4 �.e "`t t i . r': r;. _ �rr OR; 3903 PG; 2783 17C DESCRIPTION OF PART OF SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST SECTIONS 1, 12 & 13, TOWNSHIP 49 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA (RESTORATION AREA "A" Delineation Within Stewardship Sending Area 6) EXHIBIT F PARCEL A-1 All that part of Section 1, Township 49 South, Range 28 East and Section 6, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 6, Township 49 South, Range 29 East, Collier County, Florida (Point Number 19, Northing, 696342.69, Easting, 503998.04); Thence along the west line of said Section 6 South 13055'08" East 2394.87 feet to the POINT OF BEGINNING (Point Number 1138, Northing, 694018.14, Easting, 504574.11); Thence leaving said west line in straight n It��s following vertices (Points 1139 through 1190 & 1138 inclusive) Point Number 1139, Northing, &0409�:84-,-Eastit , 504725.92 Point Number 1140, Northing, Qb4096.5�4°'-�,E;-�,a,%ting,,.5504��1.$8 Point Number 1141, Northing,6i9409 -24 Eason 504789,?, �, 1 Point Number 1142, Northing, i694Q�8��6'�`as'tm , °8 �� , 6. Point Number 1143, Northing �694456 75 ka�tino, 04 7s:92 Point Number 1144, Northing, �4t5i,l 4'1,,6.08 Point Number 1145, Northing, 6t 4U�11.10, Easting, 5049U.67 Point Number 1146, Northing, 6909�.98, Easting, 50499'lq� Point Number 1147, Northing, 66�4,�167, Easting, 505038 Point Number 1148, Northing, 69 25Easting, 505052.07 Point Number 1149, Northing, 6939 ptEasting, 505065.4 Point Number 1150, Northing, 693896.E�i ,a1` Point Number 1151, Northing, 693875.67, EaTM15$ Point Number 1152, Northing, 693861.66, Easting, 505145.08 Point Number 1153, Northing, 693842.25, Easting, 505176.67 Point Number 1154, Northing, 693788.28, Easting, 505219.53 Point Number 1155, Northing, 693730.64, Easting, 505288.40 Point Number 1156, Northing, 693600.81, Easting, 505444.70 Point Number 1157, Northing, 693542.88, Easting, 505522.81 Point Number 1158, Northing, 693518.52, Easting, 505532.90 Point Number 1159, Northing, 693467.46, Easting, 505553.85 Point Number 1160, Northing, 693411.72, Easting, 505543.06 Point Number 1161, Northing, 693346.84, Easting, 505522.79 Point Number 1162, Northing, 693227.52, Easting, 505435.65 Point Number 1163, Northing, 693153.29, Easting, 505359.68 Point Number 1164, Northing, 693155.63, Easting, 505353.78 312V2005-149519 Vw 01'-GLAND C. 03312-P08-001- - 0 n OR; 3903 PG; 2784 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THRU 14, TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA ( RESTORATION AREA "A - DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 2 OF 9 Point Number 1165, Northing, 693164.68, Easting, 505330.99 Point Number 1166, Northing, 693154.53, Easting, 505324.22 Point Number 1167, Northing, 693134.61, Easting, 505310.94 Point Number 1168, Northing, 691914.83, Easting, 504499.60 Point Number 1169, Northing, 691702.54, Easting, 504370.97 Point Number 1170, Northing, 691691.09, Easting, 504366.00 Point Number 1171, Northing, 691688.51, Easting, 504364.88 Point Number 1172, Northing, 691680.33, Easting, 504362.00 Point Number 1173, Northing, 691662.10, Easting, 504355.58 Point Number 1174, Northing, 692509.14, Easting, 503032.22 Point Number 1175, Northing, 692583.16, Easting, 502930.23 Point Number 1176, Northing, 692613.19, Easting, 502854.37 Point Number 1177, Northing, 692617.07, Easting, 502797.58 Point Number 1178, Northing, 692614.10, Easlinrg,15fl2-76-2.66 Point Number 1179, Northing,692626.45, n 5 � 50276 Point Number 1180, Northing, 69264.,( �attrt9,V Y° Point Number 1181, Northing, 692 1 27f°°fasting, 502765.66, Point Number 1182, Northing, 6966�i:6 Easting, 502765.47 Point Number 1183, Northing, 64314,8' aslirig 03,11 2 Point Number 1184, Northing, 63160.14" A'$ ing�,-5, 3132. 6 Point Number 1185, Northing, a593 > �.asrv�g,, � r Point Number 1186, Northing, i693$,85i48 "Ea tinrl, 5Q3464Ak 3 Point Number 1187, Northing 69,3647k15 �, ,Ea 63!0.19 1 2 Point Number 1188, Northing, :i � E �g, 5 �2.59- - , � Point Number 1189, Northin asting, 5040d 14 g �9� 42.85E II Point Number 1190, Northing, 6q`3p3 69, Easting, 50441'1W a, Point Number 1138, Northing, 69�{��1�;�4, Easting, 504574g1'T ( f3)1 1' bF BEGINNING) Containing 83.65 acres, more or less a Subject to easements and restrictions ire Bearings are based on the west line of Sec 13°55'08" East. 321/2005- 149519 Ve , 011- GLAND CM41 03312- P08-001 - - 0 ns,h1pµ49 South, Range 29 East being South OR; 3903 PG; 2785 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THRU 14, TOWNSHIP 49 SOUTH, RANGE 2B EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA ( RESTORATION AREA "A" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 3 OF 9 ALSO INCLUDING PARCEL A-2 All that part of Section 1, Township 49 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 6, Township 49 South, Range 29 East, Collier County, Florida (Point Number 19, Northing, 696342.69, Easting, 503998.04); Thence along the west line of said Section 6 South 13055'08" East 4649.25 feet to a point (Point Number 1191, Northing, 691829.95, Easting, 505116 4j Thence leaving said west line in strai9b, n � oo Its to 'a E FGIT OF BEGINNING (Point Number 1192, Northing, 691638.29, Eastinc 5�T43.00) < Thence in straight line segment�`thrq "y the oli uuirig er es (Pts 193 through 1209 & 1192 inclusive) #, Point Number 1193, Northing �691, 7C(.62-`-Ea tirtg I 4' 13, k I Point Number 1194, Northing �6 0; 6 731, a�Urtg O3 6.02� I Point Number 1195, Northing,%,68J 4 t tag 563, &0.1a'--- Point Number 1196, Northing, 9 50230P 34 g, �`9 5.76, Easting, � Point Number 1197, Northing, 6 5.70, Easting, 502314, a s° Point Number 1198, Northing, 6 $ 1, Easting, 502413:61 Point Number 1199, Northing, 692 8,,4�,, Easting, 502562 93 � Point Number 1200, Northing, 6925 ,t 50�695:I III Point Number 1201, Northing, 692564.60 Eat; �? Point Number 1202, Northing, 692564.42, Eas"1ing;TM b27}55J4 Point Number 1203, Northing, 692564.93, Easting, 502755.42 Point Number 1204, Northing, 692570.54, Easting, 502791.50 Point Number 1205, Northing, 692567.74, Easting, 502819.53 Point Number 1206, Northing, 692564.94, Easting, 502841.95 Point Number 1207, Northing, 692550.92, Easting, 502884.00 Point Number 1208, Northing, 692528.50, Easting, 502934.45 Point Number 1209, Northing, 692514.49, Easting, 502968.08 Point Number 1192, Northing, 691638.29, Easting, 504343.00 (POINT OF BEGINNING) Containing 68.97 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 6, 13°55'08" East. 3@V2005- 149519 Vw, 011- GLAND CA tl 03312-P08-001--0 Township 49 South, Range 29 East being South OR: 3903 PG: 2786 17C -MM DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THRU 14, TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA ( RESTORATION AREA "A" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 4 OF 9 ALSO INCLUDING PARCEL A-3 All that part of Section 12, Township 49 South, Range 28 East, Collier County, Florida being more particularly described as follows; BEGINNING at the northwest corner of Section 12, Township 49 South, Range 28 East, Collier County, Florida (Point Number 16, Northing, 688196.07, Easting, 500709.34); Thence along the north line of said Section 12 North 89050'27" East 2632.16 feet to a point (Point Number 1210, Northing, 688203.39, Easting, 5Q33419 Thence leaving said north line in straiga in egm 4stk06he following vertices (Points 1211 through 1255 & 16 inclusive); Point Number 1211, Northing, 60818,2.72 Easl''ing-5.0 40�48 Point Number 1212, Northing, �881 7.74; (ng �03340. 6 Point Number 1213, Northing, 688T:�&-Ea� Point Number 1214, Northing 1688��Z9104 R a tin (d3 07. 38 Point Number 1215, Northing 688�36�87,,, a4tmg $03 2.21 Point Number 1216, Northing, 4.35 Point Number 1217, Northing, 6�Q7.60, Easting, 50324�97 Point Number 1218, Northing, 61 Qz 45, Easting, 503290Q Point Number 1219, Northing, 68l Q7, Easting, 503290 50 Point Number 1220, Northing, 685 1 ,Easting, 503289.41J. Point Number 1221, Northing, 68406A,`J1 1`E "sfing 50$2.761 Point Number 1222, Northing, 683330.9', Ea Fh » :� Point Number 1223, Northing, 683244.35, Eas"Mg, 3 52:23 Point Number 1224, Northing, 683256.15, Easting, 503247.06 Point Number 1225, Northing, 683270.11, Easting, 503211.25 Point Number 1226, Northing, 683274.74, Easting, 503155.46 Point Number 1227, Northing, 683259.81, Easting, 503095.94 Point Number 1228, Northing, 683234.31, Easting, 503065.74 Point Number 1229, Northing, 683182.25, Easting, 503051.34 Point Number 1230, Northing, 683139.45, Easting, 503060.17 Point Number 1231, Northing, 683108.96, Easting, 503102.16 Point Number 1232, Northing, 683085.66, Easting, 503118.03 Point Number 1233, Northing, 683060.10, Easting, 503091.10 Point Number 1234, Northing, 683055.13, Easting, 503025.25 Point Number 1235, Northing, 683046.33, Easting, 502982.31 Point Number 1236, Northing, 683000.81, Easting, 502968.05 3121/2005-149519 Vw 01'-GLAND C Q 03312-P08-001- - 0 OR; 3903 PG; 2787 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THRU 14, TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA ( RESTORATION AREA "A" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 5 OF 9 Point Number 1237, Northing, 682977.66, Easting, 502977.35 Point Number 1238, Northing, 682978.15, Easting, 502635.32 Point Number 1239, Northing, 682978.70, Easting, 502254.22 Point Number 1240, Northing, 682978.10, Easting, 501962.88 Point Number 1241, Northing, 682976.58, Easting, 501220.08 Point Number 1242, Northing, 682976.04, Easting, 500957.54 Point Number 1243, Northing, 682975.45, Easting, 500675.13 Point Number 1244, Northing, 686138.46, Easting, 500695.86 Point Number 1245, Northing, 686247.37, Easting, 500804.16 Point Number 1246, Northing, 686318.89, Easting, 500874.37 Point Number 1247, Northing, 686507.69, Easting, 501053.04 Point Number 1248, Northing, 686623.80, Easting, 501171.47 Point Number 1249, Northing, 686662.48, Easting, 501188.08 Point Number 1250, Northing, 686725.89, Eastiag,_50.1~1.50.41 Point Number 1251, Northing, 686813 05,Ea n5 1fiQ Point Number 1252, Northing, 6868647 Point Number 1253, Northing, 686892 fasting, 501070.�, Point Number 1254, Northing, 68�i96410, Easting, 501040.38 Point Number 1255, Northin 6 734.73 'a't g, 111 k Point Number 16, Northing, 68>5196'`07, tasf g, 500,709 84�,(POIN OF Containing 302.87 acres, more or (¢sa Subject to easements and res ncti ns of r o d ` Bearings are based on the no h Iir1".Secito Z, T7 %�(aship 4 utl 89°50'27" East. v * r „'. X212005- 149519 Ve 01'. GLAND Cn 03312-P08-001- - 0 NING) 28 East being North OR; 3903 PG; 2788 17C - - DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THRU 14, TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA ( RESTORATION AREA "A" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 6 OF 9 PARCEL A-4 All that part of Sections 12, 13 & 14, Township 49 South, Range 28 East, Collier County, Florida being more particularly described as follows; BEGINNING at the southwest corner of Section 12, Township 49 South, Range 28 East, Collier County, Florida (Point Number 15, Northing, 682898.60, Easting, 500674.62); Thence along the west line of said Section 12 North 00032'32" East 27.51 feet to a point (Point Number 1256, Northing, 682926.11, Easting, 500674.80) Thence leaving said west line in straight line segments through the following vertices (Points 1257 through 1349 & 15 inclusive); Point Number 1257, Northing, 682919.52 Es iTIW33 97 Point Number 1258, Northing, 68286r as , 543 Point Number 1259, Northing, 681 1a�®*fasting, 503331. 8 Point Number 1260, Northing, 68T) 1 , Easting, 503260.87 Point Number 1261, Northing, 68115f'.`72 t=astirig„M,50316P 48 Point Number 1262, Northing, 6811�45.72"--E-astinq 50308'9.9 Point Number 1263, Northing 81 ia &,East. �3 Point Number 1264, Northing,,681 36 55 a tirk ( 2 8.P Point Number 1265, Northing 681,37�! a tirig 62 39'.03 Point Number 1266, Northing,%6 1 ' 4 e;'*'E *lg, 51 203.87 Point Number 1267, Northing, 56i f,36.99, Easting, 5027k6.20 Point Number 1268, Northing, 61�,4s6.70, Easting, 50272.'16 Point Number 1269, Northing, 6��'tk,,56, Easting, 502689�1�§ Point Number 1270, Northing, 681 ��24, Easting, 502645.83 Point Number 1271, Northing, 6811 14%- ing, 50261 5 Point Number 1272, Northing, 681197.'7 4&- A5 Point Number 1273, Northing, 681199.55, tAitt :02 6:21 Point Number 1274, Northing, 681192.80, Easting, 502448.43 Point Number 1275, Northing, 681154.34, Easting, 502403.87 Point Number 1276, Northing, 681152.93, Easting, 502359.21 Point Number 1277, Northing, 681141.77, Easting, 502309.00 Point Number 1278, Northing, 681117.60, Easting, 502236.49 Point Number 1279, Northing, 681093.43, Easting, 502180.70 Point Number 1280, Northing, 681056.24, Easting, 502108.18 Point Number 1281, Northing, 681024.16, Easting, 502063.49 Point Number 1282, Northing, 681060.77, Easting, 502020.76 Point Number 1283, Northing, 681073.86, Easting, 501969.48 Point Number 1284, Northing, 681067.30, Easting, 501913.79 Point Number 1285, Northing, 681052.73, Easting, 501861.86 Point Number 1286, Northing, 681029.69, Easting, 501833.53 312112005- 149519 Ver. 011- GLAND CI 03312-P08-001-- 0 OR: 3903 PG: 2789 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THRU 14, TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA ( RESTORATION AREA "A" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 7 OF 9 Point Number 1287, Northing, 680998.95, Easting, 501797.08 Point Number 1288, Northing, 680976.76, Easting, 501733.07 Point Number 1289, Northing, 680966.15, Easting, 501681.23 Point Number 1290, Northing, 680987.25, Easting, 501626.21 Point Number 1291, Northing, 681031.66, Easting, 501587.61 Point Number 1292, Northing, 681034.51, Easting, 501585.80 Point Number 1293, Northing, 681020.94, Easting, 501555.65 Point Number 1294, Northing, 681001.30, Easting, 501534.50 Point Number 1295, Northing, 680972.60, Easting, 501507.30 Point Number 1296, Northing, 680946.92, Easting, 501474.07 Point Number 1297, Northing, 680922.74, Easting, 501434.79 Point Number 1298, Northing, 680904.62, Easting, 501412.13 Point Number 1299, Northing, 680883.47, Easting, 501389.47 Point Number 1300, Northing, 680871.38, Eastirtg,501.069.83 Point Number 1301, Northing, 680869.87r E"Is' 1 0 # Point Number 1302, Northing, 68087 �9 a Point Number 1303, Northing, 6808i5 9 ;Easting, 501268.61� Point Number 1304, Northing, 68Q8�e, Easting, 501239.90 Point Number 1305, Northing, 68085647-SaStin _5.0121 � Point Number 1306, Northing,808d4.00 �mg,-501183 Point Number 1307, Northing, 8087 E , 5 J 06 Point Number 1308, Northing, is trig(119 Point Number 1309, Northing,6803754, a�tln (11 5� 69" Point Number 1310, Northing, 6851-5.72c Point Number 1311, Northing, i8043.28, Easting, 5010i 67 Point Number 1312, Northing, fi 0 7.93, Easting, 51009*iA Point Number 1313, Northing, 68 :01, Easting, 500934b6 Point Number 1314, Northing, 681 5aEasting, 500889.14. Point Number 1315, Northing, 6810 � 9 y500853- Point Number 1316, Northing, 680959. E E iin ;, Point Number 1317, Northing, 680931.04, ta'st ��00 7 Point Number 1318, Northing, 680925.27, Easting, 500724.42 Point Number 1319, Northing, 680962.02, Easting, 500679.74 Point Number 1320, Northing, 681034.68, Easting, 500626.17 Point Number 1321, Northing, 681111.05, Easting, 500553.13 Point Number 1322, Northing, 681176.13, Easting, 500544.94 Point Number 1323, Northing, 681221.52, Easting, 500546.05 Point Number 1324, Northing, 681292.53, Easting, 500560.79 Point Number 1325, Northing, 681353.59, Easting, 500585.06 Point Number 1326, Northing, 681411.55, Easting, 500602.74 Point Number 1327, Northing, 681489.29, Easting, 500607.88 Point Number 1328, Northing, 681612.73, Easting, 500601.09 Point Number 1329, Northing, 681661.12, Easting, 500612.02 Point Number 1330, Northing, 681700.66, Easting, 500586.94 3121/2005 149519 Ver. 011-GLAND CAM 03312-PDB-001- 0 OR: 3903 PG: 2790 17C • DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THRU 14, TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA ( RESTORATION AREA -A- DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 8 OF 9 Point Number 1331, Northing, 681711.33, Easting, 500548.14 Point Number 1332, Northing, 681783.18, Easting, 500527.11 Point Number 1333, Northing, 681867.57, Easting, 500525.88 Point Number 1334, Northing, 681928.86, Easting, 500540.38 Point Number 1335, Northing, 682006.52, Easting, 500548.77 Point Number 1336, Northing, 682081.40, Easting, 500537.56 Point Number 1337, Northing, 682140.54, Easting, 500506.45 Point Number 1338, Northing, 682192.66, Easting, 500497.94 Point Number 1339, Northing, 682260.43, Easting, 500512.60 Point Number 1340, Northing, 682315.23, Easting, 500526.94 Point Number 1341, Northing, 682367.11, Easting, 500528.21 Point Number 1342, Northing, 682425.78, Easting, 500516.60 Point Number 1343, Northing, 682499.56, Easting, 500550.95 Point Number 1344, Northing, 682544.48, Eastirtg„Q071.57 Point Number 1345, Northing, 682602.13r E n 0 Q Point Number 1346, Northing, 68264,,6a,-50fl�-i Point Number 1347, Northing, 6828-6, Easting, 500578.8410 1, Point Number 1348, Northing, 68?8 .,'", 6, Easting, 500508.00 Point Number 1349, Northing, 6289,8�.;'E�tr�005043 Point Number 15, Northing, 682'898, 0, a i , 50Q674.62 (POIN' Containing 119.46 acres, mor ` or loss` Subject to easements and res rictidps�kof rep oriId Bearings are based on the we CI h" �i t �, f w� hip 00°32'32" East. M` NET ACREAGE: A-1 ACREAGE 83.65 � A-2 ACREAGE 68.97 A-3 ACREAGE 302.87 A-4 ACREAGE +119.46 FLOW WAY RESTORATION NET ACREAGE 574.95 312V2005- 149519 Ver 011- GLAND CAW 03312-P08-001-- 0 EGINNING) e 28 East being North OR; 3903 PG; 2791 . 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 1 & 12 THRU 14, TOWNSHIP 49 SOUTH, RANGE 28 EAST & SECTION 6, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA ( RESTORATION AREA "A" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 9 OF 9 STATEMENT OF DEFINITION, ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 6 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A"(REFERENCE WILSONMILLER DRAWING NUMBER 21-1-94). 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/23/03 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1 "=500' 5. SCALE NOT TO EXCEED 1 "=500'. 6. THIS IMAGERY HAS NOT BEEN ORTHO CO f i�'TEdaN OflDER TO MEET MINIMUM TECHNICAL STANDARDS OR NATIONAL MAP ACC 7. VERTICAL ELEVATION CHANGE 1 d#LJE TAtVR-LACEMENT. EVERY EFFORT HAS BEEN MADE TO MINIMIZE THIS E'F �Fl OR CRITICAL FEA`Ti1 *fi ` 8. IN AREAS WHERE TALL STRUCTI1=S OR TREES LEAN TO OBSTRUCT FEATURES, EX WERlE �vIpSAICK INN EFFORT TO MINIMIZE THE EFFECT. 9. THIS PRODUCT IS SIMILAR'IN AO � CY�pI E�MENTS, EXCEPT PROVIDED IN A DIGITAL FORMAT. 1 dl a , B. BASED ON THESE PARAMETER$ *E LfNE§ 6EPI T 1 �II IDIOITAL FILE HAVE AN ESTIMATED POSITIONAL ACCURACY OF +4 n,rtE'T a ` C. MINOR DIFFERENCES IN P( �01711O AND AG AG - WEE1 iIS � 'CRIPTION AND OTHER FORMATS CAN BE ATTRIBUTE6tQ COORDINATE PROJEG {qN AND v ARE ACCURACY PARAMETERS. 3. COORDINATE BASIS: A 1 ON THE FLORIDA AT 'LANE COORDINATE SYSTEM, THE LINES DEPICTED HEREON AR FLORIDA EAST ZONE, NORTH AMERI GY FEET. � .ns BY LANCE T. MILLER, P.S.M. LS # 5627 DATE 3-17-05 WILSONMILLER, INC. REGISTERED ENGINEERS AND LAND SURVEYORS. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND MAPPER. NOT BASED ON FULL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION # LB-43 REF 2H-94 3/21/2005 149519 Ver. 011 GLAND c. 03312-P08-001- - 0 OR: 3903 PG. 2792 17C DESCRIPTION OF PART OF SECTIONS 2-3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST COLLIER COUNTY, FLORIDA OTHER LISTED SPECIES RESTORATION AREA (RESTORATION AREA B) Delineation Within Stewardship Sending Area 6 PARCEL B-1 All that part of Section 2 & 3, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 2, Township 49 South, Range 29 East, Collier County, Florida (Point Number 27, Northing, 697236.36, Easting, 525300.57); Thence along the west line of said Section 2 South 08°26'42" East 4704.48 feet to the POINT OF BEGINNING (Point Number 1350, Northing, 692582.89, Easting, 525991.48); Thence leaving said west line in straight lm,setnfs,ffTr�uh the following vertices (Points 1351 through 1483 & 1350 inclusive) >r� Point Number 1351, Northing, 6!261 C. � Fast,irig, 526569.05 Point Number 1352, Northing,267.2 Estin"5'26y7&fi6 Point Number 1353, Northing, 692645.46 Easrr 5957 47 Point Number 1354, Northing ;f?924*65{6R'e Point Number 1355, Northing �692 60(28 a tin, 7� l9 33 Point Number 1356, Northing, 1692077 1$, E ," ,' '7�56.45 Point Number 1357, Northing, i ko2 33, Ea's g, 5�' ' .69 Point Number 1358, Northing, 8�.13, Easting, 52744��40 Point Number 1359, Northing, 6§4 ,.73, Easting, 52749 t Point Number 1360, Northing, 69 9J3§ Easting, 527555.8� Point Number 1361, Northing, 6931 47�19 Easting, 527740.*84 Point Number 1362, Northing, 69314 -.6d, E'a i 527 7f Point Number 1363, Northing, 693187.67; "Eat 52 74:4 Point Number 1364, Northing, 693268.03, Easting 52'i985.52 Point Number 1365, Northing, 693326.42, Easting, 528161.58 Point Number 1366, Northing, 693348.08, Easting, 528226.17 Point Number 1367, Northing, 693352.41, Easting, 528239.06 Point Number 1368, Northing, 693347.42, Easting, 528301.81 Point Number 1369, Northing, 693347.04, Easting, 528304.97 Point Number 1370, Northing, 693338.70, Easting, 528374.95 Point Number 1371, Northing, 693307.50, Easting, 528476.49 Point Number 1372, Northing, 693297.15, Easting, 528510.17 Point Number 1373, Northing, 693241.11, Easting, 528669.48 Point Number 1374, Northing, 693123.50, Easting, 529071.60 Point Number 1375, Northing, 693116.00, Easting, 529106.97 Point Number 1376, Northing, 693099.94, Easting, 529182.80 321/2005149569 Ver 01'-GLAND C. 03312-007-000-- 0 OR: 3903 PG: 2793 17C _ DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 2 OF 30 Point Number 1377, Northing, 693081.63, Easting, 529278.68 Point Number 1378, Northing, 693076.04, Easting, 529307.96 Point Number 1379, Northing, 693078.16, Easting, 529339.88 Point Number 1380, Northing, 693042.25, Easting, 529382.79 Point Number 1381, Northing, 692974.37, Easting, 529430.26 Point Number 1382, Northing, 692897.04, Easting, 529499.83 Point Number 1383, Northing, 692770.70, Easting, 529572.68 Point Number 1384, Northing, 692649.65, Easting, 529609.94 Point Number 1385, Northing, 692578.17, Easting, 529621.60 Point Number 1386, Northing, 692484.03, Easting, 529650.57 Point Number 1387, Northing, 692425.46, Easting, 529680.40 Point Number 1388, Northing, 692114.10, Easting, 529860.41 Point Number 1389, Northing, 692050.64, Easting, 529907.98 Point Number 1390, Northing, 691996.74, Easting, 529929.00 Point Number 1391, Northing, 691946.96, Eastin,g,„629963.53 Point Number 1392, Northing, 691914.75r E s 92- 07'l Point Number 1393, Northing, 69188 a-529 Point Number 1394, Northing, 6917a1.1b fasting, 529968.67 Point Number 1395, Northing, 691,6 '76, Easting, 529926.02 Point Number 1396, Northing, 6,0162,:1"`.69;-E— ,76 Point Number 1397, Northing, 0614 8.54' �SAM* ,.529767. 3 Point Number 1398, Northing, t9121:�E �6 Point Number 1399, North ing,16915i48iat9 5.14 Point Number 1400, Northing, 691 01 10 ,, a tint, t29 0:88' Point Number 1401, Northing, S9a'E�g 594.91E Point Number 1402, Northing, 691 4'B3.00, Easting, 5293`t.89 Point Number 1403, Northing, 6y 1 62.82, Easting, 52926� ,5 Point Number 1404, Northing, 69 1:Q9, Easting, 529163='5, Point Number 1405, Northing, 691 7_,,3, ,Easting, 529145.94„ Point Number 1406, Northing, 6912 !n­'y529021,4q Point Number 1407, Northing, 691277 6�,� E� tier �� Point Number 1408, Northing, 691324.70, bast+r g,TM2B�:66 Point Number 1409, Northing, 691334.23, Easting, 528771.37 Point Number 1410, Northing, 691350.89, Easting, 528759.45 Point Number 1411, Northing, 691424.46, Easting, 528765.34 Point Number 1412, Northing, 691465.94, Easting, 528739.04 Point Number 1413, Northing, 691513.29, Easting, 528756.25 Point Number 1414, Northing, 691588.57, Easting, 528771.48 Point Number 1415, Northing, 691651.03, Easting, 528764.06 Point Number 1416, Northing, 691713.95, Easting, 528738.80 Point Number 1417, Northing, 691754.18, Easting, 528730.84 Point Number 1418, Northing, 691794.86, Easting, 528705.04 Point Number 1419, Northing, 691818.05, Easting, 528665.40 Point Number 1420, Northing, 691814.79, Easting, 528616.21 Point Number 1421, Northing, 691797.66, Easting, 528589.01 32112005-149569 Ver. 011-GLAND CAW 03312-007-000-- 0 OR; 3903 PG; 2794 . 17C _ DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 3 OF 30 Point Number 1422, Northing, 691785.28, Easting, 528548.52 Point Number 1423, Northing, 691709.52, Easting, 528471.28 Point Number 1424, Northing, 691652.45, Easting, 528483.39 Point Number 1425, Northing, 691614.92, Easting, 528507.37 Point Number 1426, Northing, 691579.18, Easting, 528479.41 Point Number 1427, Northing, 691569.10, Easting, 528446.62 Point Number 1428, Northing, 691561.53, Easting, 528401.23 Point Number 1429, Northing, 691541.61, Easting, 528324.17 Point Number 1430, Northing, 691567.60, Easting, 528267.27 Point Number 1431, Northing, 691573.48, Easting, 528193.45 Point Number 1432, Northing, 691567.58, Easting, 528176.95 Point Number 1433, Northing, 691554.25, Easting, 528139.55 Point Number 1434, Northing, 691526.79, Easting, 528089.37 Point Number 1435, Northing, 691511.51, Easting, 528043.81 Point Number 1436, Northing, 691512.80, Easting, 527990.43 Point Number 1437, Northing, 691522.47,.E in'5OQ Point Number 1438, Northing, 691524.4rig,,M-S .t Point Number 1439, Northing, 6915,3,0 5 .casting, 527764.4 Point Number 1440, Northing, 6915 24'1, Easting, 527706.35 Point Number 1441, Northing, 6�'152� �3;"E ti-na,, 527707.14 Point Number 1442, Northing, 091565.5° -E�asting, 527 91.99 Point Number 1443, Northing, �91634�. 'E �� 5 ,6 Point Number 1444, Northing,1691057"61 a tic g '�i �5 Point Number 1445, Northing, 691 13 56 sa tin 7 4T.16U Point Number 1446, Northing, 6M �' 5 71� 7-"7.50C Point Number 1447, Northing, i z68.85, Easting, 52756�.93 Point Number 1448, Northing, 6I',%1.65, Easting, 5275i;7 Point Number 1449, Northing, 661��47, Easting, 527490'�6� Point Number 1450, Northing, 691"40 Easting, 527445.90- Point Number 1451, Northing, 6917 5 sing, 527388:7 4, Point Number 1452, Northing, 691815. E F r�� . % %0 ; Point Number 1453, Northing, 691789.19, �ast,Q:39 Point Number 1454, Northing, 691799.96, Easting, 527125.78 Point Number 1455, Northing, 691786.01, Easting, 527022.72 Point Number 1456, Northing, 691792.38, Easting, 526928.37 Point Number 1457, Northing, 691778.20, Easting, 526837.40 Point Number 1458, Northing, 691780.77, Easting, 526730.62 Point Number 1459, Northing, 691786.55, Easting, 526660.91 Point Number 1460, Northing, 691792.62, Easting, 526578.87 Point Number 1461, Northing, 691769.94, Easting, 526500.25 Point Number 1462, Northing, 691719.92, Easting, 526367.32 Point Number 1463, Northing, 691689.48, Easting, 526267.97 Point Number 1464, Northing, 691654.65, Easting, 526184.93 Point Number 1465, Northing, 691619.09, Easting, 526130.65 Point Number 1466, Northing, 691612.80, Easting, 526052.43 3212005- 149569 Vw 01! GLAND CM43 03312-007-000- - 0 OR: 3903 PG: 2795 17C _ DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 4 OF 30 Point Number 1467, Northing, 691617.50, Easting, 526005.64 Point Number 1468, Northing, 691618.18, Easting, 525998.92 Point Number 1469, Northing, 691665.48, Easting, 525905.57 Point Number 1470, Northing, 691783.78, Easting, 525756.39 Point Number 1471, Northing, 691906.57, Easting, 525590.67 Point Number 1472, Northing, 692038.25, Easting, 525396.62 Point Number 1473, Northing, 692140.57, Easting, 525230.63 Point Number 1474, Northing, 692195.51, Easting, 525161.89 Point Number 1475, Northing, 692274.51, Easting, 525114.49 Point Number 1476, Northing, 692398.02, Easting, 525088.72 Point Number 1477, Northing, 692512.67, Easting, 525091.49 Point Number 1478, Northing, 692588.43, Easting, 525110.40 Point Number 1479, Northing, 692539.46, Easting, 525145.58 Point Number 1480, Northing, 692535.29, Easting, 525170.57 Point Number 1481, Northing, 692527.27, Easting-. 5,218.64 Point Number 1482, Northing, 692545.71 Eas m�5 5 2�A'Vr94h Point Number 1483, Northing, 692557r,4 Point Number 1350, Northing, 69258P. 52599148 Containing 131.93 acres, more Q Subject to easements and restrt Bearings are based on the weft I 08°26'42" East. j A. * 312112005- 149569 Ver OP- GLAND C� 03312-007-000.0 OF BEGINNING) Ragge 29 East being South OR: 3903 PG: 2796 17C s DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 5 OF 30 LESS & EXCEPT FROM PARCEL B-1 THE FOLLOWING PARCEL PARCEL B-1-1 All that part of Section 2, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 2, Township 49 South, Range 29 East, Collier County, Florida (Point Number 27, Northing, 697236.36, Easting, 525300.57); Thence along the west line of said Section 2 South 08026'42" East 4704.48 feet to a point (Point Number 1350, Northing, 692582.89, Easting, 525991.48); Thence leaving said west line in straight lice', through 1398 & 1484 inclusive) tt Point Number 1351, Northing, 6926if .53, Easting, 526569.05 Point Number 1352, Northing, 60263.1`.2Q,'Eastirtg,,52676�,QE Point Number 1353, Northing, (926451.4 °' $mg (269 7 Point Number 1354, Northing, 69205 : �Eas �7 � Point Number 1355, Northing, 1.69260`28iat�9. Point Number 1356, Northing„692 7-461 ,,ta tmb 27456.45 Point Number 1357, Northing, � 7-2 9 Point Number 1358, Northing, 0,2 24.13, Easting, 5274"8.40 Point Number 1359, Northing, 6 4',',�8.73, Easting, 52749,ilklo Point Number 1360, Northing, 64 Q5, Easting, 527556.,'47 Point Number 1361, Northing, 69 #7 3 Fasting, 527740.84 Point Number 1362, Northing, 6931 6, tmg 5277$9: Point Number 1363, Northing, 69318i'6" Ea t P 27 F 3 Point Number 1364, Northing, 693268.03,sling TM27 62 Point Number 1365, Northing, 693326.42, Easting, 528161.58 Point Number 1366, Northing, 693348.08, Easting, 528226.17 Point Number 1367, Northing, 693352.41, Easting, 528239.06 Point Number 1368, Northing, 693347.42, Easting, 528301.81 Point Number 1369, Northing, 693347.04, Easting, 528304.97 Point Number 1370, Northing, 693338.70, Easting, 528374.95 Point Number 1371, Northing, 693307.50, Easting, 528476.49 Point Number 1372, Northing, 693297.15, Easting, 528510.17 Point Number 1373, Northing, 693241.11, Easting, 528669.48 Point Number 1374, Northing, 693123.50, Easting, 529071.60 Point Number 1375, Northing, 693116.00, Easting, 529106.97 Point Number 1376, Northing, 693099.94, Easting, 529182.80 Point Number 1377, Northing, 693081.63, Easting, 529278.68 3/2112005- 149569 Ver 011- GLAND CA 03312-007-000- - 0 the following vertices (Points 1351 OR: 3903 PG: 2797 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5.9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 6 OF 30 Point Number 1378, Northing, 693076.04, Easting, 529307.96 Point Number 1379, Northing, 693078.16, Easting, 529339.88 Point Number 1380, Northing, 693042.25, Easting, 529382.79 Point Number 1381, Northing, 692974.37, Easting, 529430.26 Point Number 1382, Northing, 692897.04, Easting, 529499.83 Point Number 1383, Northing, 692770.70, Easting, 529572.68 Point Number 1384, Northing, 692649.65, Easting, 529609.94 Point Number 1385, Northing, 692578.17, Easting, 529621.60 Point Number 1386, Northing, 692484.03, Easting, 529650.57 Point Number 1387, Northing, 692425.46, Easting, 529680.40 Point Number 1388, Northing, 692114.10, Easting, 529860.41 Point Number 1389, Northing, 692050.64, Easting, 529907.98 Point Number 1390, Northing, 691996.74, Easting, 529929.00 Point Number 1391, Northing, 691946.96, Easting, 529963.53 Point Number 1392, Northing, 691914.75, Easting,, 52 971.92 Point Number 1393, Northing, 691884.27 E (tt9 7 Point Number 1394, Northing, 691791.�1 a� �5 , 529 rE e Point Number 1395, Northing, 691 3� asting, 529926. ,f' Point Number 1396, Northing, 6916c' 5 Easting, 529874.76 ` Point Number 1397, Northing, 6"1478.54, t astngn, 52976�03 Point Number 1398, Northing, t' 912f7.7295�b. 4 Point Number 1484, Northing, p91ia0.4,E hry Thence in straight line segments tl,�o4gh inclusive) \ 3/21/2005 149569 Ver 01'- GLAND cu. 03312-007-000- 0 OF BEGINNING) e tollowiho vg. rtices£(P ints 14 V c 5 through 1500 & 1484 OR: 3903 PG: 2798 17C - DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA-B- DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 7 OF 30 Point Number 1485, Northing, 691596.55, Easting, 529302.48 Point Number 1486, Northing, 691617.16, Easting, 529258.83 Point Number 1487, Northing, 691661.95, Easting, 529225.57 Point Number 1488, Northing, 691706.53, Easting, 529202.13 Point Number 1489, Northing, 691751.21, Easting, 529173.76 Point Number 1490, Northing, 691790.30, Easting, 529174.71 Point Number 1491, Northing, 691828.55, Easting, 529209.99 Point Number 1492, Northing, 691881.35, Easting, 529250.52 Point Number 1493, Northing, 691875.29, Easting, 529299.42 Point Number 1494, Northing, 691845.14, Easting, 529333.03 Point Number 1495, Northing, 691814.99, Easting, 529366.64 Point Number 1496, Northing, 691784.39, Easting, 529419.88 Point Number 1497, Northing, 691744.12, Easting, 529467.96 Point Number 1498, Northing, 691699.79, Eastingl_529481.60 Point Number 1499, Northing, 691646.52 Eat fn 5 94Q Point Number 1500, Northing, 691603,R. a �it� 9 i Point Number 1484, Northing, 6915,84 ;,..Lasting, 52936d. Containing 1.36 acres, more or,,4es Subject to easements and rest icti( Bearings are based on the wet lin 08'26'42" East. .s� 3Y21/2005- 149569 Ver 011- GLAND CMq 03312-007-000- - 0 OF BEGINNING) ge 29 East being South NET ACREAGE: B-1 ACREAGE 131.93 B 1-1 ACREAGE-1.36 B-1 NET ACREAGE 130.57 OR: 3903 PG: 2799 17 C jr'.. • DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 8 OF 30 ALSO INCLUDING PARCEL B-2 All that part of Section 5, 8 & 9, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the north quarter corner of Section 9, Township 49 South, Range 29 East, Collier County, Florida (Point Number 5, Northing, 688201.69, Easting, 518648.13 ); Thence South 88056'44" West 2548.88 feet to a point (Point Number 1501, Northing, 688154.78, Easting, 516099.69) (POINT OF BEGINNING); Thence in straight line segments through inclusive) ' Point Number 1502, Northing, 88091$,�Eq " 6102,4 Point Number 1503, Northing =687R5165'as( Point Number 1504, Northing 687 26L 3, Ea tin 6 k 6 04 Point Number 1505, Northing, �687 16118 88 Point Number 1506, Northing, �0�g42.02, Easting, 516200.97 Point Number 1507, Northing, 6�'�9,0.69, Easting, 51621 Point Number 1508, Northing, 66�69, Easting, 5161561 Point Number 1509, Northing, 6868 $9, Easting, 516130.21 Point Number 1510, Northing, 6877 ,'6�4 fasting, 51611 J. Point Number 1511, Northing, 687653: , EA` 5,1 Q� 0 Point Number 1512, Northing, 687606.81, a�tt��,94 —04 Point Number 1513, Northing, 687545.94, Easting, 516137.86 Point Number 1514, Northing, 687512.39, Easting, 516161.87 Point Number 1515, Northing, 687492.43, Easting, 516191.72 Point Number 1516, Northing, 687460.77, Easting, 516251.60 Point Number 1517, Northing, 687448.60, Easting, 516300.93 Point Number 1518, Northing, 687431.52, Easting, 516325.34 Point Number 1519, Northing, 687403.47, Easting, 516349.47 Point Number 1520, Northing, 687383.38, Easting, 516384.83 Point Number 1521, Northing, 687349.70, Easting, 516414.34 Point Number 1522, Northing, 687350.21, Easting, 516392.29 Point Number 1523, Northing, 687345.86, Easting, 516345.32 Point Number 1524, Northing, 687018.84, Easting, 516348.42 Point Number 1525, Northing, 686768.97, Easting, 516342.36 3/21/20D5-169569 Ve 011-GLAND CA.1 03312-007-000 0 dints 1502 through 1629 & 1501 ' n �s OR: 3903 PG: 28001 �' C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA -B- DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 9 OF 30 Point Number 1526, Northing, 686768.19, Easting, 516352.08 Point Number 1527, Northing, 686699.27, Easting, 516358.22 Point Number 1528, Northing, 686674.22, Easting, 516350.69 Point Number 1529, Northing, 686664.26, Easting, 516312.21 Point Number 1530, Northing, 686646.53, Easting, 516257.13 Point Number 1531, Northing, 686628.34, Easting, 516221.16 Point Number 1532, Northing, 686607.23, Easting, 516193.33 Point Number 1533, Northing, 686580.29, Easting, 516181.75 Point Number 1534, Northing, 686550.29, Easting, 516183.76 Point Number 1535, Northing, 686511.79, Easting, 516199.21 Point Number 1536, Northing, 686495.15, Easting, 516212.48 Point Number 1537, Northing, 686480.42, Easting, 516258.57 Point Number 1538, Northing, 686468.22, Easting, 516312.91 Point Number 1539, Northing, 686440.15, Easting, 516347.75 Point Number 1540, Northing, 686398.83, Easting,, 516368.60 Point Number 1541, Northing, 686369.08,E a 6 ; Point Number 1542, Northing, 686368J ' �1& Point Number 1543, Northing, 6846.1;16( tt''Sting, 516388:6 Point Number 1544, Northing, 6848,248, Easting, 516345.04 Point Number 1545, Northing, 66483Z'j5;-Eas^t1niiq,51624�.60 Point Number 1546, Northing, 0848h.0 Ung ,5161'5' .12 7,�2, Point Number 1547, North ing, 84 0,,,EgLLs� '=61a ,� Point Number 1548, North (ng,1684Q35 i it'i Point Number 1549, North mg,l684 7 78, 5a tiro 50 26� Point Number 1550, Northing, 3.76, Point Number 1551, Northing, i' 6,03.59, Easting, 51561V.35 Point Number 1552, Northing, 68*Ok1.39, Easting, 51558i"q Point Number 1553, Northing, 620, Easting, 515442 Q Point Number 1554, Northing, 68 6'8, O,Easting, 515406.11- Point Number 1555, Northing, 6848 ting, 515369r Point Number 1556, Northing, 684776.- B Ea 5 - Point Number 1557, Northing, 684724.46, t��� �k:2 Point Number 1558, Northing, 684685.09, Easting, 515281.20 Point Number 1559, Northing, 684663.35, Easting, 515219.47 Point Number 1560, Northing, 684635.58, Easting, 515166.35 Point Number 1561, Northing, 684615.96, Easting, 515136.74 Point Number 1562, Northing, 684575.96, Easting, 515102.98 Point Number 1563, Northing, 684647.15, Easting, 515081.28 Point Number 1564, Northing, 684787.79, Easting, 515056.38 Point Number 1565, Northing, 685177.93, Easting, 514985.69 Point Number 1566, Northing, 685360.11, Easting, 514957.32 Point Number 1567, Northing, 685418.86, Easting, 514929.60 Point Number 1568, Northing, 685529.57, Easting, 515005.15 Point Number 1569, Northing, 685621.80, Easting, 515094.80 Point Number 1570, Northing, 685703.57, Easting, 515166.01 321p005- 149569 Ve 01P- GLAND CAM 03312-007.000-- 0 n �s OR; 3903 PG; 2801 • 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA -B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 10 OF 30 Point Number 1571, Northing, 685737.75, Easting, 515254.26 Point Number 1572, Northing, 685738.50, Easting, 515374.49 Point Number 1573, Northing, 685734.98, Easting, 515520.12 Point Number 1574, Northing, 685776.41, Easting, 515608.55 Point Number 1575, Northing, 685835.89, Easting, 515701.07 Point Number 1576, Northing, 685885.19, Easting, 515764.19 Point Number 1577, Northing, 685975.01, Easting, 515802.80 Point Number 1578, Northing, 686028.91, Easting, 515825.97 Point Number 1579, Northing, 686109.25, Easting, 515806.05 Point Number 1580, Northing, 686179.06, Easting, 515771.31 Point Number 1581, Northing, 686290.27, Easting, 515675.65 Point Number 1582, Northing, 686361.74, Easting, 515571.74 Point Number 1583, Northing, 686419.23, Easting, 515445.64 Point Number 1584, Northing, 686458.14, Easting, 515337.29 Point Number 1585, Northing, 686514.49, Easting, 515258.51 Point Number 1586, Northing, 686535.17 Ea in 51515a'a7 Point Number 1587, Northing, 686518 8�ii5 d Point Number 1588, Northing, 68650 6 .testing, 515021'. Point Number 1589, Northing, 6866i..68, Easting, 514959.97 Point Number 1590, Northing, 66651 �:79-,-wEast+ng, 514861.50 Point Number 1591, Northing, 68651`4.4'4 Ming 514806",'Po Point Number 1592, Northing ,58649C , Easg, 51477- 6 Point Number 1593, Northing ,,11686044 I 9. 1 Point Number 1594, Northing--`:686424atin 49 89` Point Number 1595, Northing, EMOS,9: °° st> g, 4 0.85E Point Number 1596, Northing, �069,59.65, Easting, 514812.24 Point Number 1597, Northing, 5 6 ,k5.59, Easting, 51498 ',fl9 Point Number 1598, Northing, 66�-,64, 77, Easting, 515130 Point Number 1599, Northing, 684 6�6 Easting, 515207.92 Point Number 1600, Northing, 6869'21-acting, 515227..2fl Point Number 1601, Northing, 687340.07, E tr��,, 7d Point Number 1602, Northing, 687532.21, Easttr,,15 4:91" Point Number 1603, Northing, 687559.98, Easting, 515098.75 Point Number 1604, Northing, 687630.04, Easting, 514813.71 Point Number 1605, Northing, 687681.50, Easting, 514616.43 Point Number 1606, Northing, 687728.06, Easting, 514394.23 Point Number 1607, Northing, 687726.64, Easting, 514273.81 Point Number 1608, Northing, 687769.63, Easting, 514265.65 Point Number 1609, Northing, 687885.02, Easting, 514265.70 Point Number 1610, Northing, 688011.20, Easting, 514274.26 Point Number 1611, Northing, 688123.38, Easting, 514293.53 Point Number 1612, Northing, 688233.24, Easting, 514296.19 Point Number 1613, Northing, 688232.15, Easting, 514346.48 Point Number 1614, Northing, 688222.37, Easting, 514346.46 Point Number 1615, Northing, 688203.29, Easting, 514857.82 321/2005- 149669 Ve 01!-GLAND cud 03312-007-000-- 0 ''0 OR; 3903 PG: 2802 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 11 OF 30 Point Number 1616, Northing, 688203.09, Easting, 514866.24 Point Number 1617, Northing, 688200.88, Easting, 514954.36 Point Number 1618, Northing, 688199.64, Easting, 515119.76 Point Number 1619, Northing, 688199.20, Easting, 515252.11 Point Number 1620, Northing, 688195.82, Easting, 515436.53 Point Number 1621, Northing, 688195.72, Easting, 515442.29 Point Number 1622, Northing, 688195.61, Easting, 515456.34 Point Number 1623, Northing, 688201.01, Easting, 515583.66 Point Number 1624, Northing, 688200.38, Easting, 515609.53 Point Number 1625, Northing, 688198.35, Easting, 515693.72 Point Number 1626, Northing, 688178.92, Easting, 515799.28 Point Number 1627, Northing, 688201.90, Easting, 515897.42 Point Number 1628, Northing, 688199.75, Easting, 515986.34 Point Number 1629, Northing, 688181.24, Easting, 516053.69 Point Number 1501, Northing, 688154.78, Easting, 516099.69) (POINT OF BEGINNING); Containing 95.35 acres, more or less- �' :`ix Subject to easements and restrict iotrs,eeord�" Bearings are based on the south lrno�f r�ection 9, Township 4 out Range 29 East, Collier County, Florida, being South 89042'20" ^* j 321,2005-149569 V.. 01!-GLAND Cu 03312-007-000--0 OR; 3903 PG; 2803 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 12 OF 30 ALSO INCLUDING PARCEL B-3 All that part of Section 5 & 6, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 5, Township 49 South, Range 29 East, Collier County, Florida (Point Number 21, Northing, 696628.53, Easting, 509321.77); Thence South 19'11'15" East 4905.12 feet to the POINT OF BEGINNING (Point Number 1630, Northing, 691995.90, Easting, 510933.88); Thence in straight line segments through ,the, - inclusive) Point Number 1631, Northing, 691"85-4,44, Easting, 510945.16 Point Number 1632, Northing, 641755.54--"E-testing, 5w1093p,,48 Point Number 1633, Northing 916,87.0 10943. i7 Point Number 1634, Northing ,914�Es a997�49 Point Number 1635, Northing l691140S500 a t) g "T) x 3 Point Number 1636, North ing„69144 .09 kEatm,'g 51'1 °28:24 Point Number 1637, Northing,��$ � �;5116 Point Number 1638, Northing, i�77.46, Easting, 5112 .37 Point Number 1639, Northing, k92.31, Easting, 51131x6 Point Number 1640, Northing, 601-:! 34, Easting, 51134"2"'Ilbj, Point Number 1641, Northing, 69 44_ ,Easting, 511297.98 Point Number 1642, Northing, 6908 O,�asiting, 51129f� 1 Point Number 1643, Northing, 690814.�i, E,,'ciirip1 � $ Point Number 1644, Northing, 690715.30, � Aslir6, 5: 6 Point Number 1645, Northing, 690675.96, Easting, 511554.67 Point Number 1646, Northing, 690632.21, Easting, 511683.46 Point Number 1647, Northing, 690593.35, Easting, 511760.59 Point Number 1648, Northing, 690566.62, Easting, 511796.94 Point Number 1649, Northing, 690533.64, Easting, 511834.83 Point Number 1650, Northing, 690530.76, Easting, 511819.75 Point Number 1651, Northing, 690527.05, Easting, 511795.57 Point Number 1652, Northing, 690501.01, Easting, 511795.57 Point Number 1653, Northing, 690482.42, Easting, 511808.59 Point Number 1654, Northing, 690461.04, Easting, 511801.15 Point Number 1655, Northing, 690439.65, Easting, 511793.72 Point Number 1656, Northing, 690430.16, Easting, 511792.45 Point Number 1657, Northing, 690411.76, Easting, 511790.00 3121/2005- 149569 Vw 01!-GLAND CAW 03312-007-000--0 Points 1631 through 1746 & 1630 n s OR; 3903 PG; 2804 • 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 13 OF 30 Point Number 1658, Northing, 690366.78, Easting, 511788.67 Point Number 1659, Northing, 690348.54, Easting, 511788.14 Point Number 1660, Northing, 690263.02, Easting, 511782.56 Point Number 1661, Northing, 690241.85, Easting, 511778.53 Point Number 1662, Northing, 690223.97, Easting, 511775.12 Point Number 1663, Northing, 690204.44, Easting, 511772.48 Point Number 1664, Northing, 690155.17, Easting, 511765.83 Point Number 1665, Northing, 690054.14, Easting, 511739.94 Point Number 1666, Northing, 689455.02, Easting, 511701.55 Point Number 1667, Northing, 689234.17, Easting, 511687.40 Point Number 1668, Northing, 689133.86, Easting, 511680.90 Point Number 1669, Northing, 689901.80, Easting, 510453.77 Point Number 1670, Northing, 690808.27, Easting, 509022.73 Point Number 1671, Northing, 691492.31, Easting, 507965.18 Point Number 1672, Northing, 691826.70, Eastingw,607419.60 Point Number 1673, Northing, 691890.99, EM in4'70' Point Number 1674, Northing, 692016,87�_$6 Point Number 1675, Northing, 6920a22,4(p, ,,. asting1 507132:51 Point Number 1676, Northing, 692625, Easting, 507164.50 Point Number 1677, Northing, 6 204Z: sti , 507194.10 Point Number 1678, Northing,9207.6^'�ting,5073.i8 Point Number 1679, Northing, 9206Lxas ' 72 42 Point Number 1680, Northing J692 J5 71 �a tir ,i l 3. i Point Number 1681, Northing 692173�02 to tm3g 7 9�6.70, Point Number 1682, Northing,692 66 Earg 733.47E Point Number 1683, Northing, 0�438.41, Easting, 50748.67 Point Number 1684, Northing, 60?t,4,Q.85, Easting, 50745,"Q Point Number 1685, Northing, 640�k;(66, Easting, 507491''6 Point Number 1686, Northing, 69 �2_,b�t,Easting, 507549.81 Point Number 1687, Northing, 6923 Acli�,,�:,asting, 507581:3 Point Number 1688, Northing, 69234,00E � F? Point Number 1689, Northing, 692339.85, µEast -, ;fl J:90 Point Number 1690, Northing, 692281.03, Easting, 507738.21 Point Number 1691, Northing, 692272.92, Easting, 507760.80 Point Number 1692, Northing, 692244.23, Easting, 507840.65 Point Number 1693, Northing, 692212.95, Easting, 507842.97 Point Number 1694, Northing, 692169.71, Easting, 507823.23 Point Number 1695, Northing, 692102.33, Easting, 507839.02 Point Number 1696, Northing, 692069.86, Easting, 507839.02 Point Number 1697, Northing, 692046.43, Easting, 507874.16 Point Number 1698, Northing, 692030.34, Easting, 507912.23 Point Number 1699, Northing, 692006.91, Easting, 507945.92 Point Number 1700, Northing, 691990.80, Easting, 507992.76 Point Number 1701, Northing, 691980.54, Easting, 508026.45 Point Number 1702, Northing, 691967.38, Easting, 508055.72 3t21/2005- 149569 Vw 011-GUWD CAM 03312-007-000- - 0 Ml OR; 3903 PG; 2805 + DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5.9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA -B- DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 14 OF 30 Point Number 1703, Northing, 691952.73, Easting, 508080.62 Point Number 1704, Northing, 691936.63, Easting, 508098.19 Point Number 1705, Northing, 691917.60, Easting, 508139.18 Point Number 1706, Northing, 691916.13, Easting, 508166.99 Point Number 1707, Northing, 691921.99, Easting, 508200.67 Point Number 1708, Northing, 691935.16, Easting, 508222.65 Point Number 1709, Northing, 691965.40, Easting, 508229.97 Point Number 1710, Northing, 691966.23, Easting, 508231.90 Point Number 1711, Northing, 691996.53, Easting, 508270.24 Point Number 1712, Northing, 692039.68, Easting, 508293.27 Point Number 1713, Northing, 692092.06, Easting, 508322.69 Point Number 1714, Northing, 692116.33, Easting, 508351.63 Point Number 1715, Northing, 692080.58, Easting, 508410.35 Point Number 1716, Northing, 691869.81, Easting, 508721.87 Point Number 1717, Northing, 691776.18, Easting, 508860.34 Point Number 1718, Northing, 691756.18, E rn� 89 :27 Point Number 1719, Northing, 691749fi Point Number 1720, Northing, 6917,66 -�*-IEasting, 509007:2 Point Number 1721, Northing, 69149'J38Easting, 509033.15 Point Number 1722, Northing, 6 1787"" E-astinq, 50905Q.,06 Point Number 1723, Northing, esf.93 Point Number 1724, Northing 6176�S ,�E � Point Number 1725, Northing =691�74�3klK �itir g, 5 3 Point Number 1726, Northm 691'0 .58 g,1(raft( r�g9�3i:25k Point Number 1727, NorthingAM s 1ri ' 69"�3.1 ! L Point Number 1728, Northing, 9i81.97, Easting, 509267.26 ( rF Point Number 1729, Northing, k0q' 1.71, Easting, 5092� a Point Number 1730, Northing, 64 43, Easting, 509301164 Point Number 1731, Northing, 69 �A'*.,-,'E'asting, Easting, 509328.6Point Number 1732, Northing, 692509379:9'8,' " Point Number 1733, Northing, 692189.E"F Point Number 1734, Northing, 692235.07, 4 -:'a" 4 , Point Number 1735, Northing, 692283.34, Easting, 509587.24 Point Number 1736, Northing, 692284.12, Easting, 509635.96 Point Number 1737, Northing, 692270.46, Easting, 509741.65 Point Number 1738, Northing, 692245.32, Easting, 509863.51 Point Number 1739, Northing, 692226.02, Easting, 509924.46 Point Number 1740, Northing, 692191.22, Easting, 510034.98 Point Number 1741, Northing, 692180.37, Easting, 510081.76 Point Number 1742, Northing, 692169.06, Easting, 510130.80 Point Number 1743, Northing, 692158.32, Easting, 510177.19 Point Number 1744, Northing, 692164.33, Easting, 510233.02 Point Number 1745, Northing, 692081.01, Easting, 510624.26 Point Number 1746, Northing, 692031.11, Easting, 510852.96 Point Number 1630, Northing, 691995.90, Easting, 510933.88 (POINT OF BEGINNING) 3'21/2005-149569 Vw 01!-GLAND 03312-007-000- - 0 I OR; 3903 PG; 11.806 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA-B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 15 OF 30 Containing 143.36 acres, more or less Subject to easements and restrictions of record. Bearings are based on the north line of Section 6, Township 49 South, Range 29 East, Collier County, Florida, being North 86057'52" East. LESS & EXCEPT FROM PARCEL B-3 THE FOLLOWING PARCEL PARCEL B-3-1 All that part of Section 5 & 6, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of S""ttc5T owsh)p 49 South, Range 29 East, Collier County, Florida (Point Number21, Northing, 696 2 � ast+nc��64,$ 77); Thence South 19'11'15" East 4905,1 f f°'to a point (Point liar - 1630, Northing, 691995.90, Easting, 510933.88); Thence in straight line segments thrbug inclusive) ,JI es (Points 1 P31 through 1664 & 1747 Point Number 1630,Northing, iG91 5 90 Ea t(n6 51,0q a18' 8 x Point Number 1631,Northing, 1 5 1 a � 510 J 5.18 Point Number 1632,Northing, 6�i7f�5.54, Easting, 510935,A8 Point Number 1633,Northing, 6�7.06, Easting, 51094�1167 Point Number 1634,Northing, 64-T 44p8, Easting, 51094 Point Number 1635,Northing, 6914 5x Easting, 511043.90 Point Number 1636,Northing, 6914 asting, 51112a 24 Point Number 1637,Northing, 691393. , E s r 51f Point Number 1638,Northing, 691377.46, l=asta, Point Number 1639,Northing, 691362.31, Easting, 511314.68 Point Number 1640,Northing, 691340.34, Easting, 511342.91 Point Number 1641,Northing, 690944.62, Easting, 511297.98 Point Number 1642,Northing, 690867.02, Easting, 511296.10 Point Number 1643,Northing, 690814.41, Easting, 511331.80 Point Number 1644,Northing, 690715.30, Easting, 511455.56 Point Number 1645,Northing, 690675.96, Easting, 511554.67 Point Number 1646,Northing, 690632.21, Easting, 511683.46 Point Number 1647,Northing, 690593.35, Easting, 511760.59 Point Number 1648,Northing, 690566.62, Easting, 511796.94 Point Number 1649,Northing, 690533.64, Easting, 511834.83 Point Number 1650,Northing, 690530.76, Easting, 511819.75 Point Number 1651,Northing, 690527.05, Easting, 511795.57 3QV2005-149569 Ver: 011-GLAND Drat 03312-007-000. - 0 OR: 3903 PG: 2807 DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "8" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 16 OF 30 Point Number 1652,Northing, 690501.01, Easting, 511795.57 Point Number 1653,Northing, 690482.42, Easting, 511808.59 Point Number 1654,Northing, 690461.04, Easting, 511801.15 Point Number 1655,Northing, 690439.65, Easting, 511793.72 Point Number 1656,Northing, 690430.16, Easting, 511792.45 Point Number 1657,Northing, 690411.76, Easting, 511790.00 Point Number 1658,Northing, 690366.78, Easting, 511788.67 Point Number 1659,Northing, 690348.54, Easting, 511788.14 Point Number 1660,Northing, 690263.02, Easting, 511782.56 Point Number 1661,Northing, 690241.85, Easting, 511778.53 Point Number 1662,Northing, 690223.97, Easting, 511775.12 Point Number 1663,Northing, 690204.44, Easting, 511772.48 Point Number 1664,Northing, 690155.17, Easting, 511765.83 Point Number 1747,Northing, 690124.82, Easting, 511589.39 (POINT OF BEGINNING) Thence in straight line segments through tbe T � tc'E inclusive) i N Point Number 1748,Northing, 6900681 Easting, 511566.77 Point Number 1749,Northing, 69,0037,, 0; -Ea ,nq, 511550.31 Point Number 1750,North(ng, 6 002 .74;°�ng _115 '0 4)2 Point Number 1751,Northing, 6a900�0.36, East6c, 5 1.467 7 Point Number 1752,Northing, M Point Number 1753,Northing, 00 7 asiinq, �,l "9 0 Point Number 1754,Northing, i839 5?13b�.08 Point Number 1755,Northing, 6�99�0.76, Easting, 511278 01 Point Number 1756,Northing, 6A4 .99, Easting, 51123 Point Number 1757,Northing, 61, Easting, 511176:3 r, Point Number 1758,Northing, 690 8,'Easting, 511141.97 Point Number 1759,Northing, 69000 °fasting 511099 ,24 9 Point Number 1760,Northing, 689987.3S,,Ea's't[n 5 "� � 5 Point Number 1761,Northing, 689984.31, s� 5---i 0 1µ4 Point Number 1762,Northing, 689973.25, Easting, 510992.54 Point Number 1763,Northing, 689954.84, Easting, 510945.04 Point Number 1764,Northing, 689978.92, Easting, 510918.31 Point Number 1765,Northing, 690018.63, Easting, 510891.73 Point Number 1766,Northing, 690034.79, Easting, 510868.70 Point Number 1767,Northing, 690031.80, Easting, 510829.39 Point Number 1768,Northing, 690040.66, Easting, 510786.45 Point Number 1769,Northing, 690076.88, Easting, 510740.48 Point Number 1770,Northing, 690093.53, Easting, 510697.73 Point Number 1771,Northing, 690114.20, Easting, 510651.19 Point Number 1772,Northing, 690146.44, Easting, 510608.82 Point Number 1773,Northing, 690178.21, Easting, 510586.15 Point Number 1774,Northing, 690209.12, Easting, 510586.92 3121/2005- 149569 Vw 011-GLAND C� 03312-007-000- - 0 (Points 1748 through 1816 & 1747 _- OR: 3903 PG: 2808 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA -B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 17 OF 30 Point Number 1775,Northing, 690227.38, Easting, 510532.15 Point Number 1776,Northing, 690245.75, Easting, 510482.29 Point Number 1777,Northing, 690256.24, Easting, 510435.06 Point Number 1778,Northing, 690240.50, Easting, 510382.57 Point Number 1779,Northing, 690224.75, Easting, 510369.45 Point Number 1780,Northing, 690190.64, Easting, 510353.71 Point Number 1781,Northing, 690159.15, Easting, 510351.08 Point Number 1782,Northing, 690118.80, Easting, 510345.11 Point Number 1783,Northing, 690137.91, Easting, 510314.80 Point Number 1784,Northing, 690174.80, Easting, 510241.31 Point Number 1785,Northing, 690191.53, Easting, 510194.67 Point Number 1786,Northing, 690201.74, Easting, 510173.12 Point Number 1787,Northing, 690207.98, Easting, 510159.93 Point Number 1788,Northing, 690239.75, Easting, 510137.07 Point Number 1789,Northing, 690253.02, Easting,w510124.45 Point Number 1790,Northing, 690271.76 Fa t'nc��1 ,- Point Number 1791,Northing, 690300 7, i a Point Number 1792 Northin 6903 �astin 9, g, 510048:84 Point Number 1793,Northing, 690348 72,,"Easting, 509990.96 Point Number 1794,Northing, 6903654aat+, 509974.87 Point Number 1795,Northing, 60033�1.66",Ewing 509955 9 Point Number 1796,North(ng,�9045a� 59 � Point Number 1797,Northing,M446A' 46 6sn0 Point Number 1798,Northing, 1, �asfincg, & £:b5 1` ( Point Number 1799,Northing, 9i7 I..... iQ37i 7.84 i Point Number 1800,Northing, �05�2.38, Easting, 5098.76 Point Number 1801,Northing, 6O,�§.41, Easting, 509883$ Point Number 1802,Northing, 66)* 1, Easting, 509998: s Point Number 1803,Northing, 690 1_1 Easting, 510051.12 r Point Number 1804,Northing, 690648�sng, 510077�F Point Number 1805,Northing, 690658.K EastItr)q,,,'i 49 Point Number 1806,Northing, 690672.33, Eas�µ5'0 ( 98 Point Number 1807,Northing, 690689.46, Easting, 510226.87 Point Number 1808,Northing, 690688.28, Easting, 510275.12 Point Number 1809,Northing, 690687.04, Easting, 510327.08 Point Number 1810,Northing, 690715.27, Easting, 510383.44 Point Number 1811,Northing, 699702.93, Easting, 510435.13 Point Number 1812,Northing, 690679.17, Easting, 510501.33 Point Number 1813,Northing, 690669.29, Easting, 510524.31 Point Number 1814,Northing, 690592.97, Easting, 510703.26 Point Number 1815,Northing, 690390.99, Easting, 511106.43 Point Number 1816,Northing, 690213.11, Easting, 511432.30 Point Number 1747,Northing, 690124.82, Easting, 511589.39 (POINT OF BEGINNING) Containing 15.38 acres, more or less 372112005- 149569 Vw 01'- GLAND cA$U 033 1 2-007-000- 0 OR; 3903 PG; 2809 • 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 8 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA -6- DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 18 OF 30 Subject to easements and restrictions of record. Bearings are based on the north line of Section 6, Florida, being North 86°57'52" East. ALSO INCLUDING Township 49 South, Range 29 East, Collier County, PARCEL B-4 NET ACREAGE: B-3 ACREAGE 143.36 B 3-1 ACREAGE —15.38 B-3 NET ACREAGE 127.98 All that part of Section 7 & 8, Township 49 South,u,,Range 29 East, Collier County, Florida being more particularly described as follows; a ,.<' COMMENCING at the southeast ccr�i,f Sect(onM8,mTown""s*south, Range 29 East, Collier County, Florida (Point Number 7, Northin9 662666.81, Easting, 51607 4); Thence along the south line of s(d Seton South 89°52'06" West 1975.27 feet to the POINT OF BEGINNING (Point Number 1 & 7, North g C82902.27 9asting, 51410 .67) Thence continue along the south 1(6e of said 8e(*ioh 0 ;,5Tth (Point Number 1818, Northing,$�8 1A5.7 .�M Thence leaving said south lineki S; aight line segments throuc through 2035 & 1817 inclusive);7, Point Number 1819, Northing, 68 1 .Easting, 512156.30 Point Number 1820, Northing9b , 6834 �(, nE��tmg, 51214�� � Point Number 1821, Northing, 683714#,t,",18 Point Number 1822, Northing, 683718.17 � 4E'�1:7b Point Number 1823, Northing, 683720.20, Easting, 512007.82 Point Number 1824, Northing, 683721.77, Easting, 511942.57 Point Number 1825, Northing, 683702.84, Easting, 511864.20 Point Number 1826, Northing, 683705.66, Easting, 511839.60 Point Number 1827, Northing, 683697.28, Easting, 511802.09 Point Number 1828, Northing, 683670.09, Easting, 511773.46 Point Number 1829, Northing, 683618.36, Easting, 511734.90 Point Number 1830, Northing, 683565.42, Easting, 511746.06 Point Number 1831, Northing, 683522.16, Easting, 511741.89 Point Number 1832, Northing, 683482.21, Easting, 511728.49 Point Number 1833, Northing, 683456.72, Easting, 511722.16 Point Number 1834, Northing, 683357.52, Easting, 511481.26 Point Number 1835, Northing, 683322.45, Easting, 511366.50 321/2005- 149569 Ve 01�'- GLAND C.Q 03312-007-000- - 0 2 OQi West 1947.93 feet to a point e fbibwing vertices (Points 1819 OR: 3903 PG: 2810 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA -B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 19 OF 30 Point Number 1836, Northing, 683330.12, Easting, 511309.74 Point Number 1837, Northing, 683343.34, Easting, 511284.75 Point Number 1838, Northing, 683450.85, Easting, 511271.54 Point Number 1839, Northing, 683731.60, Easting, 511265.69 Point Number 1840, Northing, 683785.54, Easting, 511251.17 Point Number 1841, Northing, 683795.30, Easting, 511238.75 Point Number 1842, Northing, 683808.82, Easting, 511210.88 Point Number 1843, Northing, 683805.44, Easting, 511210.53 Point Number 1844, Northing, 683802.11, Easting, 511087.04 Point Number 1845, Northing, 683811.12, Easting, 510843.65 Point Number 1846, Northing, 683805.45, Easting, 510555.60 Point Number 1847, Northing, 683800.76, Easting, 510226.44 Point Number 1848, Northing, 683805.74, Easting, 510150.63 Point Number 1849, Northing, 683799.97, Easting, 510128.34 Point Number 1850, Northing, 683768.62, Easting,510121.25 Point Number 1851, Northing, 683721.58,p 5 01 Q;E Point Number 1852, Northing, 683684�6 9 Point Number 1853, Northing, 6836E3 ,.fasting, 510039:`N: Point Number 1854, Northing, 6836� , k1, Easting, 509988.71 Point Number 1855, Northing, 6P36442 Easting 509918.91 Point Number 1856, Northing, C3643.0;�tmg �53 05 Point Number 1857, Northing 03640 69 E s a0 Point Number 1858, North ing_d683034ii J17ap it 9 8. Point Number 1859, Northing `683 25�38 a tmg 95&"i 2", Point Number 1860, Northing,Ona ' E sta g, 096$5 23G Point Number 1861, Northing, � 3657.80, Easting, 50956=4.26 Point Number 1862, Northing, ,35;6 .43, Easting, 50955 ' 1 Point Number 1863, Northing, 66� � 52, Easting, 50956 0 Point Number 1864, Northing, 68 5.)4 Easting, 509457.25 Point Number 1865, Northing, 683�4.1, Ming, 509400��A7` Point Number 1866, Northing, 683653:2 ,En ifl� �19, Point Number 1867, Northing, 683653.49 %aa-ll 5 9 -4 96 Point Number 1868, Northing, 683654.49, Easting, 509099.71 Point Number 1869, Northing, 683645.01, Easting, 508969.75 Point Number 1870, Northing, 683635.15, Easting, 508855.62 Point Number 1871, Northing, 683654.02, Easting, 508726.36 Point Number 1872, Northing, 683646.70, Easting, 508637.59 Point Number 1873, Northing, 683688.12, Easting, 508619.62 Point Number 1874, Northing, 683741.77, Easting, 508617.75 Point Number 1875, Northing, 683934.58, Easting, 508597.11 Point Number 1876, Northing, 684095.13, Easting, 508607.33 Point Number 1877, Northing, 684108.98, Easting, 508597.41 Point Number 1878, Northing, 684120.81, Easting, 508588.97 Point Number 1879, Northing, 684154.83, Easting, 508493.82 Point Number 1880, Northing, 684156.23, Easting, 508494.15 321/2005- 149569 Ve 011- GLAND C./ 03312-007-000,- 0 OR; 3903 PG; 2811 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5.9, TOWNSHIP 49 SOUTH. RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 20 OF 30 Point Number 1881, Northing, 684219.76, Easting, 508391.19 Point Number 1882, Northing, 684268.32, Easting, 508313.09 Point Number 1883, Northing, 684283.46, Easting, 508281.02 Point Number 1884, Northing, 684313.81, Easting, 508213.29 Point Number 1885, Northing, 684311.94, Easting, 508210.93 Point Number 1886, Northing, 684368.31, Easting, 508129.87 Point Number 1887, Northing, 684414.56, Easting, 508042.40 Point Number 1888, Northing, 684463.73, Easting, 507964.49 Point Number 1889, Northing, 684512.77, Easting, 507892.91 Point Number 1890, Northing, 684555.39, Easting, 507824.34 Point Number 1891, Northing, 684591.04, Easting, 507784.08 Point Number 1892, Northing, 684627.15, Easting, 507724.84 Point Number 1893, Northing, 684656.27, Easting, 507693.90 Point Number 1894, Northing, 684714.51, Easting, 507632.03 Point Number 1895, Northing, 684762.69, Easting, 507595.23 Point Number 1896, Northing, 684813.95,E 75.67 Point Number 1897, Northing, 684833 Point Number 1898, Northing, 684815 �asting, 507502`.5 Point Number 1899, Northing, 6846 - ; , Easting, 507499.15 Point Number 1900, Northing, 60490 4; East1¢tc M507446.89 Point Number 1901, Northing 849 '99 �t(ng, 507��.�0 Point Number 1902, Northing ,b8446Q ,',,E� 72,. Point Number 1903, Northing 685,prlZ`8 l a$'ir g,\5 4 1 Point Number 1904, Northing, 6852.56 aitirg, Point Number 1905, Northing, 11'1°rsiq 77.7 Point Number 1906, Northing, " f36.28, Easting, 5071 .99 Point Number 1907, Northing, k 'i;41.44, Easting, 50707 'k 6 Point Number 1908, Northing, 685=�16, Easting, 507047 Point Number 1909, Northing, 68 *4. Easting, 507018.37 41 Point Number 1910, Northing, 68515� Easting, 506954 � Point Number 1911, Northing, 685160." Point Number 1912, Northing, 685162.10, Eakl6, Point Number 1913, Northing, 685171.51, Easting, 506725.12 Point Number 1914, Northing, 685172.98, Easting, 506664.35 Point Number 1915, Northing, 685197.58, Easting, 506621.02 Point Number 1916, Northing, 685231.14, Easting, 506625.21 Point Number 1917, Northing, 685274.88, Easting, 506626.27 Point Number 1918, Northing, 685328.39, Easting, 506641.08 Point Number 1919, Northing, 685368.52, Easting, 506652.19 Point Number 1920, Northing, 685448.70, Easting, 506677.78 Point Number 1921, Northing, 685512.21, Easting, 506696.21 Point Number 1922, Northing, 685555.71, Easting, 506707.40 Point Number 1923, Northing, 685675.94, Easting, 506747.47 Point Number 1924, Northing, 685692.65, Easting, 506753.17 Point Number 1925, Northing, 685836.22, Easting, 506802.02 3/21/2005- 149569 Ve 01--GLAND CA.. 03312-007-000- 0 n OR; 3903 PG; 2812 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 21 OF 30 Point Number 1926, Northing, 685979.43, Easting, 506866.30 Point Number 1927, Northing, 686073.78, Easting, 506907.65 Point Number 1928, Northing, 685818.91, Easting, 507284.13 Point Number 1929, Northing, 684888.64, Easting, 508733.96 Point Number 1930, Northing, 685604.91, Easting, 509217.14 Point Number 1931, Northing, 685591.53, Easting, 509240.63 Point Number 1932, Northing, 685736.27, Easting, 509324.16 Point Number 1933, Northing, 686084.38, Easting, 509531.92 Point Number 1934, Northing, 686137.34, Easting, 509558.51 Point Number 1935, Northing, 686162.45, Easting, 509514.45 Point Number 1936, Northing, 686253.47, Easting, 509580.31 Point Number 1937, Northing, 686309.58, Easting, 509606.98 Point Number 1938, Northing, 686344.69, Easting, 509588.85 Point Number 1939, Northing, 686365.12, Easting, 509526.07 Point Number 1940, Northing, 686369.04, Easting, 509494.52 Point Number 1941, Northing, 686397.70 playa�ok5�.9 4$ :56 Point Number 1942, Northing, 686426,E Point Number 1943, Northing, 686453 tasting, 50944t.4 Point Number 1944, Northing, 68649,4, -8; Easting, 509468.36 Point Number 1945, Northing, 68650Q:"J..&, acting, 509459.34 Point Number 1946, Northing, 0,86538.8411 �tmg, 50g,479.'96 Point Number 1947, Northing 686 97, ',Eas�k, Point Number 1948, Northing '68694,2Valiig5�5 Point Number 1949, Northing 686 39017 tasting, i 9d0:' Point Number 1950, Northing, 08f) 9.,54;"Lakit q �A9 55.23 Point Number 1951, Northing, � 40._30, Easting, 5096iJ4.33 Point Number 1952, Northing, i89,22.31, Easting, 5096�J3 Point Number 1953, Northing, 6$.� 71, Easting, 509663�,64 Point Number 1954, Northing, 68�('3.4-4,Easting, 509637.05 Point Number 1955, Northing, 68704,9 0, Easting 509602.51", Point Number 1956, Northing, 687085: t Jty1- Point Number 1957, Northing, 687111.23, Eatr 04�5.9 Point Number 1958, Northing, 687096.60, Easting, 509442.32 Point Number 1959, Northing, 687050.33, Easting, 509409.72 Point Number 1960, Northing, 687011.61, Easting, 509389.12 Point Number 1961, Northing, 686953.87, Easting, 509344.42 Point Number 1962, Northing, 686884.19, Easting, 509307.33 Point Number 1963, Northing, 686685.84, Easting, 509182.50 Point Number 1964, Northing, 687015.03, Easting, 508691.68 Point Number 1965, Northing, 687308.94, Easting, 508253.45 Point Number 1966, Northing, 687899.19, Easting, 508619.45 Point Number 1967, Northing, 687761.50, Easting, 508890.47 Point Number 1968, Northing, 687666.47, Easting, 509031.23 Point Number 1969, Northing, 687653.69, Easting, 509050.17 Point Number 1970, Northing, 687628.04, Easting, 509088.73 3'212005- 149569 Ver 01]-GLAND caw 03312-007-000- 0 n OR; 3903 PG; 2813 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA -B- DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 22 OF 30 Point Number 1971, Northing, 687084.31, Easting, 509905.91 Point Number 1972, Northing, 686435.98, Easting, 510922.04 Point Number 1973, Northing, 686416.89, Easting, 510996.78 Point Number 1974, Northing, 686355.45, Easting, 510965.51 Point Number 1975, Northing, 686350.26, Easting, 510962.77 Point Number 1976, Northing, 686218.82, Easting, 510884.82 Point Number 1977, Northing, 686082.25, Easting, 510797.09 Point Number 1978, Northing, 685983.28, Easting, 510733.52 Point Number 1979, Northing, 685418.71, Easting, 510405.06 Point Number 1980, Northing, 685253.14, Easting, 510279.06 Point Number 1981, Northing, 685052.41, Easting, 510186.33 Point Number 1982, Northing, 685050.16, Easting, 510190.27 Point Number 1983, Northing, 685033.56, Easting, 510224.66 Point Number 1984, Northing, 684994.66, Easting, 510306.66 Point Number 1985, Northing, 684963.81, Easting, 510371.69 Point Number 1986, Northing, 684867.49 Ea$ 4rig5 05?5:0, Point Number 1987, Northing, 6847951�O,�S�r Point Number 1988, Northing, 68463I" fasting, 511091:1 Point Number 1989, Northing, 684568 Easting, 511238.30 Point Number 1990, Northing, 6p463Q,."4 East g, 511268.47 Point Number 1991, Northing, gb4636.9 �tmg, 51173 Point Number 1992, Northing 684Qr ,5 ash, 5 31 £ 7 Point Number 1993, Northing4� �80 �1 a iI 1 2. Point Number 1994, Northing, 3684 j21181 a tin- 1)13 Point Number 1995, Northing )ia84.�18s�g, 51(7.21 Point Number 1996, Northing,}4796.51, Easting, 51142 .53 Point Number 1997, Northing, ;4�34.79, Easting, 511438 Point Number 1998, Northing, 6$4ro28, Easting, 511435 Point Number 1999, Northing, 68405 86,,,Easting, 511446.25 Point Number 2000, Northing, 6849 !! it aStting, 511535-56 Point Number2001, Northing, 684950'4 , E jif,19 I Point Number 2002, Northing, 684949.89,11 a" 14 Point Number 2003, Northing, 684961.73, Easting, 511666.11 Point Number 2004, Northing, 684989.78, Easting, 511736.43 Point Number 2005, Northing, 685007.69, Easting, 511816.43 Point Number 2006, Northing, 685048.22, Easting, 511916.90 Point Number 2007, Northing, 685078.92, Easting, 512013.80 Point Number 2008, Northing, 685122.27, Easting, 512134.22 Point Number 2009, Northing, 685140.18, Easting, 512214.22 Point Number 2010, Northing, 685185.37, Easting, 512258.43 Point Number 2011, Northing, 684960.49, Easting, 512301.06 Point Number 2012, Northing, 684777.41, Easting, 512321.60 Point Number 2013, Northing, 684548.78, Easting, 512349.11 Point Number 2014, Northing, 684442.79, Easting, 512359.82 Point Number 2015, Northing, 684419.19, Easting, 512379.13 3121/20D5-149569 Vw Oil- GLAND caw 03312-007-000- - 0 OR; 3903 PG; 2814 17C C va DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 23 OF 30 Point Number 2016, Northing, 684309.42, Easting, 512409.62 Point Number 2017, Northing, 684263.91, Easting, 512412.66 Point Number 2018, Northing, 683987.52, Easting, 512741.70 Point Number 2019, Northing, 683993.58, Easting, 512833.03 Point Number 2020, Northing, 684026.54, Easting, 513007.90 Point Number 2021, Northing, 684031.90, Easting, 513016.40 Point Number 2022, Northing, 684016.81, Easting, 513068.80 Point Number2023, Northing, 684032.31, Easting, 513196.63 Point Number 2024, Northing, 684056.52, Easting, 513349.55 Point Number 2025, Northing, 684078.39, Easting, 513530.73 Point Number 2026, Northing, 684076.79, Easting, 513536.55 Point Number 2027, Northing, 684077.14, Easting, 513536.89 Point Number 2028, Northing, 684069.71, Easting, 513573.68 Point Number 2029, Northing, 684074.91, Easting, 513614.22 Point Number 2030, Northing, 684078.52, Easting, 513623.96 Point Number 2031, Northing, 684005.54, .E +36A3 Point Number 2032, Northing, 683930,E�- y 516e Point Number 2033, Northing, 68369� Ing, 51380 '.6 , Point Number 2034, Northing, 6834, , Easting, 514019.92 Point Number 2035, Northing, 6P3293 :$4—East+ng, 514096.49 � Point Number 1817, Northing, f 82902.2' ; E ting, 512rf'O (POI Containing 265.52 acres, mor or , Subject to easements and resrictins'of re5coc Bearings are based on the sotfhlii deco Florida, being Section 8 South°52'06" West. 121/2005- 149569 Ver. 011-GLAND C- 03312-007-000- 0 BEGINNING) nge 29 East, Collier County, OR; 3903 PG; 2815 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 24 OF 30 LESS & EXCEPT FROM PARCEL B-4 THE FOLLOWING PARCEL PARCEL B-4-1 All that part of Section 7, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southeast corner of Section 7, Township 49 South, Range 29 East, Collier County, Florida (Point Number 8, Northing, 682894.54, Easting, 510737.97); Thence along the south line of said Section 7, North 89049'43" West 705.66 feet to a point (Point Number 2036, Northing, 682896.65,Easting, 510032.31); Thence leaving said south line North 00'1017" East 2617.45 feet to the POINT OF BEGINNING (Point Number 2037, Northing, 685514.09,Eastirtg;1) Thence in straight line segments thrdgb 6-following ve inclusive) # Point Number 2038, Northing, P'85542.6G,�t(ng 510 3�4.$1 Point Number 2039, Northing,8558( fi4xa�g, 5002 Point Number 2040, North ing,1"685 �WEa in 1 2. 4 Point Number 2041, Northing � 685 29.99 lta tmg Point Number2042, Northing, 6�5 24 `6, s 51 9.98 ,0 .. Point Number 2043, Northing,�2.47,Eastmg, 5101.87 Point Number 2044, Northing, *14,2.88,Easting, 51014 1s7 Point Number 2045, Northing, 6�*5,89,Easting, 510178: Point Number 2046, Northing, 685.4�Easting, 510197.15 Point Number 2047, Northing, 6856 9asting, 510235,25 Point Number 2048, Northing, 685597: �E 47 Point Number 2049, Northing, 685580.77 1 50�22 Point Number 2050, Northing, 685555.19,Easting, 510297.41 Point Number2051, Northing, 685530.20,Easting, 510287.32 Point Number 2052, Northing, 685508.68,Easting, 510264.66 Point Number 2053, Northing, 685480.48,Easting, 510257.64 Point Number 2054, Northing, 685452.65,Easting, 510234.82 Point Number 2055, Northing, 685432.84,Easting, 510216.93 Point Number 2056, Northing, 685448.32,Easting, 510202.28 Point Number 2057, Northing, 685453.38,Easting, 510178.59 Point Number 2058, Northing, 685475.39,Easting, 510139.67 Point Number 2059, Northing, 685495.69,Easting, 510095.68 Point Number 2037, Northing, 685514.09,Easting, 510040.15 Containing 0.75 acres, more or less 3/2112005- 149569 V. 011- GLAND CA.. 03312-007-000- - 0 n 2038 through 2059 & 2037 �' OR; 3903 PG; 2816 17C - DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 25 OF 30 Subject to easements and restrictions of record. Bearings are based on the north line of Section 7, Florida, being North 89°49'43" West. Township 49 South, Range 29 East, Collier County, LESS & EXCEPT FROM PARCEL B-4 THE FOLLOWING PARCEL PARCEL B-4-2 All that part of Section 7, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southeast corner of Section 7, Township 49 South, Range 29 East, Collier County, Florida (Point Number 8, Northing, 682894.54, Easting, 510737.97); Thence along the south line of said Number 2061, Northing, 682897.8E Thence leaving said south line Nort Number 2062, Northing, 68537,d.08 1116.29 feet to a point (Point 1.69); ast 2472.21 feet"to the POINT OF BEGINNING (Point Thence in straight line segments th04` [ I6 fbll w n ' ti e, ( !! tS 2003 through 2076 & 2062 inclusive) Y - x ` Va"S Point Number 2063, Northing, §54z90.50, Easting 5094 7.85 Point Number 2064, Northing, 6 Easting, 50946 A0 s° Point Number 2065, Northing, 6600q0, Easting, 5096781,89 �> Point Number 2066, Northing, 68 6�.07,Easting, 509840.70 , ,-' Point Number2067, Northing, 686�'7�,:fasting, 509866:t5 '� . Point Number 2068, Northing, 686157.14, Point Number 2069, Northing, 686117.45, 4Ea�fl�:50 Point Number 2070, Northing, 686054.77, Easting, 510107.03 Point Number 2071, Northing, 686015.43, Easting, 510169.36 Point Number 2072, Northing, 685943.98, Easting, 510256.22 Point Number 2073, Northing, 685701.78, Easting, 510101.65 Point Number 2074, Northing, 685813.25, Easting, 509924.00 Point Number 2075, Northing, 685813.71, Easting, 509905.03 Point Number 2076, Northing, 685590.27, Easting, 509757.24 Point Number 2062, Northing, 685370.08, Easting, 509629.09 (POINT OF BEGINNING) 3/21/2005 149569 Vern. 01 --GLAND C.6 03312-007-000--0 OR; 3903 PG; 2817 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5.9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA -B' DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 26 OF 30 Containing 5.96 acres, more or less Subject to easements and restrictions of record. Bearings are based on the north line of Section 7, Florida, being North 89049'43" West. Township 49 South, Range 29 East, Collier County, LESS & EXCEPT FROM PARCEL B-4 THE FOLLOWING PARCEL PARCEL B-4-3 All that part of Section 7, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southeast corner of Section 7, Township 49 South, Range 29 East, Collier County, Florida (Point Number 8, Northing, 682894 54,�� tifrg, 6�1'9737.97); Thence along the south line of said, e N 6A I North 8904 Number 2077, Northing, 682899.i �, Ming, 508929.49); Thence leaving said south line Nortl Number 2078, Northing, 6874 °1.91/, Thence in straight line segments tl inclusive) I 1 1808.49' feet to a point (Point feet tdthe'POINT OF BEGINNING (Point Point Number 2079, Northing, 687,44,'3.62, Easting, 50893 ' 2 Point Number 2080, Northing, 6 T, 4,33, Easting, 50891 �5 Point Number 2081, Northing, 68 5i'5,, Easting, 508865.20 Point Number 2082, Northing, 6877� ,',�,a�ting, 50877",8 Point Number 2083, Northing, 687557:4, Etq;"'��76 Point Number 2084, Northing, 687589.14,E F 8 Point Number 2085, Northing, 687620.21, Easting, 508703.45 Point Number 2086, Northing, 687650.99, Easting, 508727.80 Point Number 2087, Northing, 687667.94, Easting, 508764.44 Point Number 2088, Northing, 687669.73, Easting, 508763.67 Point Number 2089, Northing, 687728.42, Easting, 508769.03 Point Number 2090, Northing, 687715.05, Easting, 508835.60 Point Number 2091, Northing, 687682.19, Easting, 508897.76 Point Number 2092, Northing, 687661.74, Easting, 508932.68 Point Number 2093, Northing, 687609.38, Easting, 508990.43 Point Number 2094, Northing, 687603.68, Easting, 508989.34 Point Number 2095, Northing, 687598.47, Easting, 509005.90 Point Number 2096, Northing, 687588.65, Easting, 509037.14 Point Number 2097, Northing, 687563.26, Easting, 509049.11 3/21/2005- 149569 Ver: 011- GLAND CAA 03312-007-000-- 0 ' >0 through 2101 & 2078 OR; 3903 PG; 2818 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 27 OF 30 Point Number 2098, Northing, 687556.92, Easting, 509052.12 Point Number 2099, Northing, 687537.61, Easting, 509039.85 Point Number 2100, Northing, 687514.76, Easting, 509011.75 Point Number 2101, Northing, 687456.73, Easting, 508978.86 Containing 1.34 acres, more or less Subject to easements and restrictions of record. Bearings are based on the north line of Section 7, Township 49 South, Range 29 East, Collier County, Florida, being North 89°49'43" West. ALSO INCLUDING All that part of Section 7, T particularly described as fo COMMENCING at the southwe Florida (Point Number 9, Northi Thence along the west line of said S 2102, Northing, 683705.84, Easting, �pr of Section 7, Tom 2'qQ8.78, Easting, 5059 NET ACREAGE: B-4 ACREAGE 265.52 B 4-1 ACREAGE 0.75 B 4-2 ACREAGE 5.96 B 4-3 ACREAGE -1.34 B-4 NET ACREAGE 257.47 , Florida being more Range 29 East, Collier County, 797.08' feet to a point (Point Number Thence leaving said west line South 89°38'21" East 124.10 feet to the POINT OF BEGINNING (Point Number 2103, Northing, 683705.06, Easting, 506109.01); Thence in straight line segments through the following vertices (Points 2104 through 2164 & 2103 inclusive) Point Number 2104, Northing, 683955.09, Easting, 506110.99 Point Number 2105, Northing, 683955.80, Easting, 506229.92 Point Number 2106, Northing, 683977.89, Easting, 506356.57 Point Number 2107, Northing, 683983.25, Easting, 506432.37 Point Number 2108, Northing, 683989.21, Easting, 506482.97 Point Number 2109, Northing, 684004.58, Easting, 506561.27 3127/2005- 149569 Ver 011- GLAND C.. 03312-007-000- - 0 OR: 3903 PG: 2819 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA -B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 28 OF 30 Point Number 2110, Northing, 684039.96, Easting, 506573.05 Point Number 2111, Northing, 684078.25, Easting, 506590.74 Point Number 2112, Northing, 684110.66, Easting, 506611.36 Point Number 2113, Northing, 684128.33, Easting, 506626.09 Point Number 2114, Northing, 684143.07, Easting, 506673.21 Point Number 2115, Northing, 684146.01, Easting, 506720.35 Point Number 2116, Northing, 684154.84, Easting, 506758.65 Point Number 2117, Northing, 684163.68, Easting, 506788.09 Point Number 2118, Northing, 684163.68, Easting, 506832.28 Point Number 2119, Northing, 684165.22, Easting, 506873.96 Point Number 2120, Northing, 684175.46, Easting, 506982.51 Point Number2121, Northing, 684178.41, Easting, 507014.92 Point Number 2122, Northing, 684181.35, Easting, 507053.22 Point Number 2123, Northing, 684175.46, Easting, 507094.46 Point Number 2124, Northing, 684169.57, Easting, 507138.65 Point Number 2125, Northing, 684169.57, FasttCi ," �71 ,0,9 Point Number 2126, Northing, 684169,,57 ara57r Point Number 2127, Northing, 684177��ta�fing, 507249:0 Point Number 2128, Northing, 684�41��;"Easting, 507247.73 Point Number 2129, Northing, 68,4 _Easting, 507253.63 Point Number 2130, Northing, 66405"3.1 1.. tirig; 5t772 0: 6 Point Number 2131, Northing, 684006.45 Eas 0-,'6'07258A3 Point Number 2132, Northing 16839,70,47 ti► Point Number 2133, Northing 68303818, a$tin ( 7, Point Number 2134, Northing, I6 2k '71/1' g ( 7�2.00, Point Number 2135, Northing, i87, Easing, 56.91` Point Number 2136, Northing, 6138 1.30, Easting, 5071713 Point Number 2137, Northing, 6 3 71, Easting, 50704 Point Number 2138, Northing, 6831 3. Easting, 507027.1 " Point Number 2139, Northing, 683848 Easting, 506955..*i4` Point Number 2140, Northing, 683828": Eoti'r,a"Sfl� 78. Point Number 2141, Northing, 683829.29 " a tt 06 3�� 07 Point Number 2142, Northing, 683822.80, Easting,TM506832.08 Point Number 2143, Northing, 683806.08, Easting, 506781.22 Point Number 2144, Northing, 683793.37, Easting, 506712.45 Point Number 2145, Northing, 683772.70, Easting, 506675.91 Point Number 2146, Northing, 683763.24, Easting, 506621.63 Point Number 2147, Northing, 683760.77, Easting, 506574.73 Point Number 2148, Northing, 683754.90, Easting, 506520.54 Point Number 2149, Northing, 683749.54, Easting, 506444.73 Point Number2150, Northing, 683736.31, Easting, 506397.56 Point Number 2151, Northing, 683719.75, Easting, 506339.51 Point Number 2152, Northing, 683721.70, Easting, 506322.58 Point Number 2153, Northing, 683714.05, Easting, 506317.04 Point Number 2154, Northing, 683706.02, Easting, 506300.97 3/21/2005- 149569 Very 011- GLAND C.. 03312-007-000- - 0 OR; 3903 PG; 2820 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 29 OF 30 Point Number 2155, Northing, 683700.66, Easting, 506289.20 Point Number 2156, Northing, 683695.30, Easting, 506270.44 Point Number 2157, Northing, 683691.55, Easting, 506250.10 Point Number 2158, Northing, 683691.55, Easting, 506226.53 Point Number 2159, Northing, 683694.77, Easting, 506215.27 Point Number 2160, Northing, 683701.20, Easting, 506194.40 Point Number 2161, Northing, 683704.94, Easting, 506177.79 Point Number 2162, Northing, 683710.30, Easting, 506157.97 Point Number 2163, Northing, 683708.69, Easting, 506137.09 Point Number 2164, Northing, 683706.02, Easting, 506125.30 Containing 7.87 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 7, Township 49 South, Range 29 East, Collier County, Florida, being North 00021'39" East. d'$`R , � I kt Y A 9 u.. STATEMENT OF DEFINITION, AC"AQY AND COORDINAT ~ 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S S Q,-ARE BASED ON STEW "A"(REFERENCE WILSONMILLER DRA �NGa ' 1 ER 2114 ;,x NET ACREAGE: B-1 ACREAGE 130.57 B-2 ACREAGE 95.35 B-3 ACREAGE 127.98 B-4 ACREAGE 257.47 B-5 ACREAGE -7.87 NET ACREAGE 619.24 EASEMENT AGREEMENT EXHIBIT 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/23/03 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' - 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED 1 "=500'. 6. THIS IMAGERY HAS NOT BEEN ORTHO CORRECTED IN ORDER TO MEET MINIMUM TECHNICAL STANDARDS OR NATIONAL MAP ACCURACY STANDARDS. 7. VERTICAL ELEVATION CHANGES WILL CAUSE HORIZONTAL DISPLACEMENT. EVERY EFFORT HAS BEEN MADE TO MINIMIZE THIS EFFECT FOR CRITICAL FEATURES. 8. IN AREAS WHERE TALL STRUCTURES OR TREES LEAN TO OBSTRUCT FEATURES, EXPOSURES WERE MOSAICKED IN AN EFFORT TO MINIMIZE THE EFFECT. 'V21/2005- 149569 Ver. 011- GLAND 03312-007-000- - 0 OR; 3903 PG; 2821 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (OTHER LISTED SPECIES RESTORATION AREA "B' DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 30 OF 30 9. THIS PRODUCT IS SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT PROVIDED IN A DIGITAL FORMAT. B. BASED ON THESE PARAMETERS, THE LINES DEPICTED IN THIS DIGITAL FILE HAVE AN ESTIMATED POSITIONAL ACCURACY OF +/- 20 FEET. C. MINOR DIFFERENCES IN POSITION AND ACREAGE BETWEEN THIS DESCRIPTION AND OTHER FORMATS CAN BE ATTRIBUTED TO COORDINATE PROJECTION AND SOFTWARE ACCURACY PARAMETERS. 3. COORDINATE BASIS: THE LINES DEPICTED HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 83, GRS80, US SURVEY FEET. BY LANCE T. MILLER, P.S.M. LS # 5627 WILSONMILLER, INC. REGISTERED ENGINEER -. [ NOT VALID WITHOUT THE SIGNATURE #�D O 1% MAPPER. NOT BASED ON FULL SURVEY OF, CT LANDS. CERTIFICATE OF AUTHORIZATIOp11 f ###'=43 REF 21-1-94 b° 3121/2005 149569 Ver 011 GLAND CA.. 03312-007-000- -0 DATE 3-21-05 IVEYORS. EAL OF A PROFESSIONAL SURVEYOR AND OR; 3903 PG; 2822 17C DESCRIPTION OF PART OF SECTIONS 2-6, TOWNSHIP 49 SOUTH, RANGE 29 EAST COLLIER COUNTY, FLORIDA WADING BIRD RESTORATION AREA (RESTORATION AREA "C") Delineation Within Stewardship Sending Area 6 PARCEL C-1 All that part of Section 2, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northeast corner of Section 2, Township 49 South, Range 29 East, Collier County, Florida (Point Number 1, Northing, 697273.28, Easting, 530714.88); Thence South 19050'04" West 3771.60 feet to the POINT OF BEGINNING (Point Number 2165, Northing, 693725.42, Easting, 529435.17) Thence in straight line segments through the follow inclusive). .. i vertices (Points 2166 through 2182 & 2165 i Point Number 2166, Northing, 693 5'64,,,'Easting, 529477.61,< Point Number 2167, Northing, 69,36',46, Easting, 529602.32 Point Number 2168, Northing,,Easting-5296 6,,07 Point Number 2169, Northing 636b8.6 Ewing ° 9688. 1 Point Number 2170, Northrng69313 Point Number 2171, Northing �693 51.54 a tirtg� � 6k§ r .� Point Number 2172, Northing, 6 3 63�15 Easting,, �9 E16,.18' Point Number 2173, Northing, �9 ", E4&+nc ; 9655.10 Point Number 2174, Northing, 9 1.73, Easting, 52981 93 Point Number 2175, Northing, 69.26, Easting, 52977°��5 Point Number 2176, Northing, 6 6 6, Easting, 52968!k& Point Number 2177, Northing, 692 8,44 Fasting, 529617.73 Point Number 2178, Northing, 69305 71, E#s4n9_,52949, Point Number 2179, Northing, 693111.9 f ,att 3T Point Number2180, Northing, 693103.27, Ea-5-29 55.97 Point Number 2181, Northing, 693586.91, Easting, 529408.30 Point Number 2182, Northing, 693643.84, Easting, 529413.81 Point Number 2165, Northing, 693725.42, Easting, 529435.17 Containing 6.49 acres, more or less Subject to easements and restrictions of record. Bearings are based on the east line of Section 2, Township 49 South, Range 29 East, Collier County, Florida, being S07045'32"E. 3/2v2005 149677 Vw 01'- GLAND uw 03312-007-000- - 0 OR; 3903 PG; 2823 17 C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (WADING BIRD RESTORATION AREA "C" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 2 OF 5 ALSO INCLUDING PARCEL C-2 All that part of Section 3 & 4, Township 49 South, Range 29 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 3, Township 49 South, Range 29 East, Collier County, Florida (Point Number 25, Northing, 697209.85, Easting, 519996.04); Thence along the west line of said Section 3 South 08020'57" East 2427.16 feet to the POINT OF BEGINNING (Point Number 2183, Northing, 694808.41, Easting, 520348.48) Thence in straight line segments through,.i9. inclusive) Point Number 2184, Northing, 694`796z86, Easting, 520359.78 Point Number 2185, Northing, 69479970-Ea ig 52035�,,35 Point Number 2186, Northing, i945i5.5;­-Eastmg_,..203T2.2 Point Number 2187, Northing 694 � �Ea �� 2 Point Number 2188, Northrng, 694� 12 32 tra6't( g5 6� Point Number 2189, Northing„694,15 .42,E a tin' 0 3 .86 Point Number 2190, North ing,�03 �9, 0 31.83 Point Number 2191, Northing, O3015.87, Easting, 5200`,31 Point Number 2192, Northing, 1�,1.44, Easting, 52006�5 Point Number 2193, Northing, 6 4 �97, Easting, 519991 Point Number 2194, Northing, 69 21T Easting, 519837 65 Point Number 2195, Northing, 6944 m17, °a ing, 5198,.6� 4 Point Number 2196, Northing, 694566.�4$, 5 9f 18 3 Point Number 2197, Northing, 694603.16, ta;4rj_' _912:48 Point Number 2198, Northing, 694657.98, Easting, 520001.53 Point Number 2199, Northing, 694718.02, Easting, 520029.70 Point Number 2200, Northing, 694762.58, Easting, 520072.70 Point Number 2201, Northing, 694792.00, Easting, 520111.42 Point Number 2202, Northing, 694829.32, Easting, 520139.04 T21/2005- 149677 ver 011-GLAND uwa 03312-007-000- - 0 ints 2184 through 2209 & 2183 OR: 3903 PG: 2824 DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 -3 8 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (WADING BIRD RESTORATION AREA -C' DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 3 OF 5 Point Number 2203, Northing, 694866.63, Easting, 520166.66 Point Number 2204, Northing, 694913.98, Easting, 520198.42 Point Number 2205, Northing, 694918.46, Easting, 520221.13 Point Number 2206, Northing, 694959.29, Easting, 520284.40 Point Number 2207, Northing, 694936.58, Easting, 520286.28 Point Number 2208, Northing, 694878.45, Easting, 520290.42 Point Number 2209, Northing, 694845.24, Easting, 520315.35 Point Number 2183, Northing, 694808.41, Easting, 520348.48 (POINT OF BEGINNING) 17C Containing 11.71 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 3, Township 49 South, Range 29 East, Collier County, Florida, being South 08020'57" East. ALSO INCLUDING All that part of Section 5 & 6, T particularly described as follow COMMENCING at the north% Florida (Point Number, 21, N VIR PARCEL C 4,, hjf5#,4uth, Range 29 East,'1 Thence along the west line of Section 3 South 0805= BEGINNING (Point Number, 2 1,0; Northing, 690688.96, Thence in straight line segments ftlf00qh the following vertices inclusive) Point Number, 2211, Northing, 690688.28°1=a V v- u Point Number, 2212, Northing, 690687.04, Easting, 510327.08 Point Number, 2213, Northing, 690715.27, Easting, 510383.44 Point Number, 2214, Northing, 690702.93, Easting, 510435.13 Point Number, 2215, Northing, 690679.17, Easting, 510501.33 Point Number, 2216, Northing, 690669.29, Easting, 510524.31 Point Number, 2217, Northing, 690585.02, Easting, 510552.88 Point Number, 2218, Northing, 690498.61, Easting, 510574.41 Point Number, 2219, Northing, 690435.64, Easting, 510596.31 Point Number, 2220, Northing, 690384.51, Easting, 510610.68 Point Number, 2221, Northing, 690310.67, Easting, 510597.18 Point Number, 2222, Northing, 690263.86, Easting, 510596.05 Point Number, 2223, Northing, 690217.24, Easting, 510587.12 Point Number, 2224, Northing, 690209.12, Easting, 510586.92 X212006149677 Vw 01!-GLAND wa 03312-007-000- - 0 County, Florida being more Range 29 East, Collier County, 5 feet to the POINT OF .32) 2211 through 2257 & 2210 OR; 3903 PG; 28Z5 DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (WADING BIRD RESTORATION AREA -C" DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 4 OF 5 Point Number, 2225, Northing, 690227.38, Easting, 510532.15 Point Number, 2226, Northing, 690245.75, Easting, 510482.29 Point Number, 2227, Northing, 690256.24, Easting, 510435.06 Point Number, 2228, Northing, 690240.50, Easting, 510382.57 Point Number, 2229, Northing, 690224.75, Easting, 510369.45 Point Number, 2230, Northing, 690190.64, Easting, 510353.71 Point Number, 2231, Northing, 690159.15, Easting, 510351.08 Point Number, 2232, Northing, 690118.80, Easting, 510345.11 Point Number, 2233, Northing, 690137.91, Easting, 510314.80 Point Number, 2234, Northing, 690174.80, Easting, 510241.31 Point Number, 2235, Northing, 690191.53, Easting, 510194.67 Point Number, 2236, Northing, 690201.74, Easting, 510173.12 Point Number, 2237, Northing, 690207.98, Easting, 510159.93 Point Number, 2238, Northing, 690239.75, Easting, 510137.07 Point Number, 2239, Northing, 690253.02, Easting, 510124.45 Point Number, 2240, Northing, 690271.76 Eastir� 51@ -06,62 Point Number, 2241, Northing, 690300,73 �fr�. Point Number, 2242, Northing, 69031i��a(ng, Point Number, 2243, Northing, 69Q88,,72, Easting, 509990.9°6 Point Number, 2244, Northing, 6�036-5 4-Easing, 509974.87 9 � Point Number, 2245, Northing, 0 903g4.69, , rh� asti,i995 49 Point Number, 2246, Northin1;90425.39 Ea',4 1 g ; g" 09886.9 Point Number, 2247, Northing�'6904�AEati�fi6 Point Number, 2248, Northingi 69044P.11, -,'I I`Ea tirig, ' 9,a�)5k Point Number, 2249, Northing 0 8 a tiOWl509, 87.841 Point Number, 2250, Northing,%E 9(6�;�2 6"' , Eagikg, §098"9.7( - t' Point Number, 2251, Northing,5.41, Easting, 50988 98 Point Number, 2252, Northing, 606!66.51, Easting, 5099 4 , Point Number, 2253, Northing, 6 5 �a,�,5, Easting, 510051.12 Point Number, 2254, Northing690 . 8:*-° asting, 510077.5 Point Number, 2255, Northing:6906 Point Number, 2256, Northing, 690672.3 Point Number, 2257, Northing, 690689.46, Easting; 5.87 Point Number, 2210, Northing, 690688.96, Easting, 510247.32 (POINT OF BEGINNING) Containing 6.63 acres, more or less Subject to easements and restrictions of record. Bearings are based on the west line of Section 3, Township 49 South, Range 29 East, Collier County, Florida, being South 08051'26" East. NET ACREAGE: C-1 ACREAGE 6.49 C-2 ACREAGE 11.71 C-3 ACREAGE 6.63 NET ACREAGE 24.83 3/21/2005 149677 Ver. 011-GLAND CA.. 03312-007-000 0 OR: 3903 PG: 2826 • 17C DESCRIPTION OF LANDS LYING WITHIN SECTIONS 2 —3 & 5-9, TOWNSHIP 49 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA (WADING BIRD RESTORATION AREA -C- DELINEATION WITHIN STEWARDSHIP SENDING AREA 6) SHEET 5 OF 5 STATEMENT OF DEFINITION, ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 6 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-94). 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/23/03 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1 "=500' 5. SCALE NOT TO EXCEED 1 "=500'. 6. THIS IMAGERY HAS NOT BEEN ORTHO CORRECTED IN ORDER TO MEET MINIMUM TECHNICAL STANDARDS OR NATIONAL MAP ACCURACY STANDARDS. 7. VERTICAL ELEVATION CHANGES WILL CAUSE HORIZONTAL DISPLACEMENT. EVERY EFFORT HAS BEEN MADE TO MINIMIZE THIS EFFECT FOR CRITICAL FEATURES. 8. IN AREAS WHERE TALL STRUCTURESr"S., LEAN TO OBSTRUCT FEATURES EX,AS p$'KICKED IN AN EFFORT TO MINIMIZE THE EFFECT.. 9. THIS PRODUCT IS SIMILAR IN A ,C TO RECTIFIED �A iMENTS, EXCEPT PROVIDED IN A DIGITAL FORMAT. , B. BASED ON THESE PARAMET RS H CfS--DF LCTFV THIS G�IGITAL FILE HAVE AN ESTIMATED POSITIONAL ACCURACY OF +/-�0 FET. X C. MINOR DIFFERENCES IN PCSITIRJJA0 ArC AG 1=TlE �Tk#! DESCRIPTION AND OTHER FORMATS CAN BE ATTRIBUTED TO,3� F Ia�T� PRC O�Tl > I l SOFTWARE ACCURACY PARAMETERS. k Y 3. COORDINATE BASIS:,,,.h THE LINES DEPICTED HEREO4,,AR 6AStD Of tl E Lo tDA STATE p�"E COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH A� itCAN DATUM 83, GRS �,US URVtY,0EET. z V 11 ^ BY LANCE T. MILLER, P.S.M. LS # 5627 WILSONMILLER, INC. REGISTERED ENGINEERS AND LAND SURVEYORS. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND MAPPER. NOT BASED ON FULL SURVEY OF -SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION # LB-43 REF 2H-94 3121/2005- 149677 Ver. 011.-GLAND C... 03312-007-000- - 0 OR; 3903 PG; 2827 17r L; • EXHIBIT G RESTORATION PLAN The purpose of this Restoration Plan is to identify the restoration goals, describe the work to be performed, identify the party responsible for performing the work, propose a work schedule, describe success criteria, and describe the level of annual management, maintenance and monitoring in Restoration Areas A, B, and C of BCl/BCP SSA 6. a. Restoration Area A is approximately 575.0 acres in size and is within the Camp Keais Strand FSA and a contiguous HSA as delineated on the RLSA Overlay Map, an exhibit to the GMP RLSA District Overlay. The restoration improvements will increase the width of the flow way, functionally enhance the flow way's natural hydrologic regime, and control exotic vegetation to improve ecological functions. b. The hydrologic resttr �? , y ents will consist of removing berms to the natural grade, -far *Jtir� Restoration Area A (parcel A-1 of SSA 6 Credit'A Bement Exhibit 'mod design and installation of new culverts under t�:roadyvays bisecti gy the-vvflow-way within Restoration Area A to re-estabIrsh,,the naturat"f low imo. Grantor will design the culvert systems �o lipq- � Of locotiort, size and elevation of the culverts. Pig Cy ire Basin isf"AIl ifie If the Design is adequate. Once the Design is .t t rrhi d Ito b6 a elGrantor shall cause the restoration iroinents o'dmad:`ibe,l' restoration improvements shall be combed within one (1) r Of thk,proval of SSA 6. C. County staff III nfirm that the �s have been removed and installation oft, +.� sip'°with the Design. Upon said confirmation by Cou`ntyrftaff. s ss criteria shall be deemed to have been met, and the additional stewardship credits from Restoration Area A shall be available for transfer or utilization by Grantor. d. The land management measures for Area A shall be to annually inspect and clean the culverts as necessary to ensure performance of the culverts as per the Design. e. The ecological improvements to Restoration Area A shall consist of controlling exotic vegetation to levels less than 5% area coverage. Brazilian pepper within 100 feet of road and/or agricultural field edges will be killed and removed. Brazilian pepper more than 100 feet from a road and/or field edge will be killed in place. Within Restoration Area A Parcels A-1 and A-5 (depicted in SSA 6 Credit Agreement Exhibit E), exotic and Ver its- cn.aa OR; 3903 PG; 2828 17 C +* 0 nuisance species will be controlled to less than 5% area coverage and native vegetation will be established to a minimum of 80% area coverage. f. Restoration Area B is approximately 619.2 acres in size and is within the Camp Keais Strand FSA and a contiguous HSA. The restoration improvements will restore and manage the lands within Restoration Area B for specific listed species, namely caracara, Sandhill Cranes, burrowing Owls, and panthers. g. The restoration improvements for Area B will consist of maintaining the area for short stature vegetation (12" or less), transplanting cabbage palms (15' minimum height) at a density of 10 trees per 100 acres, performing controlled burns for deer browse within 300' of forested edges of Restoration Area B once every three years, and creating habitat for burrowing owls as follows. Approximate one -quarter acre mounds at a density of one mound for each 100 acres, shall be created and seeded with bahia grass. The peak -of -the mounds shall be a minimum of 2' above the seasonal high water�likaita, restoration improvements shall be completed within r 1 year of tal of SSA 6. h. Within one year after -thy -installation of sto' ation Area B improvements, County staff -I wiK cr ff that th6'�habita .,for# burrowing owls has been completed, that f�-t tr r ins have survived, and that the first contro ledhfb rns5 have 164, 6 f�r 4d i Upon said confirmation, Y 8 k �. ,q; , 3 success criferlo sf��aJ e r � d to taye been met, and the additional Stewardship, s from Restoration Ate /�B shall be available for transfer or ufilf ' ion by Grantor. s i. The land man t measures fo"a B shall be to maintain a minimum of 5 cabe0 res and to maintain ground cover at 12" or less through°miFebded and grazing of cattle. Controlled burns will be performed once every three (3) years within 300 feet of forested edges. Restoration Area C is approximately 24.8 acres and is totally within a HSA that is contiguous to the Camp Keais Strand FSA. The restoration improvements will restore degraded wetlands and manage the lands within Restoration Area C for listed species wading birds, including wood storks and egrets and herons, listed by the State of Florida. k. The restoration improvements for Area C will consist of clearing exotic - infested wetlands, contouring the land, and planting with native species in order to create marshes and wet prairies. The list of allowed vegetation and standard cross-section of contouring are attached as Attachments "1" and "T, respectively, which also address the spacing and density issues. OR; 3903 PG; 2829 17C • The restoration improvements shall be completed within two (2) years of the approval of SSA 6. No sooner than two (2) years after completion of the Area C restoration improvements, County staff shall verify the restored wetland hydroperiod, confirm that the site has wildlife utilization, and that there is 80% coverage by native species. Upon said verification and confirmation, success criteria shall be deemed to have been met, and the additional Stewardship Credits from Restoration Area C shall be available for transfer or utilization by Grantor. M. The land management measure for Area C shall be the control of exotics and nuisance species, so that there is no more than 5% exotics or 10% nuisance species by area coverage in Restoration Area C. n. The estimated annual costs of the land management measures for Restoration Areas A, B, and-Cw is $15,000. Grantor shall procure, at its election, either a bond" ttfre("Surety") on an annual basis in it favor of the Grartsra art amscitto 120% of the annual costs of the land managt measures. Thi ation shall start 30 days after Grantor hasp/ reo�d��-.notice from the 'County that the additional Stewardship''Cre`diti ^fto red oration impr yerr`�,ents for Restoration Area B are available aitd- Qati h d f0 years after the start date, or at such date IJas a 5 g vorrir �t y; orl established conservation ..... organizatioreak�sh ld.rnan� igmarneasures. o. In the ever; grantor fails to maintain ° of the Restoration Areas according to�and managemei rues set forth herein, County shall have the ,to draw upon tka i ety only after 60 days written notice to Granto!rtttq t�o q TM�he County shall only be permitted u to use the drawn Si Te Urd-o � the maintenance of the Restoration �.� Areas in accordance with th��,e land management measures set forth herein. P. Any failure to fulfill obligations or commitments under this Restoration Program shall be a breach of the Stewardship Easement Agreement. q. In the event the Grantor does not provide adequate financial assurance of performance on an annual basis, the County may pursue its rights against the Grantor under the Stewardship Easement for breach thereof. r. In the event that the Grantor fails to maintain the Restoration Areas pursuant to the land management measures set forth herein, the Grantees, or either of them, may after written notice to the Grantor perform such land management measures and then lien the Restoration V., 1s C A.63 OR; 3903 PG; 2830 17C -6 Areas for the cost of their maintaining the Restoration Areas pursuant to the land management measures set forth herein, and if necessary then foreclose on such lien which may attach to the Restoration Areas. F:\wpdocs\LIT\GLV\New Town Development\Ave Maria\Legal Docs\WORD-SSA 6 Restoration Program.doc OR; 3903 PG: EAAT G A Z NT 1 6 qW PLANTING LIST FOR SSA 6 WADING BIRD RESTORATION AREAS The wading bird restoration areas within SSA 6 will be graded to provide a variety of foraging opportunities for wading birds under varying hydrologic conditions. Conceptually, two zones will be created. Zone 1 will re-create wet prairie to shallow marsh environments, with water levels ranging from 0-1 foot under typical weather conditions. Zone 2 will consist of deeper water areas (typically 1-3 feet deep), constructed as interconnected pools to concentrate forage during the dry season. A schematic cross-section of these zones is provided as Attachment 2. A list of native plant species suitable for the wading bird restoration areas is provided below. The species actually planted for restoration will depend upon the documented hydroperiod of each area and the availability of plant stock. The list below is not intended to be all-inclusive, and the applicant will determine actual plantings based upon consultation with Collier County Natural resources and/or Environmental Service staff. Planting List — Zone 1 (water depths typically 0-1 foot) Water hyssop (Bacooa Ludwigia Ludwi is red Maidencone Panicum _ Soft Rush Juncus effl Golden Canna Canna Sand Cordgrass S art Swomp Lily Crinurn ar Smartweed (Polpgonum Lizard's Tail (Saururus Spider Lily (Hymenocall Gulf Muhly (Vuhlenberg Beakrush (Rh, ny cospora St. John's —wort (Hvoer a acally 1-3 feet) m s c Giant bulrush 5cir us calrtornicus) w Pickerelweed Pontederia cordata) Common Arrowhead Sa ittaria lancifolia) Sawgrass Cladium jamaicense) *** OR; 3903 PG; 2832 * *1 7r -"* • MAX DEPTH APPROX. MAX. DEPTH 2' BELOW GRADE 3' BELOW EXISRING GRADE MAX. DEPTH 2' BELOW GRADE VARIES 0.5' TO 1' (TYP) EXISTING GRADE ROPOSED GRADE TYPICAL DRAW DOWN PONDS FOR WADING BIRD FORAGING SCHEMATIC SECTION N.T.S. ® EXCAVATION TO CREATE WADING BIRD FORAGING POOL. SSA6 "°BIRD REST ORATIOfe"4A EPLANTING LIST* ZONE 1 SPECIES: From natural grade `ta 1.0 below ZONE 2 SPECIES; 1.0' to 3.0 below natural grade. natural grade., "G`Tait Bulrush(SciiDu californicus) Picker�Iweed nt ri cordata) j y q� n rto lead ittar' n if li ) Water hyssop aco monnlerl' s d um jamaicense) Ludwigia dwi is rgpg) i YgO v A 4 8 Ek ...,,�.�" { Panic hem Maidencane�J m om n Soft Rush ncueffusu s s dnted *1e qy deviate from those listed depending Golden Canna Cann floccida) upa site iconyl a and availability of stock. Sand Cordgrass S artina bakerri Swamp Lily Crinum americanum) Smartweed (Polyaonum sap.) Lizard's Tail (Saururus cernuus) Spider Lily (Hymenocallis Im ri) Gulf Muhly (Muhlenberaia III ri ) Beakrush (Rhyncosoora 2p.) .. St. John's —wort (Hypericum SDD.) Wetland Plantings in Wading Bird Restoration Areas The wading bird restoration areas totaling 24.8 acres will be planted using species chosen from the list provided above. Herbaceous species will be planted in clumps on staggered 3—foot centers. All herbaceous material will be minimum 1 gallon pot stock or bare —root stock. The wading bird foraging areas shall be planted with at least five different species, and no single species shall amount for more than 50% of the total coverage. FOR SSA APPLICATION ONLY - NOT FOR CONSTRUCTION PROJECT: SSA 6 APPLICANT: BCI—BCP Exhibit G, Attachment 2 Wils�iM�ller nbVA.k.awicaroiro FLA. REG. COUNTr: a 'DUNE 2005 Planners • Engineers • Ecologists • Surveyors, n9 cdog' yors •Landscape Architects .Transportation Consultants SEC: TWP: RGE: REV NO: �A/; YIIIsonMiller, Inc. PROJECT NO. FILE No: Naples .Fat Myers •Sarasota .Bradenton •Tampa 3200 Badey Lane, SLO 200 • Naples, Florida 34105497 • Phone 941-649-4M • Fax 941-643-5716 • Web -Site www. wilsonmiller com N/A pp�r gy pp NO. V.J.P. 1 1 15 SHEET NO: 1 of 1 co a e esources o nson ewords ip Collier o CountyEasement greemen Exhibit _ e c wg m Brightshore Village SKA Project Narrative & Statement of Compliance The proposal is to establish a Stewardship Receiving Area (SRA) in the form of a Village. Brightshore Village Stewardship Receiving Area (SRA) is located in eastern Collier County in portions of Sections 18 and 19, Township 47 South, and Range 28 East. Brightshore Village SRA ("Village") contains a total of 681.5 acres. The Village is located north of Immokalee Road, northeast of the intersection of Red Hawk Lane and Immolcalee Road. Lands to the north, east, and west have abase zoning designation of A -Agricultural and the lands to the south (across Immokalee Road) are zoned E-Estates. Lands to the north and to the east of the SRA are designated SSA 6 under the Rural Lands Stewardship Area (RLSA) Overlay. The land within of the Village SRA has been in active agricultural production for many years. In accordance with the RLSA Overlay definition, the Village is primarily a residential community which includes a diversity of housing types and a maximum of 2,000 dwelling units. The Village includes a 107± acre mixed -use Village Center providing for the required neighborhood- scaled retail, office, civic, governmental, and institutional uses. The SRA is designed to encourage pedestrian/bicycle circulation via an interconnected sidewalk and pathway system serving the Village and with an interconnected system of streets, dispersing and reducing both the number and length of vehicle trips. Compliance with RLSAO SRA Village Design Criteria The SRA Master Plan lays out the design and development intent for this Village. Brightshore Village contains two Context Zones. Neighborhood General, which is 399.7± acres in size (Amenity and Residential) and Village Center, which is 107± acres in size. The SRA Document and Master plan also provide for the following required perimeter landscape buffers: • 2546ot wide Type D buffer adjacent to Immolcalee Road; • 20400t wide Type D buffer adjacent to Red Hawk Lane; • 1046ot wide Type A buffer adjacent to A —Agricultural Zoned lands perimeter, except adjacent to an SSA or designated preserve, where no landscape buffer is required; and • No landscape buffer required adjacent to Preserve or SSA. Page 1 of 20 H:\2021\2021029\SRA\Initial\3rd Resubmittal\Brightshore Village SRA Narrative (4-22-2022 clean).docx x N O N 0 N O N C4 i W a. 7� CD Ln cr w CA � , 0 0 a(D z N <- O CD �-. N N N 0 N N 0 CD p a. O n X GENERAL NOTES:Q I � 1. MASTER PLAN ISCOICEPTUAL. INTERNAL ROAD ALIGNMENTS LAKE SITING AND CONFiGURATiON OF DEVELOPMENT AREAS ARE SUBJECT TO MODIFICATION WITHIN THE RLSA GUIDELINES ATTME OF FINAL DEVELOPMENT ORDER. NO PRESERVATION IS REOURED (NO NRI SCORES WITHIN SRA _ i dll ' BOUNDARY EXCEED 12L �— I 3 SEE MOBILITY PLAN FOR PATHWAYS � 6 01 PARTc PEDESTRId IAN CONNECTION"y SO LINEAR PARK,_ IIF ,_ (CONCEPT SHOWY VAftY) .10CA119N MAY , . _ _..._,.. _ u LVlwRi: 20' TYPE'l7 OPEN SPACE TABLE AC REOUiREO-- '>38.5 BRIGHTSHORE VILLAGE SRA LAND USE SUMMARY SYMBOL DESCRIPTION ACRES SOPEN OPENki'lF.Ittl.44" SPACE SPACE {AC} '. COMMUNITY PARK 31-7 100% 317 BUFFERS AND OPEN SPACE2.1 100`M, 2.1 VILLAGE CENTER 107.0 15% 16,1 NEIGHBORHOOD GENERAL -AMENITY 15.0 30% 4.5 NEIGHBORHOOD GENERAL -RESIDENTIAL 384.7 25% 962 LAKE(INCLUDES LM.E) 121.2 100% 1212 MASTER DEVELOPER RIGHTS -OF -WAY 10.8 154 3 0 SRA BOUNDARY TOTAL 631.5 40% 274 7 tJ1lCE _. r. ` H S AA -_� . _� _ :. _ — ,. 'k - ` yes 300' BUFFER T - _ -- --- _ , T� _ - FSAORHSA l % I l PEDESTRIAN CONNEC77,ON � IF _ - TO LTNEAR PARk� VEIGFBORHOOD _ _ - ; - - {CONCEPT SHOWN " _ __ G ERAL , LOCATION'MAY VARY) I IFNOT PERINNI`(EDj _ _ ___, - r_- _ —. _ _ r ,� ,, , w e. �. I I I I I w ; �. J 1 r_ - - ,� dI ___ _ '% id -- d i i[2 1 `. • — — t ` ', NEIGy�HEBL�OERRHA�O��'ODI. - 1 / 4® /F (MULM* AMUL,Y - - - ° 'o ___ _ ., _ .,_ _ ._. 4 NOTPERMNTTEDY w 25 TYPE'6" . o BUFFER r f F,, I . = - - - -- yILLaGe, - , - 3/4 5/6 "� / PEDESTRIAN CONNECTION _ �f ITOIINEAR PARk, _ -`� 111 EX 100* IMMOKALEE �' p 1� I(C NCEPT SHOWN ,.� ;ROAD R O W' �, , w _ _ LOCATION MAY.YARY)' _ i „ HSA -_ el I _ - -/ ' POTENTIALS FUTURE' "� - - _ LINERPARK (TYPj EXTERNALCONNECTIONF, L '`ZLO^N ib: { F reLAKE - NO LANDSCAPE BUFFER _ W R A TO HSA/WR QIACENT d ' WRA { iNIL AGE i J CENTER Id i1 112 �..�: . - - -- I I �) _ , VILLAGE AAGEI CENTER O IG BORHOEGHB OOD i rM{n �' PERMITTED) IFI SP I I q1y. - r kd+ lI � NO LANDSCAPE BUFFER REQUIRED ADJACENT TO HSAtWRA • HS A IX. TRAIU FUTURE NATURE OBSERVATION TRAIL 1 FSA We Fill IMF PENINSULA GINERNN 3RIGHTSHORE VILLAGE S R t�CHIBiT (A) MASTER PLAN (BLACK AND WHITE) HOGAN FARMS, LLC EXTERNAL CA18iECTiOC1 LOCATIONS INTERNV. CONNECTION LOCATIONS PEC€STMAN ,VCOMtECTIDNTO LINEAR PARK OSR4 STREET CROSS SECTION LOCATION DENtP1ER tJ1lCE _. r. ` H S AA -_� . _� _ :. _ — ,. 'k - ` yes 300' BUFFER T - _ -- --- _ , T� _ - FSAORHSA l % I l PEDESTRIAN CONNEC77,ON � IF _ - TO LTNEAR PARk� VEIGFBORHOOD _ _ - ; - - {CONCEPT SHOWN " _ __ G ERAL , LOCATION'MAY VARY) I IFNOT PERINNI`(EDj _ _ ___, - r_- _ —. _ _ r ,� ,, , w e. �. I I I I I w ; �. J 1 r_ - - ,� dI ___ _ '% id -- d i i[2 1 `. • — — t ` ', NEIGy�HEBL�OERRHA�O��'ODI. - 1 / 4® /F (MULM* AMUL,Y - - - ° 'o ___ _ ., _ .,_ _ ._. 4 NOTPERMNTTEDY w 25 TYPE'6" . o BUFFER r f F,, I . = - - - -- yILLaGe, - , - 3/4 5/6 "� / PEDESTRIAN CONNECTION _ �f ITOIINEAR PARk, _ -`� 111 EX 100* IMMOKALEE �' p 1� I(C NCEPT SHOWN ,.� ;ROAD R O W' �, , w _ _ LOCATION MAY.YARY)' _ i „ HSA -_ el I _ - -/ ' POTENTIALS FUTURE' "� - - _ LINERPARK (TYPj EXTERNALCONNECTIONF, L '`ZLO^N ib: { F reLAKE - NO LANDSCAPE BUFFER _ W R A TO HSA/WR QIACENT d ' WRA { iNIL AGE i J CENTER Id i1 112 �..�: . - - -- I I �) _ , VILLAGE AAGEI CENTER O IG BORHOEGHB OOD i rM{n �' PERMITTED) IFI SP I I q1y. - r kd+ lI � NO LANDSCAPE BUFFER REQUIRED ADJACENT TO HSAtWRA • HS A IX. TRAIU FUTURE NATURE OBSERVATION TRAIL 1 FSA We Fill IMF PENINSULA GINERNN 3RIGHTSHORE VILLAGE S R t�CHIBiT (A) MASTER PLAN (BLACK AND WHITE) HOGAN FARMS, LLC EXTERNAL CA18iECTiOC1 LOCATIONS INTERNV. CONNECTION LOCATIONS PEC€STMAN ,VCOMtECTIDNTO LINEAR PARK OSR4 STREET CROSS SECTION LOCATION DENtP1ER % I l PEDESTRIAN CONNEC77,ON � IF _ - TO LTNEAR PARk� VEIGFBORHOOD _ _ - ; - - {CONCEPT SHOWN " _ __ G ERAL , LOCATION'MAY VARY) I IFNOT PERINNI`(EDj _ _ ___, - r_- _ —. _ _ r ,� ,, , w e. �. I I I I I w ; �. J 1 r_ - - ,� dI ___ _ '% id -- d i i[2 1 `. • — — t ` ', NEIGy�HEBL�OERRHA�O��'ODI. - 1 / 4® /F (MULM* AMUL,Y - - - ° 'o ___ _ ., _ .,_ _ ._. 4 NOTPERMNTTEDY w 25 TYPE'6" . o BUFFER r f F,, I . = - - - -- yILLaGe, - , - 3/4 5/6 "� / PEDESTRIAN CONNECTION _ �f ITOIINEAR PARk, _ -`� 111 EX 100* IMMOKALEE �' p 1� I(C NCEPT SHOWN ,.� ;ROAD R O W' �, , w _ _ LOCATION MAY.YARY)' _ i „ HSA -_ el I _ - -/ ' POTENTIALS FUTURE' "� - - _ LINERPARK (TYPj EXTERNALCONNECTIONF, L '`ZLO^N ib: { F reLAKE - NO LANDSCAPE BUFFER _ W R A TO HSA/WR QIACENT d ' WRA { iNIL AGE i J CENTER Id i1 112 �..�: . - - -- I I �) _ , VILLAGE AAGEI CENTER O IG BORHOEGHB OOD i rM{n �' PERMITTED) IFI SP I I q1y. - r kd+ lI � NO LANDSCAPE BUFFER REQUIRED ADJACENT TO HSAtWRA • HS A IX. TRAIU FUTURE NATURE OBSERVATION TRAIL 1 FSA We Fill IMF PENINSULA GINERNN 3RIGHTSHORE VILLAGE S R t�CHIBiT (A) MASTER PLAN (BLACK AND WHITE) HOGAN FARMS, LLC EXTERNAL CA18iECTiOC1 LOCATIONS INTERNV. CONNECTION LOCATIONS PEC€STMAN ,VCOMtECTIDNTO LINEAR PARK OSR4 STREET CROSS SECTION LOCATION DENtP1ER M SRA design criteria: • The SRA contains 681.5 acres. • The Village SRA does not include any lands designated Flowway Stewardship Area (FSA), Habitat Stewardship Area (HSA), or Water Retention Area (WRA). • The SRA does not include any lands within the Area of Critical State Concern (ACSC) Overlay. • The required minimum Open Space (35%) is 238.5 acres. The SRA master plan provides for 274.7± acres of Open Space (40± percent). • The SRA is designed to encourage pedestrian and bicycle circulation, as well as the use of golf carts, by including an interconnected sidewalk and a multi -use pathway system serving all residential neighborhoods, with connecting multiuse pathways. • The SRA provides 31.7 acres of public benefit use in the form of community parks accessible to the public and SRA neighborhoods. • The SRA contains two Context Zones (as required for the Village form of SRA): Neighborhood General and mixed -use Village Center. • Within the Village Center Context Zone, the SRA shall provide the following: o a minimum of 106,000 square feet; o a maximum of 120,000 square feet of neighborhood scaled retail and office uses; and, o a minimum of 20,000 square feet of civic, government, and institutional uses. • The SRA allows for up to 2,000 dwelling units (2.935 dwelling units per gross acre). • In compliance with the requirement to provide a diversity of housing types within a Village, a minimum of 10% of units shall be multi -family, based upon the Land Development Code (LDC) definition of Multifamily Dwelling (a group of 3 or more dwelling units within a single building), to also include the use of horizontal apartments, a minimum of 10% of the units shall be single family detached, and a minimum of 10% of the units shall be single family attached or villas. • Approximately 46.7 acres of active and passive parks and community green space, and the Neighborhood General Amenity Center, is provided. This includes approximately 31.7 acres of community park that is accessible to and open to the public and a 15 acre amenity center site, which exceeds the required minimum of 1 % of SRA gross acreage, (6.8 acres). • The SRA has direct access to Immokalee Road, which is classified as an arterial road. • The SRA is consistent with the standards set forth in the RLSA Overlay Attachment C, applicable to Villages. • The total acreage requiring stewardship credits is 649.8 acres (total SRA acreage excluding 31.7 acres of public benefit use acres). At the required 8 Stewardship Credits per acre, 5,198.4 Stewardship Credits are required to entitle the SRA. • The Village will be served by the Collier County Water and Sewer District. Page 3 of 20 H:\2021\2021029\SRA\Initial\3rd Resubmittal\Brightshore Village SRA Narrative (4-22-2022 clean).docx Natural Resource Index Assessment The required Natural Resource Index Assessment (detailed environmental data and analysis) was prepared by Peninsula Engineering, Inc. Please refer to the Environmental Assessment Report provided in Sections I and II. In summary, the subject property has been significantly impacted through long term agricultural operations. Under the RLSA Overlay, the property is eligible to be designated as an SRA. The subject property does not include lands with a score greater than 1.2 on the Natural Resource Index and does not include any designated Habitat Stewardship Areas (HSA), Flowway Stewardship Areas (FSA), or Water Retention Area (WRA). The Village does not include any lands within the Area of Critical State Concern (ACSC). SRA Master Plan The Brightshore Village SRA Master Plan is consistent with the requirements of Section 40080070Go SRA Development Document The SRA Development Document is consistent with the requirements of Section 4.08.07.H. Public Facilities Impact Assessment (LDC Section 4.08.07.K.) Transportation: See TIS. Sewer and Water: See Public Facilities Report. Public Schools: See Public Facilities Report. Economic Assessment (per LDC Section Please see Fiscal Analysis included with this submittal. Additional GMP Consistency &LDC Compliance Evaluation Background: The Final Order (AC-99-002) was issued by the Administration Commission (Governor and Cabinet) on June 22, 1999. The Final Order required the County to conduct ``The Collier County Rural and Agricultural Assessment" (Assessment). The Assessment was required to identify the means to accomplish following: Page 4 of 20 H:\2021\2021029\SRA\Initial\3rd Resubmittal\Brightshore Village SRA Narrative (4-22-2022 clean).docx Y .ii { .I{« {{{! { 6... « r1 f ri* «+. ti- a• «t. { & :6 .. r4L { 1 { {.1{ Lot =i W. t i 14 %i i.i 1 f f • { .t t.i 1L ` •F F Vi Yt•f { « t / M « f « i . «« III « xovisions : J { mixed use dcvelopmmt The .. •.-if e1 E• etI ` IL NOR Milk A 9 g (m'J4Jff2LtJY!J'ILt' 4 -volt it The County bifurcated the Assessment area into two major geographic areas, then referred to as the Rural Fringe Area and the Immokalee Area Study. After completion of the Immokalee Area Study, the County amended the GMP to adopt the Rural Lands Stewardship Area (RLSA) Overlay (covering the +/-195,000 acres within the Immokalee Study Area), followed by LDC amendment to implement the GMP RLSA Goals, Objectives, and Policies. The various state agencies with jurisdictional Oversight approved these amendments, finding that the RLSA Overlay GOPs address the Final Order requirements related to the Assessment, including: • Providing measures to protect and prevent premature conversion of "prime agricultural lands ..."; • Providing measures to direct incompatible uses away from wetlands and upland habitat in order to protect water quality and quantity...' • Assessing the growth potential of the Area by assessing potential conversions of rural lands to other uses in appropriate locations, while discourage urban sprawl, directing incompatible uses away from critical habitat , and encouraging development that utilizes creative land use planning techniques, including but not limited to, public and private schools, urban villages„ new towns, satellite communities, area based allocations, clustering and open space provisions, and mixed use development. Collier County GMP (related to the RLSA): The GMP (through the RLSA Goals, Objectives, and Policies) is structured into five (5) Groups, the following analysis addresses compliance with Group 4 Policies: Page 5 of 20 H:\2021\2021029\SRA\Initial\3rd Resubmittal\Brightshore Village SRA Narrative (4-22-2022 clean).docx Group 4 — Group 4 — Policies to enable conversion of rural lands to other uses in appropriate locations, while discouraging urban sprawl, and encouraging development that utilizes creative land use planning techniques by the establishment of Stewardship Receiving Areas. Policy 4.1: Collier County will encourage and facilitate uses that enable economic prosperity and diversification of the economic base of the RLSA. Collier County will also encourage development that utilizes creative land use planning techniques and facilitates a compact form of development to accommodate population growth by the establishment of Stewardship Receiving Areas (SRAs). Incentives to encourage and support the diversification and vitality of the rural economy such as flexible development regulations, expedited permitting review, and targeted capital improvements shall be incorporated into the LDC Stewardship District. Compliance Analysis: The Brightshore Village SRA utilizes creative land use planning techniques (as herein described) and facilitates a compact form of development and, in part, accommodates population growth in Collier County. Policy 4.2: All privately owned lands within the RLSA which meet the criteria set forth herein are eligible for designation as a SRA, except land delineated as a FSA, HSA, WRA or land that has been designated as a Stewardship Sending Area. The exception, consistent with Policy 3.13, is when a WRA provides stormwater quality treatment for an SRA, then the acreage of the WRA used for stormwater quality treatment for the SRA shall be included in the SRA. Land proposed for SRA designation shall meet the suitability criteria and other standards described in Group 4 Policies. Due to the long-term vision of the RLSA Overlay, and in accordance with the guidelines established in Section 163.3248, Florida Statutes, the specific location, size and composition of each SRA cannot and need not be predetermined in the GMP. In the RLSA Overlay, lands that are eligible to be designated as SRAs generally have similar physical attributes as they consist predominately of agriculture lands which have been cleared or otherwise altered for this purpose. Lands shown on the Overlay Map as eligible for SRA designation include approximately 72,000 acres outside of the ACSC and 15,000 acres within the ACSC. Total SRA designation shall be a maximum of 45,000 acres. Because the Overlay requires SRAs to be compact, mixed -use and self- sufficient in the provision of services, facilities and infrastructure, traditional locational standards normally applied to determine development suitability are not relevant or applicable to SRAs. Therefore, the process for designating a SRA follows the procedures set forth herein and the adopted RLSA Zoning Overlay District. Compliance Analysis: Brightshore SRA complies with this policy. Policy 4.22: When historic of cultural resources are identified within the RLSA through the SRA designation process, the applicant in conjunction with the Florida Division of Historic Resources will assess the historic or cultural significance and explore the educational and public awareness opportunities regarding the significant resources. Compliance Analysis: Brightshore SRA does not contain any identified historic or cultural resources but will comply with the policy if these resources are identified through the SRA designation process. Page 6 of 20 H:\2021\2021029\SRA\Initial\3rd Resubmittal\Brightshore Village SRA Narrative (4-22-2022 clean).docx Policy 4.23: Any development on lands participating in the RLS Program shall be compatible with surrounding land uses. Within one year of the effective date of the Policy, LDC regulations shall be implemented for outdoor lighting to protect the nighttime environment, conserve energy, and enhance safety and security. Compliance Analysis: Brightshore SRA development will be compatible with the surrounding land uses and will comply with the LDC requirements related to outdoor lighting, in addition to dark sky policies, when such regulations become available. Policy 4.3: Land becomes designated as a SRA upon petition by a property owner to Collier County seeking such designation and the adoption of a resolution by the BCC granting the designation. The petition shall include a SRA master plan as described in Policy 4.5. The basis for approval shall be a finding of consistency with the policies of the Overlay, including required suitability criteria set forth herein, compliance with the LDC Stewardship District, and assurance that the applicant has acquired or will acquire sufficient Stewardship Credits to implement the SRA uses. The County has adopted LDC amendments to establish the procedures and submittal requirements for designation as a SRA, providing for consideration of impacts, including environmental and public infrastructure impacts, and for public notice of and the opportunity for public participation in any consideration by the BCC of such a designation. Compliance Analysis: As Policy 4.3 states, "The basis for approval shall be a finding of consistency with the policies of the Overlay, including required suitability criteria set forth herein, compliance with the LDC Stewardship District, and assurance that the applicant has acquired or will acquire sufficient Stewardship Credits to implement the SRA uses. The County has adopted LDC amendments to establish the procedures and submittal requirements for designation as a SRA, providing for consideration of impacts, including environmental and public infrastructure impacts, and for public notice of and the opportunity for public participation in any consideration by the BCC of such a designation. The Brightshore Village SRA is consistent with all applicable polices in the Overlay and meets or exceeds all applicable LDC requirements. Policy 4.4: Collier County will update the Overlay Map to delineate the boundaries of each approved SRA. Such updates shall be incorporated into the adopted Overlay Map by amendment periodically initiated by the County, or sooner at the discretion of the Board of County Commissioners, Compliance Analysis: No Analysis specific to Brightshore Village SRA required. This is a County responsibility. Policy 4.5: To address the specifics of each SRA, a master plan of each SRA will be prepared and submitted to Collier County as a part of the petition for designation as a SRA.. The master plan will demonstrate that the SRA complies with all applicable policies of the Overlay and the LDC Stewardship District and is designed so that incompatible land uses are directed away from wetlands and critical habitat identified as FSAs and HSAs on the Overlay Map. The SRA Master Page 7 of 20 H:\2021\2021029\SRA\Initial\3rd Resubmittal\Brightshore Village SRA Narrative (4-22-2022 clean).docx Plan shall comply with the County's then -adopted MPO Long Range Transportation Plan (LIZ. I and Access Management procedures. Each SRA master plan shall include a Management all with provisions for minimizing human and wildlife interactions. Low intensity land uses (e.g. passive recreation areas, golf course) and vegetation preservation requirements, including agriculture, shall be used to establish buffer areas between wildlife habitat areas and areas dominated by human activities. Consideration shall be given to the most current Florida Fish and Wildlife Commission guidelines and regulations on techniques to reduce human wildlife conflict. The management plans shall also require the dissemination of information to local residents, businesses and governmental services about the presence of wildlife and practices that enable responsible coexistence with wildlife, while minimizing opportunities for negative interaction, such as appropriate waste disposal practices. Compliance Analysis: The Brightshore Village SRA Master Plan demonstrates compliance with all applicable policies of the Overlay and the LDC Stewardship District and is designed so that incompatible land uses are directed away from wetlands and critical habitat identified as FSAs and HSAs on the Overlay Map, Policy 4.6: SRA characteristics shall be based upon innovative planning and development strategies referenced in Section 163.3248, Florida Statutes. These planning strategies and techniques include urban villages, new towns, satellite communities, area -based allocations, clustering and open space provisions, and mixed -use development that allow the conversion of rural and agricultural lands to other uses while protecting environmentally sensitive areas, maintaining the economic viability of agricultural and other predominantly rural land uses, and providing for the cost-efficient delivery of public facilities and services. The SRA shall also include a mobility plan that includes vehicular, bicycle/pedestrian, public transit, internal circulators, and other modes of travel/movement within and between SRA's and area of outside development and land uses. The mobility plan shall provide mobility strategies such as bus subsidies, route sponsorship or other incentives which encourage the use of mass transit services. The development of SRAs shall also consider the needs identified in the MPO Long Range Transportation Needs Plan, and plan land uses to accommodate services that would increase internal capture and reduce trip length and long-distance travel. Such development strategies are recognized as methods of discouraging urban sprawl, encouraging alternative modes of transportation, increasing internal capture and reducing vehicle miles traveled. Compliance Analysis: The Brightshore Village SRA complies with (meets or exceeds) the innovative characteristics established for a Village in the RLSA Overlay. Policy 4.7: There are three specific forms of SRA permitted within the Overlay. These are Towns, Villages, and Compact Rural Development (CRD). The Characteristics of Towns, Villages, and CRD are set forth in Attachment C and are generally described in Policies 4.7.1, 4.7.2, and 4.7.3. Specific regulations, guidelines and standards within the LDC Stewardship District to guide the design and development of SRAs to include innovative planning and development strategies as set forth in Section 163.3248, Florida Statutes. The size and base density of each form shall be consistent with the standards set forth on Attachment C. The maximum base residential density as set forth in Attachment C may only be exceeded through the density blending process as set forth Page 8 of 20 H:\2021\2021029\SRA\Initial\3rd Resubmittal\Brightshore Village SRA Narrative (4-22-2022 clean).docx in density and intensity blending provision of the Immokalee Area Master Plan or through the affordable workforce housing density bonus as referenced in the Density Rating System of the Future Land Use Element. The base residential density is calculated by dividing the total number of residential units in a SRA by the overall area therein. The base residential density does not restrict net residential density of parcels within a SRA. The location, size and density of each SRA will be determined on an individual basis during the SRA designation review and approval process. Compliance Analysis: No Analysis specific to Brightshore Village SRA required. The specifics of the proposed Village SRA are under review by the County relative to compliance with the applicable LDC provisions. Policy 4.7.1: Towns are the largest and most diverse form of SRA, with a full range of housing types and mix of uses. Towns have urban level services and infrastructure that support development that is compact, mixed use, human scale, and provides a balance of land uses to reduce automobile trips and increase livability. Towns shall be greater than 1,500 acres and up to 5,000 acres and are comprised of several villages and/or neighborhoods that have individual identity and character. Towns shall have a mixed -use town center that will serve as a focal point for community facilities and support services. Towns shall be designed to encourage pedestrian and bicycle circulation by including an interconnected sidewalk and pathway system serving all residential neighborhoods. Towns shall include an internal mobility plan, which shall include a transfer station or park and ride area that is appropriately located within the town to serve the connection point for internal and external public transportation. Towns shall have at least one community park with a minimum size of 200 square feet per dwelling unit in the Town, subject to Level of Service requirements. Towns shall also have parks or public green spaces within neighborhoods. Towns shall include both community and neighborhood scaled retail and office uses, described in Policy 4.15.1. Towns may also include those compatible corporate office, research, development companies, and light industrial uses such as those permitted in the Business Park and Research and Technology Park Subdistricts of the FLUE and those included in Policy 4.7.4. Towns shall be the preferred location for the full range of schools, and to the extent possible, schools and parks shall be located abutting each other to allow for the sharing of recreational facilities and as provided in Policies 4.15.2 and 4.15.3. Design criteria for Towns are included in the LDC Stewardship District. Towns shall not be located within the ACSC. Compliance Analysis: Not applicable to Brightshore Village SRA. Policy 4.7.2: Villages are communities with a diversity of housing types and mix of uses appropriate to the scale and character of the particular village. Villages shall be not less than 300 acres and up to 1,000 acres within the Area of Critical State Concern and up to 1,500 acres outside the Area of Critical State Concern. Villages are comprised of residential neighborhoods and shall include a mixed -use village center to serve as the focal point for the community's support services and facilities. Villages shall be designed to encourage pedestrian and bicycle circulation by including an interconnected sidewalk and pathway system serving all residential neighborhoods. Villages shall have parks or public green spaces within neighborhoods. Villages shall include neighborhood scaled retail and office uses, in a ratio as provided in Policy 4.15. Appropriately Page 9 of 20 H:\2021\2021029\SRA\Initial\3rd Resubmittal\Brightshore Village SRA Narrative (4-22-2022 clean).docx scaled uses described in Policy 4.7.3 shall also be permitted in Villages. Villages are an appropriate location for a full range of schools. To the extent possible, schools and parks shall be located adjacent to each other to allow for the sharing of recreational facilities. Design criteria for Villages shall be included in the LDC Stewardship District. Villages greater than 500 acres shall include an internal mobility plan which shall include a transfer station or park and ride area that is appropriately located within the village to serve the connection point for internal and external public transportation. Compliance Analysis: The Brightshore Village SRA complies with (meets or exceeds) the innovative characteristics established for a Village in the RLSA Overlay. Policy 4.7.3: Compact Rural Development (CRD) is a form of SRA that shall support and further Collier County's valued attributes of agriculture, natural resources and economic diversity. CRDs shall demonstrate a unique set of uses and support services necessary to further these attributes within the RLSA. Primary CRD uses shall be those associated with and needed to support research, education, convenience retail, tourism or recreation. A CRD may include but is not required to have permanent residential housing and the services that support permanent residents. The number of residential units shall be equivalent with the demand generated by the primary CRD use but shall not exceed the maximum of two units per gross acre. A CRD shall be a maximum size of 300 acres. To maintain a proportion of CRDs of 300 acres or less to Villages and Towns, not more than 5 CRDs of 300 acres or less may be approved as SRAs prior to the approval of a Village or Town, and thereafter not more than 5 additional CRDs of 300 acres or less may be approved prior to each subsequent Village or Town. Compliance Analysis: Not applicable to Brightshore Village SRA. Policy 4.7. 4: Existing urban areas, Towns and Villages shall be the preferred location for business and industry within the RLSA, to further promote economic sustainability and development, diversification and job creation. The business and industry use allowed includes, but is not limited to, those as defined as Florida Qualified Target Industries. The appropriate scale and compatibility of these uses within a Town or Village will be addressed during SRA application process. Compliance Analysis: Brightshore Village SRA complies with this Policy Policy 4.7.5: To address the accommodation of Affordable Housing in a Town or Village. the SRA applicant shall utilize one of the following options: 1) Affordable Housing Land Reservation a) Reservation of one or more site(s) within the SRA or within a proximal SRA in the RLSAO with densities and development standards that accommodate Affordable Housing residential uses at a minimum density of 10 units per acre. for acquisition by either Collier County. a Community Land Trust. a private developer or any other affordable housing provider. b) The aggregate acreage of such site(s) shall be equal to or greater than 2.5% of the gross area of the SRA. Page 10 of 20 H:\2021\2021029\SRA\Initial\3rd Resubmittal\Brightshore Village SRA Narrative (4-22-2022 clean).docx c) The acreage of land reserved for Affordable Housing will be considered as a Public Benefit Use and not require the consumption of Stewardship Credits but shall be included in the calculation of total SRA acreage. d) The County shall verify the site(s) is/are appropriate and approve the site(s) at time of SRA approval. subject to standards to be established in the LDC. e) Affordable Housing units shall be excluded from the Traffic Impact Statement or trip cap for the SRA in which they are located. 2) Alternatives proposed by the SRA Applicant a) While compliance with the Land Reservation described above shall be deemed to satisfy affordable housing requirements, other options may be proposed by the SRA applicant and approved by the Board of County Commissioners to address housing affordability issues in the subject SRA. 3) The process and procedures to implement this policy, including a definition to be used to determine " proximal SRA" and specific guidelines and standards in those instances in which alternative options may be proposed, shall be set forth in the Rural Lands Stewardship Area Overlay Zoning District. Compliance Analysis: The Brightshore Village SRA proposes an alternative Affordable Housing program that is consistent with this Policy. The SRA proposes to provide a minimum of 170 dwelling units to be sold at purchase prices at or below the Gap affordability range. The 170 affordable housing units is consistent with the land reservation calculations in Policy 4.7.5. subsection 1). Based on that option, 2.5-percent of the gross SRA area would be reserved for affordable housing at 10 dwelling units per acre. For the 680-acre Brightshore Village SRA, this equates to 17-acres with 170 dwelling units. Policy 4.8: An SRA may be contiguous to a FSA or HSA, but shall not encroach into such areas, and shall buffer such areas as described in Policy 4.13. A SRA may be contiguous to and served by a WRA in accordance with Policy 3.12 and 3.13. Compliance Analysis: Brightshore Village SRA complies with this Policy. Policy 4.9: A SRA must contain sufficient suitable land to accommodate the planned development in an environmentally acceptable manner. The primary means of directing development away from wetlands and critical habitat is the prohibition of locating SRAs in FSAs, HSAs, and WRAs unless the WRA is being uses to provide water quality treatment volume as referenced in Policy 3.13, in which case the WRA shall retain its WRA Overlay classification and be included in the SRA acreage total. To further direct development away from wetlands and critical habitat, residential; commercial, manufacturing/light industrial, group housing, and transient housing, institutional, civic and community service uses within a SRA shall not be sited on lands that receive a Natural Resource Index value of greater than 1.2. In addition, conditional use essential services and governmental essential services, with the exception of those necessary to serve permitted uses and for public safety, shall not be sited on lands that receive a Natural Resource Index value of greater than 1.2. Infrastructure necessary to serve permitted uses may be exempt from this restriction, provided that designs seek to minimize the extent of impacts to any such areas. The Index value Page 11 of 20 H:\2021\2021029\SRA\Initial\3rd Resubmittal\Brightshore Village SRA Narrative (4-22-2022 clean).docx of greater than 1.2 represents those areas that have a high natural resource value as measured pursuant to Policy 1.8. Less than 2% of potential SRA land achieves an Index score of greater than 1.2. Compliance Analysis: Brightshore Village SRA complies with this Policy. Policy 4.10: Within the RLSA Overlay, open space, which by definition shall include public and private conservation lands, underdeveloped areas of designated SSAs, agriculture, water retention and management areas and recreation uses, will continue to be the dominant land use. Therefore, open space adequate to serve the forecasted population and uses within the SRA is provided. To ensure that SRA residents have such areas proximate to their homes, open space shall also comprise a minimum of thirty-five percent of the gross acreage of an individual SRA Town, Village. Lands within a SRA greater than one acre with Index values of greater than 1.2 shall be retained as open space except for the allowance of uses described in Policy 4.9. Compliance Analysis: Brightshore Village SRA complies with this Policy, providing a minimum of 35% open space. Policy 4.11: The perimeter of each SRA shall be designed to provide a transition from higher density and intensity uses within the SRA to lower density and intensity uses on adjoining property. The edges of SRAs shall be well defined and designed to be compatible with the character of adjoining property. Techniques such as, but not limited to setbacks, landscape buffers, and recreation/open space placement may be used for this purpose. Where existing agricultural activity adjoins a SRA, the design of the SRA must take this activity into account to allow for the continuation of the agricultural activity and to minimize any conflict between agriculture and SRA uses. Compliance Analysis: Brightshore Village SRA complies with this Policy. Multi -family is required to be located within the mixed -use Village Center as sown on the Master Plan. Policy 4.12: Where a SRA adjoins a FSA, HSA, WRA or existing public or private conservation land delineated on the Overlay Map, best management and planning practices shall be applied to minimize adverse impacts to such lands. SRA design shall demonstrate that ground water table draw down or diversion will not adversely impact the adjacent FSA, HSA, WRA or conservation land. Detention and control elevations shall be established to protect such natural areas and be consistent with surrounding land and project control elevations and water tables. Compliance Analysis: The Brightshore Village SRA complies with this Policy. The north side of the Village is adjacent to HSA designated lands and sufficient buffering is provided. The Village is not adjacent to FSA designated land and does not include any FSA, HSA, WRA lands within the SRA boundary. There will be no adverse impact from the SRA on FSA, HSA, or WRA lands. Policy 4.13: Open space within or contiguous to a SRA shall be used to provide a buffer between the SRA and any adjoining FSA, HSA., or existing public or private conservation land delineated on the Overlay Map. Open space contiguous to or within 300 feet of the boundary of a FSA, HSA, Page 12 of 20 H:\2021\2021029\SRA\Initial\3rd Resubmittal\Brightshore Village SRA Narrative (4-22-2022 clean).docx or existing public or private conservation land may include: natural preserves, lakes, golf courses provided no fairways or other turf areas are allowed within the first 200 feet, passive recreational areas and parks, required yard and set -back areas, and other natural or manmade open space. Along the west boundary of the FSAs and HSAs that comprise Camp Keais Strand, i.e., the area south of Immokalee Road, this open space buffer shall be 500 feet wide and shall preclude golf course fairways and other turf areas within the first 300 feet. Compliance Analysis: The Brightshore Village SRA complies with this Policy. The Village provides sufficient buffering adjacent to HSA and FSA designated lands to avoid any adverse impacts to nearby HSA and FSA lands. Policy 4.14: The SRA must have either direct access to a County collector or arterial road or indirect access via a road provided by the developer that has adequate capacity to accommodate the proposed development in accordance with accepted transportation planning standards. At the time of SRA approval, an SRA proposed to adjoin land designated as an SRA or lands designated as Open Lands shall provide for the opportunity to provide direct vehicular and pedestrian connections from said areas to the County' s arterial/ collector roadway network as shown on the MPO' s LRTP Needs Plan so as to reduce travel time and travel expenses, improve interconnectivity, increase internal capture, and keep the use of county arterial roads to a minimum when traveling between developments in the RLSA. Public and private roads within an SRA shall be maintained by the SRA it serves. Signalized. intersections within or adjacent to an SRA that serves the SRA shall be maintained by the SRA it serves. No SRA shall be approved unless the capacity of County collector or arterial road(s) serving the SRA is demonstrated to be adequate in accordance with the Collier County Concurrency Management System in effect at the time of SRA designation. A transportation impact assessment meeting the requirements of Section 2.7.3 of the LDC, or its successor regulation shall be prepared for each proposed SRA to provide the necessary data and analysis. To the extent required to mitigate an SRA's traffic impacts, actions may be taken to include, but shall not be limited to, provisions for the construction and/or permitting of wildlife crossings, environmental mitigation credits, right of way dedication(s), water management and/or fill material which may be needed to expand the existing or proposed roadway network. Any such actions to offset traffic impacts shall be memorialized in a developer contribution agreement. These actions shall be considered within the area of significant influence of the project traffic on existing or proposed roadways. Compliance Analysis: The Brightshore Village SRA has direct access to Immokalee Road and meets the requirements of the County's Concurrency Management System. Policy 4.15.1: SRAs are intended to be mixed use and shall be allowed the full range of uses permitted by the Urban Designation of the FLUE, as modified by Policies 4.7, 4.7.1, 4.7.2, and 4.7.3, Attachment C. An appropriate mix of retail, office, recreational, civic, governmental, and institutional uses will be available to serve the daily needs and community wide needs of residents of the RLSA. Depending on the size, scale, and character of a SRA, such uses may be provided either within the specific SRA, within other SRAs in the RLSA or within the Immokalee Urban Area provided the capacity of those adjoining area's facilities as described in Attachment C to be Page 13 of 20 H:\2021\2021029\SRA\Initial\3rd Resubmittal\Brightshore Village SRA Narrative (4-22-2022 clean).docx utilized by the newly created SRA can demonstrate sufficient capacity exists for their desired uses per the standards of Attachment C. By example, each Village or Town shall provide for neighborhood retail/office uses to serve its population as well as appropriate civic and institutional uses, however, the combined population of several Villages may be required to support community scaled retail or office uses in a nearby Town. Standards for the minimum amount of non-residential uses in each category are set forth in Attachment C and shall be also included in the Stewardship LDC District. Compliance Analysis: The Brightshore Village SRA, meets or exceeds the requirements of Attachment "C" and provides for an appropriate mix of retail, office, recreational, civic, governmental, and institutional uses to serve the daily needs and community wide needs of residents and surrounding lands. Policy 4.15.2: The Board of County Commissioners (BCC) may, as a condition of approval and adoption of an SRA development, require that suitable areas for parks, schools, and other public facilities be set aside, improved, and/or dedicated for public use. When the BCC requires such a set aside for one or more public facilities, the set aside shall be subject to the same provisions of the LDC as are applicable to public facility dedications required as a condition for PUD rezoning. Compliance Analysis: The need for any such public facilities will be determined as part of the SRA Designation review process. Policy 4.15.3: Applicants for SRA designation shall coordinate with Collier County School Board staff to allow planning to occur to accommodate any impacts to the public schools as a result of the SRA. As a part of the SRA application, the following information shall be provided: 1. Number of residential units by type; 2. An estimate of the number of school -aged children for each type of school impacted (elementary, middle, high school); and 3. The potential for locating a public educational facility or facilities within the SRA, and the size of any sites that may be dedicated, or otherwise made available for a public educational facility. Compliance Analysis: These matters are addressed as part of the SRA review process. Policy 4.16: A SRA shall have adequate infrastructure available to serve the proposed development, or such infrastructure must be provided concurrently with the demand. The level of infrastructure provided will depend on the form of SRA development, accepted civil engineering practices, and LDC requirements. The capacity of essential services and infrastructure necessary to serve the SRA at buildout must be demonstrated during the SRA designation process. Infrastructure to be analyzed includes but not limited to, transportation, potable water, wastewater, irrigation water, stormwater management, and solid waste. Transportation infrastructure is discussed in Policy 4.14. Centralized or decentralized community water and wastewater utilities are required in Towns and Villages, and may be required in CRDs depending upon the permitted uses approved within the CRD. Centralized or decentralized community water and wastewater utilities shall be constructed, owned, operated and maintained by a private utility service, the developer, a Community Development District, the Immokalee Water Sewer Service District, Page 14 of 20 H:\2021\2021029\SRA\Initial\3rd Resubmittal\Brightshore Village SRA Narrative (4-22-2022 clean).docx Collier County, or other governmental entity. Innovative alternative water and wastewater treatment systems such as decentralized community treatment systems shall not be prohibited by this Policy provided that they meet all applicable regulatory criteria. Individual potable water supply wells and septic systems, limited to a maximum of 100 acres of any Town, Village or CRD of 100 acres are permitted on an interim basis until services from a centralized/decentralized community system are available. Individual potable water supply wells and septic systems may be permitted in CRDs of 100 acres or less in size. Compliance Analysis: These matters are addressed as part of the SRA review process. Policy 4.17: The BCC will review and approve SRA designation applications in accordance with the provisions of Policy 1.1.2 of the Capital Improvement Element of the GMP and public facilities pursuant to Policy 1.1 of the Capital Improvement Element in addition to the following: jails, law enforcement, emergency medical services, fire service, government buildings and libraries. Final local development orders will be approved within a SRA designated by the BCC in accordance with the Concurrency Management System of the GMP and LDC in effect at the time of final local development order approval. Compliance Analysis: The necessary supporting information to evaluate the impacts on Category A public facilities is provided with application. Policy 4.18: The SRA will be planned and designed to be fiscally neutral or positive to Collier County at the SRA horizon year based on a public facilities impact assessment, as identified in LDC 4.08.07.K. The BCC may grant exceptions to this Policy to accommodate affordable workforce housing, as it deems appropriate. Techniques that may promote fiscal neutrality such as Community Development Districts, and other special districts, shall be encouraged. At a minimum, the assessment shall consider the following public facilities and services: transportation, potable water, wastewater, irrigation water, stormwater management, solid waste, parks, law enforcement, and schools. Development phasing, developer contributions and mitigation, and other public/private partnerships shall address any potential adverse impacts to adopted levels of service standards. In the event that an SRA development, generates surplus revenues to Collier County, Collier County may choose to allocate a portion of such surplus revenues to ensure that sufficient resources are available to allow Collier County to respond expeditiously to economic opportunities and to compete effectively for high- value research, development and commercialization, innovation, and alternative and renewable energy business protects. Compliance Analysis: The Brightshore Village Economic Analysis demonstrates Fiscal Neutrality. Policy 4.19: Eight (8) credits shall be required for each acre of land included in a SRA, where such Credits were created from a Stewardship Sending Area submitted for review or approved prior to May 10, 2021. Land that is designated for a public benefit use described in Policy 4.20 do not require the use of Credits. In order to promote compact, mixed -use development and provide the necessary support facilities and services to residents of rural areas, the SRA designation entitles a Page 15 of 20 H:\2021\2021029\SRA\Initial\3rd Resubmittal\Brightshore Village SRA Narrative (4-22-2022 clean).docx full range of uses, accessory uses and associated uses that provide a mix of services to and are supportive to the residential population of a SRA, as provided for in Policies 4.7, 4.15.1 and Attachment C. Such uses shall be identified, located and quantified in the SRA master plan. Compliance Analysis: These uses are located and quantified in the SRA master plan. Policy 4.20: The acreage of a public benefit use shall not count toward the maximum acreage limits of an SRA, unless such public benefit uses were approved as part of an SRA approved prior to May 10, 2021, in which case such public benefit uses shall continue to be excluded from the maximum acreage limitation pursuant to the policy in effect at the time of approval. Public benefit uses shall not county toward the consumption of Stewardship Credits. For the purpose of this Policy, public benefit uses include affordable housing as defined in the LDC, public schools (preK- 12) and public or private post -secondary institutions, including ancillary uses, community parks exceeding the minimum acreage requirements of Attachment C, municipal golf courses; regional parks; and governmental facilities as defined in the LDC. The location of public schools shall be coordinated with the Collier County School Board, based on the interlocal agreement, Section 163.3248 F.S. and in a manner consistent with 235.193 F.S. Schools and related ancillary uses shall be encouraged to locate in or proximate to Towns, and Villages subject to applicable zoning and permitting requirements. Compliance Analysis: Brightshore Village SRA complies with this Policy. Policy 4.21: Lands within the ACSC that meet all SRA criteria shall. also be restricted such that credits used to entitle a SRA in the ACSC must be generated exclusively from SSAs within the ACSC. Further, the only form of SRA allowed in the ACSC east of the Okaloacoochee Slough shall be CRDs of 100 acres or less and the only form of SRA allowed in the ACSC west of the Okaloacoochee Slough shall be CRDs and Villages of not more than 300 acres. Provided, not more than 1,000 acres of SRA development in the form of Villages or CRDs exclusive of any lakes created prior to June 30, 2002, as a result of mining operations, shall be allowed in areas that have a frontage on State Road 29 and that had been predominantly cleared as a result of Ag Group I or Earth Mining or Processing Uses. This Policy is intended to assure that the RLSA Overlay is not used to increase the development potential within the ACSC but instead is used to promote a more compact form of development as an alternative to the Baseline Standards already allowed within the ACSC. No policy of the RLSA Overlay shall take precedence over the Big Cypress ACSC regulations and all regulations therein shall apply. Compliance Analysis: No Analysis specific to Brightshore Village SRA required. Policy 4.22: When historic or cultural resources are identified within the RLSA through the SRA designation process, the applicant in conjunction with the Florida Division of Historic Resources will assess the historic or cultural significance and explore the educational and public awareness opportunities regarding significant resources. Compliance Analysis: No Analysis specific to Brightshore Village SRA required. Page 16 of 20 H:\2021\2021029\SRA\Initial\3rd Resubmittal\Brightshore Village SRA Narrative (4-22-2022 clean).docx P011cy 4.23: Any development on lands participating in the RLS Program shall be compatible with surrounding land uses. Within one year of the effective date of this Policy LDC regulations shall be implemented for outdoor lighting to protect the nighttime environment, conserve energy, and enhance safety and security. Compliance Analysis: No Analysis specific to Brightshore Village SRA required. Collier County LDC (related to SRA Designation): The LDC (Section 4.08.07) states: "SRA designation is intended to encourage and facilitate uses that enable economic pNospe�ity and diversification of the economic base of the RLSA District, and encourage development that utilizes creative land use planning techniques and facilitates a compact form of development... 4.08.07 includes the following innovative planning techniques for various type of SRA developments, including Villages, through requirements, allowances, and incentives: A.1. Suitability Criteria. The following suitability criteria are established to ensure consistency with the Goals, Objectives, and Policies of the RLSA Overlay. [Underline added for emphasis.] a. An SRA must contain sufficient suitable land to accommodate the planned development b. Residential, commercial, manufacturing/light industrial, group housing, and transient housing, institutional, civic and community service uses within an SRA shall not be sited on lands that receive a Natural Resource Index value of greater than 1.2. c. Conditional use essential services and governmental essential services, with the exception of those necessary to serve permitted uses and for public safety, shall not be sited on land that receives a Natural Resource Index value of greater than 1.2, regardless of the size of the land or parcel. d. Lands or parcels that are greater than one acre and have an Index Value greater than 1.2 shall be retained as open space and maintained in a predominantly natural vegetated state. e. Open space shall also comprise a minimum of thirty-five percent of the gross acreage of an individual SRA Town, Village, or those CRDs exceeding 100 acres. Gross acreage includes only that area of development within the SRA that requires the consumption of Stewardship Credits. f. As an incentive to encourage open space, open space on lands within an SRA located outside of the ACSC that exceeds the required thirty-five percent retained open space shall not be required to consume Stewardship Credits. g. An SRA may be contiguous to an FSA or HSA, but shall not encroach into such areas, and shall buffer such areas as described in Section 4.08.07.J.6. An SRA may be contiguous to or encompass a WRA. h. The SRA must have either direct access to a County collector or arterial road or indirect access via a road provided by the developer that has adequate capacity to Page 17 of 20 H:\2021\2021029\SRA\Initial\3rd Resubmittal\Brightshore Village SRA Narrative (4-22-2022 clean).docx accommodate the proposed development in accordance with accepted transportation planning standards. Brightshore Village complies with all the above suitability criteria. A.2. SRAs in the Area of Critical States Concern (ACSC) are limited to Hamlet's and CRDs. Brightshore Village is not located within the ACSC. B. Establishment and Transfer of Credits Brightshore Village has provided evidence of having sufficient number of Credits to entitle the SRA, consistent with the County's requirements. C. Forms of SRA developments. 2. Villages Villages are primarily residential communities with a diversity of housing types and mix of uses appropriate to the scale and character of the village. Villages shall be not less than 100 acres or more than 1,000 acres. Villages are comprised of residential neighborhoods and shall include a mixed -use village center to serve as the focal point for the community's support services and facilities. Villages shall be designed to encourage pedestrian and bicycle circulation by including an interconnected sidewalk and pathway system serving all residential neighborhoods. Villages shall have parks or public green spaces within neighborhoods. Villages shall include neighborhood scaled retail and office uses, in a ratio as provided in Section 4.08.07. J. L Brightshore Village complies with the above (and with all other specific requirements and standards in the LDC as they relate to a Village). Conclusion• Adherence to the applicable LDC requirements and limitations ensures compliance with the Group 4 Policies in the GMP and ensures that an SRA utilizes creative and innovative land use planning techniques. These creative and innovative land use planning techniques are embedded within the RLSA program. Accordingly, it is our position that an application for SRA designation which demonstrates compliance with the requirements in the LDC established for SRA designation, both generally and specifically as they relate to a particular Form of SRA, must then be deemed to be consistent with the GMP. The LDC requirements implement the GMP Goals, Objectives, and Policies. The LDC requirements are highly detailed and specific in terms of requirements for each form of SRA. In addition to meeting or exceeding the requirements set forth in the LDC for the Village form of SRA, Brightshore Village SRA incorporates a number of innovative elements, including: Page 18 of 20 H:\2021\2021029\SRA\Initial\3rd Resubmittal\Brightshore Village SRA Narrative (4-22-2022 clean).docx • A design that provides multi -modal interconnectivity throughout the Village, including sidewalks, pathways, and golf -carts; • Utilizing the RLSA Special District provisions to allow for good and services, at a neighborhood scale, in proximity to Immokalee Road; • The Village Center is accessible to residents in the surrounding area, which will effectively reduce Vehicle Miles Traveled by providing access closer to Neighborhood Goods and Services; • Reduced Density along SRA edge — all multi -family will be within 1/2 mile of Village Center boundary; • Providing neighborhood parks (exceeding the LDC required minimum amount) and miles of pedestrian friendly sidewalks, boardwalks, and pathways; • Providing a 2.75-mile passive recreation trail system along the east, north and west perimeter of the SRA that will be open to the public, along with two (2) trail heads with parking; • Providing a minimum of 35% open space; • Utilizing a perimeter water buffer to discourage wildlife from entering residential areas; • Providing education/information for residents regarding living with wildlife and the potential for prescribed burns for conservation land management; and • Reduced Water Use. The Growth Management Plan provides the following Goal and Objective for the RLSA: Goal: To address the long -teem needs of residents and p�ope�ty owners within the Immokalee Area Study boundary of the Collier County Rural and Agricultural Area Assessment by retaining agricultural activities, directing incompatible uses away from wetlands and upland habitat, enabling the conversion of rural land to other uses in appropriate locations, discouraging urban sprawl, and encouraging development that employs creative land use planning techniques through the use of established incentives. [Underline added for emphasis. j Objective: Create an incentive -based land use overlay system, herein referred to as the Collier County Rural Lands Stewardship Area Overlay, based on the principles of rural land stewardship as defined in Chapter 163.3248, F.S. The Policies that implement this Goal and Objective are set forth below in groups relating to each aspect of the Goal. Group I policies describe the structure and organization of the Collier County Rural Lands Stewardship Area Overlay. Group 2 policies relate to agriculture, Group 3 policies relate to natural resource protection, and Group 4 policies relate to conversion of land to other uses and economic diversification. Group 5 are regulatory policies that ensure that land that is not voluntarily included in the Overlay by its owners shall nonetheless meet the minimum requirements of the Final Order pertaining to natural resource protection. [Underline added for emphasis. ] LDC Section 4.08.07A.1. states that the Suitability Criteria are "established to ensure consistency with the Goals, Objectives, and Polices of the RLSA Overlay". Page 19 of 20 H:\2021\2021029\SRA\Initial\3rd Resubmittal\Brightshore Village SRA Narrative (4-22-2022 clean).docx Compliance with the very detailed and specific requirements contained in the LDC, both generally as they apply to an SRA and specifically as they apply to a particular form of SRA, ensures consistency with the GMP Goals, Objectives, and Polices of the RLSA Overlay. Page 20 of 20 H:\2021\2021029\SRA\Initial\3rd Resubmittal\Brightshore Village SRA Narrative (4-22-2022 clean).docx D124 VIAT�ONS &JUSTIFICATIONS BRIGHTSHORE VILLAGE SRA DEVIATIONS AND JUSTIFICATIONS 8-25-2022 8.1. Neighborhood General Standards: Note: LDC Section 4.08.Q7.J.3.d.iii requires that Neighborhood General design standards in a Village be the same as those required in a Town for a Neighborhood General Context Zone. Therefore, the following deviations are requested from Section 4.08.07.J.2.d.111. a) through i) on the basis of how such standards apply to Neighborhood Center in a Village. 1) A deviation from LDC Section 4.08.07.J.2.d.11l.f)iv), "Non-residential uses," which states "the maximum square footage per [non-residential] use shall be 3,000 square feet and per location shall be 15,000 square feet," to instead allow the Amenity Center sites and related uses to be a maximum of 30,000 square feet each. Justification: Community Centers, will provide multiple amenities and uses for Village residents (and guests). This effectively reduces external trips. This also requires flexibility in size, in order to be sufficient to meet market demands. Note: This LDC Provision (and thus this deviation request) is unique to the RLSA Overlay, 2) A Deviation from LDC Section 4.08.07.J.d.11l.e)11), which states that in the case of "Multi -Family residential," "side yard setbacks shall be a minimum of 10 feet and rear yard setbacks shall be a minimum of 20 feet for the primary structure..." to instead allow for a side yard setback of 0 or 5 feet and a rear yard setback of 10 feet for zero lot line and townhome development, as set forth in Table 1: Neighborhood General - Required Minimum Yards and Maximum Building Height. Justification: The RLSA encourages a diversity of housing types. Allowing for Townhome and Villa type development in the Neighborhood General Context Zone promotes such diversity. To build such units effectively and efficiently they must be consistent with design used in other similar developments where the market has responded favorably. There are many approved projects that allow for such setbacks for villas and townhomes. We have maintained the required minimum 10400t side and 2046ot rear yard setbacks for traditional multi -family product and this deviation is limited to the Villa Townhome product. Note: This is a deviation that has routinely been granted for projects in the Urban area and in other approved RLSA Villages, when requested. 3) A deviation from LDC Section 4.08.07.J.2.d.ill. e)i), which establishes multi- family residential lots to be a maximum of 4 acres, to instead allow multi -family lots to be a maximum of 25-acres. H:\2021\2021029\SRA\Initial\8-25-2022\Brightshore Village SRA Deviations Justifications PL-20210001067 CLEAN (8-25-2022).docx Page 1 of 6 Justification: This deviation will allow for additional flexibility in the design of the different multi -family housing options proposed within this village. 4) A deviation from LDC Section 5.03.02 Co, which limits fences or walls to a maximum height of six (6) feet in residential districts to instead allow a twelve (12) foot wall/berm combination. The maximum height of the wall will be eight (8) feet. Justification: The deviation will allow for additional visual screening and noise attenuation from adjacent properties and roadways. Approval of the deviation will promote the public health, safety and welfare and enhance the visual appeal of the proposed development and community park internally and to existing external uses. 8.2 Village Center Standards 1) A deviation from LDC Section 4.08.07.J.3.d.ii.p)ii) "General Parking Criteria," which states "The majority of parking spaces shall be provided off-street in the rear of buildings or along the side secondary streets. Parking is prohibited in front of buildings..." to instead allow parking in front of buildings in the Village Center, when such parking is in support of a shopping center, or when located on a lot with two or more street frontages, or when located on a lot fronting on Immokalee Road. A Type `D' buffer per LDC at time of permitting will be required when parking is adjacent to or abutting a road. Justification: The Village Center fronts on Immokalee Road and is separated by a 20-100t wide Type D Buffer, and by lakes in certain areas. To remain viable in the marketplace, the Village Center commercial uses need to be accessible to and convenient to motorists from Immokalee Road. This may warrant parking in the front yard. However, with a 2046ot wide Type D Buffer along Immokalee Road, such parking will be adequately screened from view. Without direct access and exposure to and from Immokalee Road, the commercial enterprises will not be viable in the marketplace. The request is to eliminate the restriction on the amount of parking that may be located within any yard. Notes: This LDC provision (and thus this deviation request) is unique to the RLSA Overlay. 2) A deviation from LDC Section 4.08.07.J.3.d.ii.q), which requires that the majority of parking be located in the rear of buildings and prohibits parking in the front of building except on -street parking within the right-of-way to instead allow parking in the front, side, and rear yards, when such parking is in support of a shopping center, or when located on a lot with two or more street frontages, or when located on a lot fronting on Immokalee Road. A Type `D' buffer per LDC at time of permitting will be required when parking is adjacent to or abutting a road. Justification: This deviation is requested to allow parking in front, side, or rear yards in the Village Center in order to provide for maximum design flexibility H:�021\2021029\SRA\Initial\8-25-2022\Brightshore Village SRA Deviations Justifications PL-20210001067 CLEAN (8-25-2022).docx Page 2 of 6 for what will be a relatively small amount of commercial uses providing neighborhood goods and services. Also see Justification for Village Center Standards #1, above. Convenience and easy access are critical for achieving market viability for the nonresidential uses in the Village Center, particularly for the pass by traffic which is necessary for the viability of the commercial elements. Design flexibility is also necessary. Note: This LDC Provision (and thus this deviation request) is unique to the RLSA Overlay, 3) A deviation from LDC Section 4.08.07.J.3.d.ii.q), which requires that the amount of required parking in the Village Center "be demonstrated through a shared parking analysis submitted with an SRA designation application..." and be "determined utilizing the modal splits and parking demands for various uses recognized by ITE, ULI or other sources or studies..." to instead allow the parking demand analysis to be submitted at the time of initial Site Development Plan (SDP) or, at the discretion of the County Manager or designee, at the time of a subsequent SDP or SDP Amendment, in order to allow for a more comprehensive parking demand analysis based upon the mix of uses at the time of the initial SDP or subsequent SDP or SDP Amendment, Justification: Requiring this parking demand analysis at the time of SRA application makes no sense as the type and mix of uses in the Village Center is undetermined at the time of SRA application. This analysis should be conducted at the time of initial (or possibly subsequent) SDP for non-residential uses in the Village Center, 4) A deviation from LDC Section 4.08.07.J.3.d.ii.g), which establishes a maximum block perimeter of 2,500 feet in the Village Center to instead allow for the Neighborhood General block perimeter provisions per LDC Section 4.08.07.J.2.d.11l.c): the maximum block perimeter shall be 3,500 feet, except that a larger block perimeter shall be allowed where an alley or pathway provides through access, or the block includes water bodies or public facilities. Justification: The road network within the Village Center has been designed to accommodate the required separation of the limited access points to Immokalee Road. The Village Center development tracts will contain connecting and entry driveways, sidewalks, and lakes, to effectively break up the block length and provide through access. This design effectively meets the LDC intent to have smaller blocks. It recognizes that there are limited opportunities to accomplish this through additional roadways connections to Immokalee Road, and allows for alternatives that accomplish the LDC intent. 5) A deviation from LDC Section 5.03.02 H.l.b. and c., which requires non- residential development to provide a wall within the right -of --way landscape buffer when located on property opposite a residentially zoned district but fronting on a local street or roadway to instead not require a wall. This deviation shall not apply H:\2021\2021029\SRA\Initial\8-25-2022\Brightshore Village SRA Deviations Justifications PL-20210001067 CLEAN (8-25-2022).docx Page 3 of G to the rear of shopping centers and building areas where overhead doors are located and facing towards a residential district. Justification: The Village SRA is required to include a mixed -use village center to serve as the focal point for the community's support services and facilities. The Village Center will include the majority of the non-residential development and to require a wall between this area the adjoining residential tracts will create a physical barrier where there should be a seamless connectivity between the uses. 8.3 Transportation Standards 1) A deviation from LDC Section 4.08.07.J. l .b, Figures 1 through 18 (street cross - sections), to instead allow for streets within the Brightshore Village SRA to be designed in accordance with the cross -sections provided in Exhibit A, Sheets 6 through 9. Justification: LDC Section 4.08.07.J.1.b allows for Collier County Transportation Services to approve alternate cross -sections. The alternate cross -sections provided comply with the multi -modal design objectives of the Village form of SRA development. 8.4 Sign Standards 1) A deviation from LDC Section 5.06.02.B.S.a, "On -premises directional signs within residential districts," which requires on -premise directional signs to be set back a minimum of 10 feet from the edge of the roadway, paved surface or back of the curb, to instead allow a minimum setback of 5 feet from the edge of the roadway, paved surface or back of the curb, limited to signs internal to the SRA only. This excludes signage along County owned roadways. Justification: This deviation will allow more flexibility for directional signage internal to the project. A unified design theme will be utilized for all signage throughout the community. All roads and drives will be privately owned and maintained. This deviation is typical of master -planned residential developments in Collier County Note: This deviation is from a requirement that applies throughout the County (per the Section 5.06.00 (Signs Regulations). Note that the deviation does not apply to such signs located along County Roads. 8.5 Landscape Standards 1) A deviation from LDC Section 4.06.02.C., Buffer Requirements, "Types of buffers," Table 2.4 Information, Footnote (3) which requires "Buffer areas between commercial outparcels located within a shopping center, Business Park, or similar commercial development may have a shared buffer 15 feet wide with each abutting H:\2021\2021029\SRA\Initial\8-25-2022\Brightshore Village SRA Deviations Justifications PL-20210001067 CLEAN (8-25-2022).docx Page 4 of 6 property contributing 7.5 feet", to instead allow a shared buffer 10 feet wide with each abutting property contributing 5 feet. Justification: The combined 10-foot shared buffer will provide for sufficient separation and "breaking up" of parking areas within the Village Center. Note: This deviation is from a requirement that applies throughout the County and similar deviations have been granted. 2) A deviation from LDC Section 4.06.02 A., which requires landscape buffer strips to be shown and designated on the final plat within an easement, to instead allow the same required landscaping materials to be demonstrated on a planting plan, for staff review as part of the respective plans and plat application (PPL), with no requirement to establish a landscape buffer easement, limited to landscape buffers required for single-family uses adjacent to other single-family or multi -family residential subdivisions or developments within the Neighborhood General Context Zone and when separated by a lake. Justification: This deviation is intended to remove the required buffer easement for single-family residential development when adjacent to other single-family and multi -family subdivisions located within the same neighborhood context zone and when they are separated by a lake. The LDC already allows for clustering of the buffer requirements in this circumstance. In addition, sufficient transition and buffering between single-family and multi -family uses will be maintained as the multi -family residential developments will still be required to provide a 15' Type B buffer to adjacent single-family uses. The deviation is only to eliminate the requirement to establish a buffer easement in this limited circumstance. All required planting will be provided and depicted on a planting plan for staff review as part of the subdivision plats and plans application, and again, only in limited circumstance where single-family uses are adjacent to other single-family or multi -family residential subdivisions or developments within the Neighborhood General Context Zone and when separated by a lake. Since the landscape plan will be part of the approved PPL, it will have an enforcement mechanism. 8.6 Other Deviations 1) A deviation from LDC Section 4.05.04.G, "Parking Space Requirements," which requires 1 parking space per 100 square feet for recreation facilities (indoor) sports, exercise, fitness, aerobics, or health clubs to instead allow for parking for the Amenity Center sites to be calculated at 1 space per 200 square feet of indoor square footage, excluding kitchen or storage space. Justification: The project will have a complete system of interconnected sidewalks and multi -use pathways that can accommodate golf carts and bicycles, allowing residents to travel to the amenity center without using a car. Additionally, the Amenity Center is restricted for use by only Village residents and guests and are not open to the general public. The 1 space per 100 square feet for these H:\2021\2021029\SRA\Initial\8-25-2022\Brightshore Village SRA Deviations Justifications PL-20210001067 CLEAN (8-25-2022).docx Page 5 of 6 "community" amenity centers is excessive. Note: This deviation is from a requirement that applies throughout the County and similar deviations have been granted. 2) A deviation from LDC Section 3.05.10.A.2. — "Location Criteria," which requires that "LSPA [littoral shelf planting areas] shall be concentrated in one location of the lake(s), preferably adjacent to a preserve area," to instead allow for required littoral shelf planting areas to be aggregated in certain specific development lakes, including the development lake that runs along the eastern perimeter of the SRA. Justification: These areas will be designed to create, enhance or restore wading bird/waterfowl habitat and foraging areas. They will be designed to recreate wetland function, maximize its habitat value and minimize maintenance efforts. They will enhance survivability of the littoral area plant species, as there is a lower survivability rate in littoral planting areas along larger lakes subject to more variable water levels and wind and wave action, which negatively affects these littoral planting areas. Note: This deviation is from a requirement that applies throughout the County. 3) A deviation from LDC Section 4.03.08.C, "Potable Water System," which states "separate potable water and reuse waterlines... shall be provided ... by the applicant at no cost to Collier County for all subdivisions and developments" and "Reuse water lines, pumps, and other appurtenances will not be maintained by Collier County," to instead allow for such facilities and/or appurtenances to be conveyed to and maintained by Collier County. Justification: This deviation was requested to be included in the SRA by Collier County Utilities in order to allow flexibility in terms of the provision and/or maintenance of such facilities and/or appurtenances (i.e., the provision and/or maintenance by Collier County). The Deviation is supported by Utilities staff. H:\2021\2021029\SRA\Initial\8-25-2022\Brightshore Village SRA Deviations Justifications PL-20210001067 CLEAN (8-25-2022).docx Page G of 6 PUBLIC FACILITIES IMPACT ASSE MENT WITH EXHIBITS BRIGHTSHORE VILLAGE PUBLIC FACILITIES IMPACTASSESSMENT December 2021 (Revision #2) Solid Waste A solid waste assessment shall be prepared by the applicant as a component of an Impact Assessment Report that is submitted as part of an SRA Designation Application package. The assessment shall identify the means and methods for handling, transporting and disposal of all solid waste generated including but not limited to the collection, handling and disposal of recyclables and horticultural waste products. The applicant shall identify the location and remaining disposal capacity available at the disposal site. Brightshore Village is located within Collier County Solid Waste District 2 collection area. Collier County's exclusive franchisee contractor hauler, Waste Pro of Florida, inc., will collect solid waste and recycling generated within Brightshore Village. Recycled materials and horticultural waste will be collected from curbside containers through contract haulers. Residential solid waste, recyclables, and horticultural waste will be collected at the curb on a weekly basis. Any commercial developments within the Village will secure service from a licensed solid waste and recycling contractor that is permitted to work in Collier County. Construction debris will be collected and processed by a local business specializing in the recycling of construction products. Solid waste collected within Brightshore Village will be hauled to the Immokalee Solid Waste Transfer Station and from there transported to Waste Management's Okeechobee Landfill. According to the Collier County 2020 AUIR, there is existing landfill capacity for the next 29 years, or until 2049. If for any reason it is necessary, the Collier County Naples landfill is available and has sufficient capacity through 2041. Stormwater Management A Stormwater management impact assessment shall be prepared by the applicant as a component of an Impact Assessment Report that is submitted as a part of an SRA Designation Application Package. The stormwater management impact assessment shall, at a minimum, provide the following information: a. An exhibit showing the boundary of the proposed SRA including the following information: (1J The location of any WRA delineated within the SRA; No WRA areas are included within the Brightshore Village SRA area. There are WRA lands directly abutting the proposed Brightshore Village SRA boundary, but none are located within the proposed SRAEnl boundary. Digitally signed by John C John C E n g l i s h DageIs2022.03.01 17:47:58 -0500' John C. English, P.E. 1 P a g e FL Registration #56171 Peninsula Engineering Certificate of Authorization #28275 Reference attached exhibit "Brightshore Village Stormwater Assessment" (Peninsula Engineering Dwg File No. P-ABCP-009-002-X01). (2) A generalized representation of the existing storm water flow patterns across the site including the location(s) of discharge from the site to the downstream receiving waters. The proposed SRA Village area is currently, and has been for a long time, a set of agricultural fields. The agricultural fields are surrounded by perimeter rim ditches and dikes. Surface water run-off is graded to drain into a system of internal ditches which convey run-off to the perimeter ditches. A system of throw -out pumps discharge stormwater from the perimeter ditch, across the perimeter dike, into the adjacent wetland (designated as WRA/HSA) on the west and north sides of the property. The adjacent wetland which receives stormwater discharges from the agricultural fields then discharges via overland sheetflow, primarily to the north (into CREW lands). Reference attached exhibit "Brightshore Village Stormwater Assessment" (Peninsula Engineering Dwg File No. P-ABCP-009-002-X01). (3) The land uses of adjoining properties and, if applicable, the locations of stormwater discharge into the site of the proposed SRA from the adjoining properties. The land uses surrounding the subject project are: • To the West —Individual tracts of land zoned as A -MHO. Immediately adjacent to the subject project is a County road, Redhawk Lane. These lands do not drain into the Brightshore Village SRA, which is isolated from surrounding lands by a perimeter dike and ditches, as described in the previous section. • To the South — Immokalee Road ROW is immediately adjacent to the subject project to its south. Immokalee Road ROW drains into roadside ditches within the ROW, which then appears to discharge to the south. The Immokalee Road ROW does not drain into the Brightshore Village SRA, which is isolated from surrounding lands by a perimeter dike and ditches, as described in the previous section. • To the North and East — Immediately adjacent to the Brightshore Village SRA boundary are wetlands (designated as WRA/HSA), owned by the applicant. These wetlands drain via sheetflow primarily to the north, as mentioned in the previous sections. In summary, no surrounding properties drain into the Brightshore Village SRA. Reference attached exhibit "Brightshore Village Stormwater Assessment" (Peninsula Engineering Dwg File No. P-ABCP-009-002-X01). 2�Page b. A narrative component to the report including the following information: (1) The name of the receiving water or, if applicable, FSA or WRA to which the stormwater discharge from the site will ultimately outfall; The proposed SRA Village area is currently, and has been for a long time, a set of agricultural fields. The agricultural fields are surrounded by perimeter rim ditches and dikes. Surface water run-off is graded to drain into a system of internal ditches which convey run-off to the perimeter ditches. A system of throw -out pumps discharge stormwater from the perimeter ditch, across the perimeter dike, into the adjacent wetland (designated as WRA/HSA) on the west and north sides of the property. The adjacent wetland which receives stormwater discharges from the agricultural fields, then discharges via overland sheetflow primarily to the north (into CREW lands). As the farmland is converted and developed into Brightshore Village, the subject project will continue to discharge into the adjacent wetland, which is designated by Collier County as WRA/HSA. According to Collier County Drainage Basin Mapping, the proposed Brightshore Village is located within the Cocohatchee River Canal Basin. Therefore, Brightshore Village stormwater discharges will continue to be to the adjacent WRA/HSA areas, which will drain via overland sheetflow into the Cocohatchee River Canal Basin, which ultimately discharges to the Gulf of Mexico. (2) The peak allowable discharge rate (in cfs/acre) allowed for the SRA per Collier County Ordinance 90-10 or its successor regulation; A SFWMD Environmental Resource Permit will be required, but has not yet been applied for. SFWMD will review the surface water management system design, which will include review and approval of the allowable discharge rate. It is anticipated that the peak allowable discharge rate applicable to this project, based on Collier County ord. 2017-19, will be 0.04 cfs/acre for the Cocohatchee River Canal Basin. (3) If applicable, a description of the provisions to be made to accept stormwater flows from surrounding properties into, around, or through the constructed surface water management system of the proposed development; The land uses surrounding the subject project are: • To the West —Individual tracts of land zoned as A -MHO. Immediately adjacent to the subject project is a County road, Redhawk Lane. These lands do not drain into the subject property, which is isolated from surrounding lands by a perimeter dike and ditches, as described in the previous sections. • To the South —Immokalee Road ROW is immediately adjacent to the subject project to its south. Immokalee Road ROW drains into roadside ditches within the ROW, which then appears to discharge to the south. The Immokalee Road ROW does not drain into the subject property, 3�Page which is isolated from surrounding lands by a perimeter dike and ditches, as described in the previous sections. • To the North and East — Immediately adjacent to the Brightshore Village SRA boundary are wetlands (designated as WRA/HSA), owned by the applicant. These wetlands drain via sheetflow primarily to the north, as mentioned in the previous sections. In summary, no surrounding properties drain into or through the Brightshore Village SRA. The surrounding wetlands do drain around the subject property, however the proposed SRA Boundary will not affect their ability to continue to convey sheetflow north and south. (4) The types of stormwater detention areas to be constructed as part of the surface water management system of the proposed development and water quality treatment to be provided prior to discharge of the runoff from the site; and The proposed stormwater management system design for Brightshore Village is anticipated to consist primarily of wet detention areas (lakes). Commercial areas will also utilize dry detention pretreatment areas in accordance with SFWMD requirements. Discharges from the Brightshore Village water management system to the adjacent wetland (WRA/HSA areas) will occur only after required water quality volumes have been achieved, and will be by permitted control structures and facilities. It is anticipated that water quality and quantity treatment will occur within the on -site surface water management system. (5) if a WRA has been incorporated into the stormwater management system of an SRA, the report shall demonstrate compliance with provisions of Section 4.08.04A.4.b. As described in the previous section, it is currently anticipated that both water quality and water quantity treatment will occur within the on -site surface water management system. The actual design of the surface water management system will be subject to review and approval of SFWMD as a part of an Environmental Resource Permit application, and may therefore be subject to change to meet their requirements. Potable Water A potable water assessment shall be prepared by the applicant as a component of an Impact assessment Report that is submitted as part of an SRA Designation Application package. The assessment shall illustrate how the applicant will conform to either Florida Administrative Code for private and limited use water systems, or for Public Water Systems. In addition to the standard requirements of the analyses required above, the potable water assessment shall specifically consider, to the extent applicable, the disposal of waste products, if any, generated by the proposed treatment process. The applicant shall identify the sources of water proposed for potable water supply. Potable water services for the Brightshore Village project will be provided by the Collier County Water and Sewer District (CCWSD). More specifically potable water service will be provided from the Collier County Northeast Regional Water Treatment Plant. At the time of Brightshore Village SRA application, there are no County water mains located at the perimeter of the project. Per our meeting with CCWSD staff, the County is currently undergoing a water main extension that will bring a potable water main to the project perimeter with adequate capacity to meet the potable water demands and fire flow requirements of the project. According to CCWSD staff, this water main extension should be operational by August 2023. CCWSD staff also indicated that they will request that the applicant provide 5 acres for CCWSD to construct a ground storage tank (GST), either on -site or off -site in the vicinity of the project, to provide for system redundancy at some point in the future. According to CCWSD staff, this potable water impact assessment should utilize the County's LOS standard for the Northeast Collier County Regional Water Treatment Plant based on residential population only, and therefore will not consider demands on the basis of non-residential uses. For the purposes of calculating residential demands, we include both residential units and ALF/ILF/CCRC units. The two rates to be considered for potable water are Average Daily Demand (ADD) and Max Day Demand (MDD). The potable water LOS standard to be utilized is 130 GPD/Person (residential units) for ADD, which was provided by Collier County Utilities. MDD is calculated by using a factor of 1.30 (MDD = ADDx1.30). For the purposes of calculating ADD for Brightshore Village, we will utilize a commonly used assumption of 2.5 persons per residential unit (for both single and multi -family units). Therefore, potable water demands for Brightshore Village are calculated as: ADD = 2,000 residential units x 2.5 persons/residential unit x 130 GPD/person = 0.65 MGD 300 ALF/ILF/CCRC units x 2 persons/unit x 130 GPD/person = 0.078 MGD Total ADD = 0.73 MGD MDD = ADD x 1.30 = 728,000 GPD x 1.30 = 0.95 MGD Irrigation Water It is anticipated that irrigation quality (IQ) water supply for the Brightshore Village project will be provided by the Collier County Water and Sewer District (CCWSD). More specifically IQ water service will be provided from the Collier County Northeast Water Reclamation Facility. At the time of Brightshore Village SRA application, there are no County IQ water mains located at the perimeter of the project. Per our meeting with CCWSD staff, the County is currently undergoing an IQ water main extension that will bring an IQ water main to the project perimeter with adequate capacity to provide IQ water supply to meet the irrigation needs of the project, at guaranteed minimum pressure of 60 psi. According to CCWSD staff, this IQ water main extension should be operational by August S�Page 2023. Brightshore Village SRA reserves the right to obtain a SFWMD Water Use Permit to provide its own irrigation water supply on -site in the event that CCWSD cannot meet the project's irrigation needs. Using the Blaney -Griddle Method, the irrigation demands for Brightshore Village are estimated at: Annual Irrigation Water Demand = 296.28 MG Max Month Irrigation Water Demand = 37.26 MG Wastewater A wastewater assessment shall be prepared by the applicant as a component of an Impact Assessment Report that is submitted as part of an SRA Designation Application package. The assessment shall illustrate how the applicant will conform to either Standards for Onsite Sewage Treatment and Disposal Systems, contained in Florida Administrative Code for systems having a capacity not exceeding 10,000 gallons per day or for wastewater treatment systems having a capacity greater than 10,000 gallons per day. In addition to the standard requirements of the analyses required above, the wastewater assessment shall specifically consider, to the extent applicable, the disposal of waste products generated by the proposed treatment process. Wastewater services for the Brightshore Village project will be provided by the Collier County Water and Sewer District (CCWSD). More specifically wastewater service will be provided by the Collier County Northeast Water Reclamation Facility. At the time of Brightshore Village SRA application, there are no County wastewater force mains located at the perimeter of the project. Per our meeting with CCWSD staff, the County is currently undergoing a wastewater force main extension that will bring a wastewater force main to the project perimeter with adequate capacity to convey wastewater flows generated by the project to the NE Water Reclamation Facility. According to CCWSD staff, the applicant will be required to install a master wastewater pump station to pump Brightshore Village wastewater into the County force main. According to CCWSD staff, this wastewater impact assessment should utilize the County's Inc standard for the NE County Water Reclamation Facility based on residential population only, and therefore will not consider flows on the basis of non-residential uses. For the purposes of calculating residential flows, we include both residential units and ALF/ILF/CCRC units. The two rates to be considered for wastewater are Average Daily Flow (ADF) and Monthly Average Day Flow (MADF). The wastewater LOS standard to be utilized is 90 GPD/Person for ADF, which was provided by Collier County Utilities. MDF is calculated by using a factor of 1.21 (MADF = ADFx1.21). For the purposes of calculating ADF for Brightshore Village, we will utilize a commonly used assumption of 2.5 persons per residential unit (for both single and multi -family units). Therefore, wastewater flows for Brightshore Village are calculated as. ADF = 2,000 residential units x 2.5 persons/residential unit x 90 GPD/person = 0.45 MGD 300 ALF/ILF/CCRC units x 2 persons/unit x 90 GPD/person = 0.054 MGD Total ADF = 0.50 MGD MADF=ADFx1.21=504,000GPDx1.21=0.61MGD School Concurrency The projected enrollment of Brightshore Village on the Collier County Public Schools is shown in the table below. The student generation rates (SGR) in the 2015 School Impact Fee Update, the most recent data available, were used to calculate enrollment. Residential Unit Type Units SG Projected Students Total MFD, Condo, Duplex, Single -Family Attached 500 0.11 55 Total Single -Family Detached < 4,000 sf 11500 0.34 510 Total Residential 21000 565 Source: Collier County School District, Collier Enterprises, DPFG, 2019 According to the School District, at this time there is existing or planned capacity within the next five years at the elementary, middle and high school levels. Per conversation with Collier County Public Schools staff, no additional school sites within Brightshore Village SRA are necessary. At the time of site plan or plat, the development will be reviewed to ensure there is capacity either within the concurrency service area the development is located within or adjacent Concurrency service areas. Fire and EMS The proposed Brightshore Village is within the service area of North Collier Fire Control and Rescue District Station 12. Please see requested maps depicting the subject site and existing North Collier Fire Control and Rescue District and Collier County EMS stations, which illustrates travel routes from those locations to the subject site. Transportation Impacts See attached the attached Traffic Analysis for transportation impacts. I J.) .. �. i t .) -•f -I I- - - - -q E (• oil ALTo L. fit OFF y It w' ... low Li zA _ _.� •`• d top IF I ITT I If I, 11fill. To IF r T a _ e .`-E too d.. a' `` •,� -IP IT I�- NA If �O c TooiiiiIV 44 11hA1111111111111 too: - �; F Wool, q to �_ -Tom'_= .i__•L oo -- r - - _..._ -^� -t �T-rr--- - rl 5 :i 1 f i 1 T,. _. -- -smalft A MEMO 0000 ft%%W Eden Park Elementary 6 QUIP Lake Trafford Elementary / Nk*I ftbeft ,01 s=tjr — ill Pinecrest Elementary r 1 r r, Nod • 14 - •Station• . ;0 fr -- dill k US I r - a r •�' ,,,I'•;•a� ram:. ' ;t; b �- vt1_..old r tM �4 J., P „r _ 0 [: y --- 1 1 _ SchoolEstates Elementary All Void 8 — — ) ` Y .., ..- �,. , Future Ave Maria Elementary • • i FM& ' a r'—' } old , r _ t - _ lid dill dool "Li Corkscrew ElementaryCorkscrew Middle Good 91 / _ -- •.. _ All - - _ Immokalee L Future No Collier Fire & EMS �'Go ..� u �m y. r ..� '" '--- Go i TJ NaplesGreater Station_ �1., f $ �.�.- i ;� .' ,:• I !!,. 1 .. - _— — lk= loin Initial. Goor, to �q Palmetto Ridge High j, P J: !:1 •f2�.—. rw �r 11`� I�`'tit �'� 'ri "e 'S�r�;._' •1'a�Et�,, - 6 f�LL - Aid 'fie r i _ �1. 14 s. IM E oil I ULM Brightshore Village (FKA Hogan Island Village) Public Utility Deviation Approval Exhibit January 28, 2022 Ms. Jennifer Rainey, PMP, CAM Senior Operations Analyst Engineering and Project Management Division 3339 Tamiami Trail East Naples, FL 34104 Subject: Hogan Village SRA Utility Deviation Request Project No. PL20210001067 (Electronically Filed) Dear Ms. Rainey, Please find the attached request for a utility deviation for the proposed IQ watermain at Hogan Village SRA. The deviation was previously submitted for review on December 16, 2021. The deviation request was rejected by Craig Pajer (all other reviewers provided approval). Following further design review with Mr. Pajer, he agreed to the proposed utility design. This request is to provided formal approval of the proposed deviation. Enclosed for your review and approval of this request is the following: 1. One copy of the Collier County Utility Deviation Request Form. 2. One copy of the proposed roadway / utility cross-section. We trust that the items listed above are sufficient for your review and approval. Should you have any questions, or require any additional information, please do not hesitate to contact me at 239-403-6818, or via email at jenglish@pen-eng.com. Thank you, PENINSULA ENGINEERING John English, PE Peninsula Engineering 2600 Golden Gate Parkway, Naples, Florida, 34105 Office 239.403.6700 Fax 239.261.1797 Page I 1 ClheT C014nty COLLIER COUNTY PUBLIC UTILITIES DEPARTMENT ENGINEERING AND PROJECT MANAGEMENT DIVISION 3339 East Tamiami Trail Suite 303 Naples, FL 34112 Phone: (239) 252-8836 Any request for a deviation from the Collier County Water -Sewer District Utilities Standards and Procedures must be submitted on the Utility Deviation Form and should include all required information for a faster and more efficient process. Please email your request to UtilitvPlanninq(colliercountyfl.gov. Please maintain on deviation per form and select the appropriate types) of deviation (Wastewater, Water, IQ Water, or Grease Trap). Provide the associated land use application number assigned by the Growth Management Department. Ensure to select whether the deviation is on a privately owner or county owner system. Include a drawing that has the area(s) of interest highlighted for quick referencing. Please include any and all equipment specification information, pressures and velocities of flows, or other pertinent documentation and a cover letter to give additional information that may not be addressed on the form. For Grease Trap Deviations, please include a cover letter giving any relevant information regarding the kitchen and its use, a copy of the menu of what is to be cooked and served, and a floor plan of the kitchen and seating area. Typically, Utility Deviation requests are processed within 5-10 business days. You will be notified by email of the outcome of your deviation request. If the deviation is rejected, a meeting may be requested with the appropriate Director and staff to discuss. If you have any questions regarding this process, please call (239) 252-8836 or email your questions to UtilitvPlanninq(a�colliercountyfl.gov. Utility Deviation Form Revision Date: Date:1 /31 /2022 UTILITY DEVIATION FORM Petitioners Request ❑x Wastewater ❑Water Land Use Application # PL20210001067 Project Name: Hogan Village SRA Folio Number(s): 00114401 � IQ Water ❑ Privately Owned Petitioner's Name &Business Name: John English, Joanna Nicholson, Peninsula Engineering Business Address: 2600 Golden Gate Parkway, Naples, FL 34105 Phone #: 239=262-2600 Email: Reason for Request: ❑Grease Trap ❑County Owned REQUIRED INFORMATION Cover Letter w/Pertinent Information Site Drawings Detail Specifications (include MFR Maint. Procedures for Grease Trap Deviations) Menu &Seating (Only for Grease Trap Deviations) he layout and esign req Tduirements for the community include landscaping (trees) to be adjacent to the roadway (between the back of curb and sidewalk). Utilities will not be installed under the landscaping. The proposed force main will be installed under the sidewalk. Given the separation requirement from the force main to the IQ main (5'min.) the IQ main will be installed within 3' of the proposed 10' P.U.E. The code requires a minimum of 5' utility separation from the P.U.E. boundary throughout the community. How does this Request Differ from Ordinance: The code requires a minimum of 5' separation from utilities to the P..U.E. boundary. Impact of this Request of Affected Area: NO adverse impacts anticipated. The proposed location will provide the required separation from the force main should fui Impact of this Request on the Maintenance of the System: No negative impacts anticipated Explain Benefits Request Will Have to the Operation/Maintenance of the Collier County Utility System: The set back deviation and proposed location of the IQ main is reasonable for damage prevention given the design requirements for this community. (i.e., landscape requirements and P.U.E. location constraint). Additional Comments: A roadway cross-section is provided depicting the proposed location of the utilities in relation to site design and the P.U.E. Utility Deviation Form Revision Date: Date: oli2si2o22 UTILITY DEVIATION FORM Petitioners Request ❑X Wastewater ❑Water IQ Water ❑Grease Trap Land Use Application # PL2o210001os7 Project Name: Hogan Village SRA Folio Number(s): 0011440103 ❑ Privately Owned x❑County Owned Petitioner's Name &Business Name: John English, Joanna Nicholson Peninsula Engineering Business Address: 2600 Golden Gate Parkway Naples, FL 34105 Phone #: 239-262-2600 Email: jenglish@pen-eng.com REQUIRED INFORMATION Cover Letter w/Pertinent Information Site Drawings Detail Specifications (include MFR Maint. Procedures for Grease Trap Deviations) Menu &Seating (Only for Grease Trap Deviations) Reason for Request: The layout and design requirements for the community include landscaping (trees) to be adjacent to the roadway (between the back of curb and the sidewalk). Utilities will not be installed under the landscaping. The proposed force main will be installed under the sidewalk. Given the separation requirement from the force main to the IQ main (5' min.), the IQ main will be request is to allow the IQ main to be installed 3' from proposed P.U.E. boundary throughout the community. How does this Request Differ from Ordinance: The code requires a minimum 5' separation from utilities to the P.U.E. boundary. Impact of this Request of Affected Area:No negative impacts are anticipated. The proposed location will provide the required separation from the force main should future maintenance need to occur. Should damage or future maintenance operations take place on the IQ main, a shut down will not require testing, boil notifications, and other negative impacts typically observed when potable water mains in service are under repair. Impact of this Request on the Maintenance of the System: No negative impacts are anticipated Explain Benefits Request Will Have to the Operation/Maintenance of the Collier County Utility System: The set back deviation and proposed location of the IQ main is reasonable for dama given the design requirements for this community (i.e., landscape requirements and P.U.E location constraint). ntion in Additional Comments: A roadway cross-section is provided depicting the proposed location of the utilities relation to site design and the P.U.E. Utility Deviation Form Revision Date: July 2018 �4(0' P.0 E - �.,, ---16' � ,, , 15. $I EWALK SIDEWALK �� 5' 6' (MATERIAL MAY VARY) 6' (TYP) 5' (MIN) � IQ WATER MAIN (TYP) M IS•J R.O.W. (58' MIN) 11' 11' (TRAVEL (TRAVEL LANE) LANE) STREET TREE (TYP) � ' _ I� 1B' --= SIDE!%A'K 6' S' , 5' B' 8' (TYP) � (MIN) (MIN) 5'(MIN) CURB AND GUTTER FORCE MAIN (TYP) (TYPE AND `1) (TYP) MATERIAL MAY VARY) POTABLE WATER MAIN (TYP) NEIGHBORHOOD GENERAL (LOCAL STREET; 10' R.O.W. i P.U.E. (58' MIN) 11 �►--16',,:; '���(fRAVEL � `LANE) 5' SI EWALK ���6 SIDEWALK 5 (MIN) (MATERIAL MAY VARY) �r 3'(�) (MIN) IQ WATER (� MAIN (TYP) (') REQUIRES DEVIATION 2b (MIN, (TYP) FORCE MAIN N) (TYP) SCALE: 1" = 10' �F 10' P.U.E. STREET TREE ' � (TYP) 11' '' ����. "RAVEL' 16r y LANE) � �)� 5' SIDEWA K 6' S (MIN) CURB AND GUTTER (lYP) (TYPE AND MATERIAL MAY VARY) 5' (MIN) 5' (MIN) POTABLE WATER MAIN (TYP) NEIGHBORHOOD GENERAL (LOCAL STREET: SCALE: 1" = 10' 10' P.U.E. i PENINSULA ENGINEERING .t���. :°w,. ,�,a.�Y r .,�.�.4�. ,..,.,�,,,�a�o���: PROJECT HOGAN VILLAGE SRA EXHIBIT (A) SRA STREET CROSS SECTIONS (2) OWNER/CLIENT/CONSULTANT'. BARRON COLLIER PARTNERSHIP, LLLP REVISIONS. NOTES. SEC.1 B,19 TWP:d7S RGE: 2BE CiN. — CounN'. COLLIER Designatl by: JOHN ENGLISH, P.E. Drawn by: JASON LIGHTELL Dale: SEPTEMBER 20?7 HonzontalSwio ,"_,�� Vomcol Sralo'. N.T.S. Prolact Number P-ABCP-009 Fllo Number: P-ABCP-009-002-107 snout Number: C-107 07 of 09 Erom: pudsharepoint@colliergov.net Sent: Monday, January 31, 2022 2:55 PM To: Kyle Fruth; David Hurst, John English, Joanna.Nicholson@ col Ilercountyfl.gov Cc: UtilityPlanning@colliercountyfl.gov Subject: Approved Hogan Village SRA Attachments: Hogan Village SRA_01312022.pdf; Hogan Village SRA. 12232021.pdf, Deviation Request_Cover Ltr.pdf; HR Roadway Cross-Section.pdf The subject Wastewater/IQ Water Utility Deviation Request has been approved by the Public Utilities Department. The approved documents are attached along with the approval sheet. Wastewater Division Director: Approve: No change to previously approved request. EDF Beth Johnssen 239-252-4287 Beth.johnssen@col[iercountyfl.gov Principal Project Manager -Wastewafier: Approve: Mr. Roman should not be in this deviation workflow. EDF 239-252-6214 Wastewater Collections Manager: Approve: Steve Nagy 239-252-2172 Principal Project Manager -Wastewafier: Approve: Sr Operations Analyst: Approve: Reviewed JAR Jennifer A. Rainey Sr Operations Analyst: Submit: 239-252-2554 239-252-8836 DanielRoman@colliercountyfl.gov Steve.Nagy@colliercountyfl.gav craig.pajer@colliercountyfl.gov jarainey@colliergov.net 1 01/31/2022 01/31/2022 01/31/2022 01/31/2022 01/31/2022 Jennifer A. Rainey 239-252-8836 jarainey@colliergov.net This is an automatically generated email, please do not reply. 01/31/2022 Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public recards request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. 2 MENT ECTION 1- ROAD SEGMENT ANALYSIS Prepared for: Hole Montes &Associates 950 Encore Way Naples, FL 34110 Phone: 239-254-2000 Collier Coun CONSULTING SOLUTIONS Collier County, Florida b/29/2022 Prepared by: Trebilcocl< Consulting Solutions, PA 2800 Davis Boulevard, Suite 200 Naples, FL 34104 Phone: 23M6&9551 Email: ntrebilcock@trebilcock.biz Transportation Methodolo�v Fee* — $500.00 Fee Collier County Transportation Review Fee* — Maior Study — $1,500.00 Fee Note — *to be collected at time of first submittal Brightshore Village — SRA — TI ) Section 1— Road Segment Analysis —June 2022 Statement of Certification I certify that this Traffic Impact Statement has been prepared by me or under my immediate supervision and that I have experience and training in the field of Traffic and Transportation Engineering. This item has been electronically signed and sealed by Norman J. Trebilcock, P.E., State of Florida license 47116, using a SHA4 authentication code. Printed copies of this document are not considered signed and sealed, and the SHA4 authentication code must be verified on any electronic copies. Trebilcock Consulting Solutions, PA No 47116 '. ?� S TAT E OF Off.fte <v 0400 R 1 V P N 40% #jjN A` �`J,`�� Digitally signed by Norman Trebilcock DN: c=US, st=Florida,l=Naples, o=Norman Trebilcock, cn=Norman Trebilcock, email=ntrebilcock@trebilCOCk.bl Z Date: 2022.06.29 13030:28-04'00' Norman J. Trebilcock, AICP, PTOE, P.E. FL Registration No. 47116 Trebilcock Consulting Solutions, PA 2800 Davis Boulevard, Suite 200 Naples, FL 34104 Company Cert. of Auth. No. 27796 Page �2 Brightshore Village — SRA — TI ) Section 1— Road Segment Anolysis —June zuzz ProjectDescription........................................................................................................................0 4 TripGeneration..............................................................................................................................0 5 ModelAdjustment.......................................................................................................................... 8 Trip Distribution and Assignment................................................................................................0 13 Future Background Traffic Volumes............................................................................................. 17 Existing and Future Roadway Conditions Without Project.......................................................... 20 FY22 —FY26 Five Year Worl<Program/CIE.................................................................................................. 20 Collier 2045 LRTP —Highway Cost Feasible Plan......................................................................................... 20 Future Conditions with Project..................................................................................................... 24 ProjectTraffic Impacts................................................................................................................................ 24 Impacts to Agricultural Products Transport................................................................................. 26 ImprovementAnalysis.................................................................................................................. 26 Mitigationof Impact..................................................................................................................... 27 Appendices Appendix A: Project Conceptual Site Plan................................................................................... 28 Appendix B: Initial Meeting Checklist (Methodology Meeting) .................................................. 30 Appendix C: Project Trip Generation Calculations....................................................................... 42 Appendix D: FSUTMS Inputs and Outputs................................................................................... 68 Appendix E: Collier County 2021 AUIR Attachment F —Roadway Segments. a a a a a a 5 a a a a a d a a a 8 a a a a 5 8 0 a 8 6 108 Appendix F: Collier County FY22 —FY26 Five Year Work Program/CIE..................................... 110 Appendix G: Collier County Transportation Element Map TR-3.0............................................. 112 Appendix No Collier 2045 LRTP Table 6-3................................................................................... 114 Appendix I: Collier County 2021 AUIR Attachment H................................................................ 117 Appendix J: FDOT Generalized Peak Hour Peak Direction Service Volumes —Urbanized Areas Appendix K: Collier County Transportation Element Map TR-7................................................ 122 Appendix L: All Road Segments................................................................................................. 124 Trebilcock Consulting Solutions, PA Page 13 Brightshore Village — SRA —TIS Section 1— Road Segment Analysis —June zuzz Project Description The Brightshore (fka Hogan Island) Village Stewardship Receiving Area (SRA) is in eastern Collier County in portions of Sections 18 and 19, Township 47 South, and Range 28 East. The Brightshore Village SRA contains a total of 680 ± acres. Brightshore Village is located north of Immokalee Road, northeast of the intersection of Red Hawk Lane and Immokalee Road. Lands to the north, east, and west have a base zoning designation of A -Agricultural and the lands to the south are zoned E-Estates. Lands to the north and to the east of the SRA are designated SSA 13 under the Rural Lands Stewardship Area (RLSA) Overlay. The land within the Brightshore Village SRA has been in active agricultural production for many years. In accordance with the RLSA Overlay definition, Brightshore Village is primarily a residential community which includes a diversity of housing types and a maximum of 2,000 dwelling units. Brightshore Village includes a mixed -use Village Center providing for the required neighborhood -scaled retail, office, civic, and community uses. The SRA is designed to encourage pedestrian/bicycle circulation via an interconnected sidewalk and pathway system including bike lanes on the spine road, serving the entire village and with an interconnected system of streets, dispersing and reducing both the number and length of vehicle trips (ref. Fig. 1— Project Location Map and Appendix A. Project Conceptual Site Plan). Figure 1—Project Location Map R Mirumdr Oulletc Pepper Ranch N Preserve - - - Immakalc Project Location `7 Crew Wildlife and r Environmental Audubon rea Corkscrew Swamp Sanctuary -ONLINE... rings CREW Flint Ave Maria Pen Strand Bud Rookery J Swamp Bonita Bay Club Naples ® Orangetree TwlnEagtes Sales and 0 Information Center m The purpose of this Traffic Impact Statement (TIS) is to document the transportation impacts associated with the proposed request. Trebilcock Consulting Solutions, PA Page 14 Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June zuzz The full analysis consists of two reports: Section 1, Road Segment Analysis; and — Section 2, Site Access and Intersection Analysis. This traffic report agrees with the latest adopted Collier County Traffic Impact Study Guidelines and Procedures per the submitted Methodology (Appendix B). Consistent with the adopted Collier County Traffic Impact Study Guidelines and Procedures, traffic generated by a site is estimated using the latest Institute of Transportation Engineers (ITE) Trip Generation publication or other rates as requested and/or approved by the County. Brightshore Village is a proposed master planned mixed use development to consist of residential, commercial, and civic/institutional uses. To provide more flexibility, the development will have the ability to adjust proposed parameters by converting non-residential and residential uses, subject to size and trip cap limitations, as applicable (e.g., commercial to mini storage). A potential development scenario is considered for the purposes of establishing a trip cap limitation. By limiting potential development on a site to a maximum trip generation that would be allowed under the proposed development intensity, the impacts to the transportation system are initially addressed such that further traffic impacts are avoided. The proposed buildout development scenario is as follows: — Single -Family Detached Homes —1500 Dwelling Units (DUs) Single -Family Attached Homes —150 DUs Multi -Family Homes — 350 DUs — Commercial Uses—106,000 Square Feet (SF): o Mixed Retail - 85,000 SF o Office - 21,000 SF — Civic/Institutional Uses — 20,000 SF. The project buildout and future planning horizon year is assumed to be 2038. An initial methodology meeting was held with Collier County Transportation Planning staff on July 21, 2021. The TIS methodology was updated on August 18, 2021, via phone meeting as depicted in Appendix B: Initial Meeting Checklist (Methodology Meeting). Project access connections to the surrounding roadway network are illustrated in the proposed Conceptual Site Plan (Appendix A). A detailed evaluation of applicable access points will be performed at the time of site development permitting. Trip Generation Gross trip generation was estimated using ITE Trip Generation Manual 11t" ed. equations and average rates as applicable. Table 1 contains the intensities at buildout in 2038 and land use codes chosen to represent the uses. ITE Land Use Code (LUC) 821 is new to the 111" edition and represents retail plazas up to 150,000 SF each. All were assumed to contain a supermarket. ITE Land Use Code 215 is new also and Trebilcock Consulting Solutions, PA Page � 5 Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 represents single-family attached homes. A summary of the 11t" edition formula types and coefficients, along with excerpts from the 11th edition Trip Generation Manual are in Appendix C. The Land Use Code (LUC) choices proposed are. Single -Family Detached homes -LUC 210 Single -Family Detached Housing. Single -Family Attached homes - LUC 215 Single -Family Attached Housing. — Multi -Family homes — LUC 220 Multifamily Housing (Low -Rise) Not Close to Rail Transit (to cover a mix of low-rise and mid -rise styles -the latter has lower trip generation characteristics than low- rise). — Commercial uses: o LUC 821 Shopping Plaza 40-150K -Supermarket -Yes o LUC 710 General Office Building — Civic/Institutional uses -LUC 750 Office Park. The ITE internal capture method result with the proposed collection of uses is 14.1 percent for the PM peak hour (see Appendix C). This method is insensitive to the location of the project and ignores the number, nature and proximity of complementary land uses outside the project and hence their effect on traffic internalization. For this reason, the internal capture rate proposed here is the trip internalization produced in the adopted 2045 travel demand model when the project uses are placed at the project location. The model estimate is 20.6 percent (3,754/18,209, see Appendix D). Appendix C contains a trip generation summary and internal capture development tables (AM and PM) based on the ITE Trip Generation Handbook 3ru ed. method of estimating internal capture. The upper two tables contain the directional percentage limits on internal trip ends from the Handbook Tables 6.1 and 6.2. The middle two tables apply those percentages to the total entering and exiting trips for each use. The result at that point is unconstrained by comparison with the alternate estimate at the other end of the trip interaction, which is limited by the use of a different percentage. The lower left table contains the lesser of the two possibilities. The lower right table contains the summary of all trips. This analysis replaces the ITE based internal capture estimate with one derived from FSUTMS. If total external trips were the only measure of interest, and in the absence of land uses with the potential for pass -by capture, altering the base ITE trip generation table to conform with a different internal capture estimate would merely involve subtracting that percentage from the total trips, exactly as FSUTMS reports it in the INTRA_DAY.dbf file shown in Appendix D. However, because retail traffic is involved, the internally captured trip total must be apportioned to the various land uses to isolate the retail external traffic, from which the pass -by capture is then deducted. To preserve the relative magnitude of internal capture rate among uses (which differ) but ensure that the overall internal capture rate conforms with the FSUTMS estimate, the numbers in the PM unconstrained trip tables described above were inflated until the overall capture matched the FSUTMS estimate. One inflation factor was used for retail and residential. A lesser adjustment was made to the office trips because of their low gross generation in the PM peak hour. The FSUTMS/ITE capture rate ratio inflation factor was applied to the AM internally captured trips, without the office adjustment. The internal capture development tables consistent with Table 1 are also in Appendix C. The estimated weekday trip generation summary associated with the proposed build -out conditions is illustrated in Table 1. Trebilcock Consulting Solutions, PA Page 16 n 0 n n 0 Ln rr oq 0 c 0 0 Ln Brightshore Village — SRA —TIS Section 1— Road Segment Analysis —June 2022 Pass -by capture for LUC 820 (and assumed here for LUC 821 as well) is limited by Collier County to 25 percent and is applied to the commercial external traffic following the deduction of internally captured trips. The future background traffic on that portion of Immokalee Rd is from Table 4 and is the average of the two segments east and west of the project (902+708)/2 = 805 vehicles per hour, peak direction. Assuming directional split of 0.56 (used by FDOT in the Generalized Level of Service Table, see Appendix J) estimates the peak hour two-way traffic at 1438. A limitation on pass -by captured trips is 10 percent of this volume or 144 trips. The number of pass -by captured trips based on the 25 percent of external commercial traffic is 134. In agreement with the Collier County TIS guidelines, significantly impacted roadways are identified based on the proposed project highest peak hour trip generation (net external traffic) and consistent with the peak hour of the adjacent street traffic. Based on the information contained in Collier County Annual Update and Inventory Report (AUIR), the peak hour for the adjacent roadway network is PM peak hour. The estimated net new increase in external trips at project buildout condition is 1,761 PM peak hour two- way trips. Model Adjustment The project traffic distribution pattern, project internal capture, and background traffic volumes were estimated using the Florida Standard Urban Transportation Model Structure (FSUTMS). The model used currently in Collier County was developed by the Florida Department of Transportation (FDOT), encompasses the entirety of FDOT District One, is called the District One Regional Planning Model (D1RPM) and is the basis for Long Range Transportation Plan (LRTP) Updates recently adopted by all MPOs in District One. It is run with CUBE, a family of applications that include a graphical interface and a travel demand forecasting engine called Voyager. They were developed by Citilabs and are currently sold and supported by Bentley Systems. The model reflecting the adopted LRTP updates throughout District One is maintained by FDOT and downloaded with approval from the District One Model Coordinator. This analysis uses two distinct model runs, both using the county's adopted 2045 model. Discussed in more detail below, one contains the buildout project contents in a new project traffic analysis zone (TAZ#2944) and one without it. An adjustment from the adopted model contents made for both model runs was to reflect projects that were approved after the model was adopted. Centroid contents and connections in the adopted model (Figure 2) were adjusted to reflect the approved projects those TAZs contain (Figure 3). Appendix D contains the development of all the zonal contents, including tables converting areas of non-residential use to employees by type, and development of full socio-economic data contents based on averages in nearby zones. The contents of the zones representing Longwater, Rivergrass and Bellmar are consistent with their development approvals. Rivergrass' contents were divided between two zones on either side of Oil Well Rd. The single family/multi-family mix assumed in the Rivergrass traffic analysis is preserved, with the single-family portion split evenly between north and south, and the multi -family total split 75 percent north, 25 percent south, consistent with an ongoing and unapproved analysis for the Town of Big Cypress. Trebilcock Consulting Solutions, PA Page ( 8 Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 Because these two zones load at the same point on Oil well Rd., there can be little effect if other assumptions were made on how the development total is divided between north and south portions. The zones representing the three villages are connected to the network and each other consistent with their development approvals, which allow internal trips between Longwater and Rivergrass South, and between Rivergrass North and Hyde Park (Figure 3). Hyde Park Hyde Park occupies the SE quadrant of TAZ#2516. In the 2045 Cost Feasible model (Figure 2), TAZ#2516 is represented by a centroid location and connected to the network in a manner roughly consistent with the expectation of Hyde Park. However, that TAZ is large, and contains low -density residential in the other three quadrants. It contained 364 single family dwelling units and 21 employees in the 2015 model. The 2045 county forecast for that zone is 2366 dwelling units and 623 employees. Hyde Park is approved for 1800 dwelling units and an estimated 207 employees. A new zone (TAZ#2948) was added to represent Hyde Park. TAZ#2516's contents were revised and contain the balance of the dwelling units (416 single- family, 150 multi -family) and 416 employees. TAZ#2516's connection to the 2045 network was restored consistent with the 2015 network, as indicated in Figure 3. All TAZ content development tables are in Appendix D. BCHD-1/Randall Curve These two developments abut each other, occupy TAZ#2896 and their combined approved intensities (consistent with the county's interconnection policy and the Randall Curve site plan) are placed there, connected to Immokalee Road at an intersection with Orange Tree Boulevard, and one further south (Figure 3). TAZ development tables are in Appendix D. Table 2 shows the TAZs whose contents were adjusted, including the addition of a new zone #2944 to represent the project. The project is located within TAZ#2609. The 2045 contents of that zone were not altered in either model run. Figure 2 depicts the relative locations of the non -project zones discussed above as they appear in the adopted 2045 D1RPM. At the request of county staff, 18t" Avenue NE between Everglades Boulevard and Desoto Boulevard was added to both 2045 model runs. The County provided further network changes, some of which are visible in Figure 3. A graphic depicting the changes made to all (2015, 2045 Background, 2045 Total) model networks is in Appendix D. Trebilcock Consulting Solutions, PA Page 19 Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 Table 2 —Zonal Adjustments TAZ Name DUs EMP D1RPM (1) Adjusted (2) Change Model (1) Adjusted (2) Change 2248 Longwater 21600 2,600 - 297 344 47 2322 Bellmar 10 2,750 21740 - 365 365 2515 Rivergrass North 1,250 1,521 271 - - - 2516 21366 566 (1)800) 623 416 (207) 2870 Rivergrass South 11250 979 (271) 345 340 (5) 2896 Randall Curve/ BCH D-1 65 465 400 208 11050 842 2944 Project - 2,000 21000 - 419 419 2948 Hyde Park - 11800 1,800 - 207 207 Sum 71541 12,681 5,140 1,473 3,141 1,668 Notes: 1) Adopted 2045 FSUTMS 2) Approved Development Docs Trebilcock Consulting Solutions, PA Page 110 Brightshore Village —SRA — TI ) Section 1— Road Segment Analysis —June zuzz Figure 2 — 2045 Adopted Cost Feasible Network North 3 3 3 Fnn Fn m 28 � o Z z W RANPALL RANDALL � p 1I i 9 s 0 Vanderbilt Beach Rd Vanderb lit Beach Rd GOLDEN GATE GOLDEN GATE 01L WELL OIL WELL I I 6th Ave SE 2515 r �287D 0 0 Ln �o o ��2322 Number of Lanes 2 4 6 8 _ 10 Facility Type S" .0 WZio Toll Facilities �.� Freeways & Ramps Minor & Major Arterials Collectors Cenlroid Connectors Trebilcock Consulting Solutions, PA Page � 11 Brightshore Village — SRA — TI ) Section 1 — Road Segment Analysis —June zuzz Figure 3 — 2045 Without Project Network ex 2516 rn I{ % • 2948 2515 Hyde Park Rivergrass N !�� OIL WELL OIL WELL 2870 Rlvergrass S —� _a 2248 RANDALL Longwater i RANDALL 18th Ave NE 1 2 M o v m m X c O O Ir 7A V1 Vanderbilt Beach Rd Vanderbilt Beach Rd i j GOLDEN GATE GOLDEN GATE \ .I! 6th Ave SE 22 Eel mar Trebilcock Consulting Solutions, PA Number of Lanes 2 � 4 6 8 — 10 Facility Type �^� M Toll Facilities Freeways & Ramps Minor & Major Arterials Collectors Centroid Connectors Page �12 Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 Trip Distribution and Assignment To determine the distribution pattern of project traffic, the development program was converted into the land use input format accepted by the D1RPM. To the count of dwelling units by type (single family and multi -family) were added information in areas like seasonal vacancy rates, household size, auto ownership levels, and income level. These values were an average of those found in the Traffic Analysis Zone (TAZ)s in the model that contain the project, Immokalee Road Rural Village (IRRV) and Orange Tree. The commercial land use types used to estimate traffic using the ITE Trip Generation Manual were converted into employees by type (Industrial, Commercial and Service) used in the model, using conversion rates recommended by FDOT in their Transportation Site Impact Handbook (2019) Exhibit 19. Appendix D shows the non-residential intensity conversion assumptions and the development of all zonal contents. The development program, converted as described above, was placed in a new zone (#2944) to represent the project. The centroid location and connections to Immokalee Rd. are consistent with the Site Plan in Appendix A. The 2045 adopted contents, centroid location and connection to the network of TAZ#2609 (whose boundary contains the project) were left unchanged. For the collection of uses proposed for the project, in the location involved, the model projects an internal capture rate of 20.6 percent (See the INTRA_DAY.dbf contents in Appendix D). This is an estimate of the percent of trips that stay within the project on a daily basis and thus likely underestimates the percent in the PM peak period. Mathematically, adaily internal capture rate is a volume weighted average of the capture rates in all the periods in the day. Thus, it could exceed the PM rate only if a combination of volumes and higher capture rates in enough of the remaining periods in the day moved the average for the day higher than the PM period. For this collection of uses, the ITE estimate for internal capture is 14.1% PM and 4.2% AM (Appendix C), so the PM rate is higher than the average capture rate for just the two peak periods alone. The project trips produced by the model on each road segment are expressed as percentages of the zone's external traffic total, and those percentages are multiplied by the net new external PM peak hour traffic shown in Table 1. On each road segment, the percentage used is the average of the percentages at the segment end points. Figure 4 illustrates the resulting percentages. In a study area this size, a large number of FSUTMS plot elements (percentages, volumes) are needed to populate the table in Appendix L, which displays information for all road segments that are either significantly impacted or tested for significance to ensure the limit of significance has been identified. All other tables in this report contain subsets of information in the table in Appendix L. The sheer number of model output plot elements and the tendency for overlap to conceal needed values if zoomed out too far result in a cumbersome number of plots of project traffic distribution percentages and 2015 and 2045 background traffic AADTs) to display all needed values without overlap. To verify all the entries in Appendix L requires either the model files that accompany this report, viewed in the model software, or a 3-page companion PDF file (Exhibit A) that provides all the needed plot elements when zoomed in sufficiently in a PDF viewer, but is not legible if merely printed on any normal printer (PDF page size is 92" x 92"). Trebilcock Consulting Solutions, PA Page 113 M Cr n O n X0 n O D O Ln O• Ln North o.s 065 0*2 1 C� oy p o 0 1.1 1.7• 11.7 0`'0 0 (Ye o O O O 0.3 o - O J� 0000 0 O� 0 0 0 QrQ 2944 MP Brightshore ha o Immokalee Rd lies 15.3 li•B 0 11.8 lies 11.8 lies 11.6 .. 55.4 59.3 0 0 40. b 15.3 0rot w 00 aCD JIA N En Nosh 7.5 0 1.4 w Y a a E co N 0 o U 02 N O N oma am W 0 47th Ave NE p m o 0 0.3 0.4' w v o f+1 A ? 0 0 0.3 0 Oil Well Rd u� 4.3 1.8 w o .. w 2 0 0 p WD 5.5 1.6 4 o W w o 0.6 OA �, 0.3 0.3 iJ Immokalee Rd 20.8 P 11 19 0.6 ioo 0' > V Co `^V?O64 o 19.8 20.1 20.4 `° ^� 0 O 9.2 .69.6 co p o 0 0 o a 0 0 0 N o VBR Ext o0 0 00 5w 5.7 5.7 5.7 0 L 'o 0 JGateB o Znn. 4J 4.9 a� 5.6 5.7 in o " 0.7 0 C�P Percent of Total External Traffic7Golden 11p o.s p30.30•o ##Brightshore - TAZ# 2944 o.3 o a O.s 0 0 0 0 1.8 Number of Lanes 2 � 4 6 8 - 10 Facility Type Toll Facilities Freeways & Ramps Minor & Major Arterials Collectors Centroid Connectors Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 The percentages illustrated in Figure 4 appear in Table 3. Their product with the net new external PM peak hour trip generation from Table 1 becomes the estimated project traffic on each segment, shown in each direction. The maximum directional project volume (regardless of background traffic peak direction) is expressed as a percentage of the road's adopted minimum standard service volume. That percentage is compared with the significance threshold for the road segment, which varies with distance from the project entrance in accordance with the Collier County Traffic Impact Study Guidelines. Table 3 contains all the road segments on which the project has a significant impact. Roadway configuration and Service Volumes for most segments are from the 2021 AUIR. Appendix E: Collier County 2021 AUIR Attachment F — Roadway Segments contains the AUIR fields for all the road segments in Appendix L. Because of the timeframe for the project buildout, future improved geometries are used based on information in the adopted five-year work program and in the Collier County Long Range Transportation Plan's Cost Feasible Plan (see discussion below in the section Existing and Future Roadway Conditions Without Project). The calculations that the table contains are performed with more decimal places than those displayed. Using only the displayed decimals will yield slightly different results. Trebilcock Consulting Solutions, PA Page 115 0 rn RM as AUIR ID # Roadway Link From To Percent of Total Project Traffic (1) PM Peak Hour Project Traffic N/E (2) PM Peak Hour Project Traffic S/W (2) Future Config- uration (3) LOS Mini- mum Stan- dard Future Peak Hour Peak Direct- ion Service Volume (3) Signif- icance Thres- hold (%) (4) Peak Direct - ion Project Traffic as Per - centage of Service Volume cfl W I O a.. rr v -ti A� v s o� v Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 Future Background Traffic Volumes The rate of change between the base (2015) Cl"d forecast (2045) Annual Average Daily Traffic (AADT) model volumes reflect far more future influences on traffic volumes than any continuation of historic traffic volume growth rates can capture. At a minimum, the model reflects the fact that in certain areas, the buildout capacity of the land based on Future Land Use Element (FLUE) densities will be reached before the forecast year. The portion of the historic traffic volume growth due to the historic land use intensification towards buildout cannot continue in those areas. Conversely, in areas where there has been little historic development activity and hence little traffic volume growth in the past, only a model can estimate what the effect will be on traffic volumes of new large-scale developments in that area. Historic traffic volume growth rates can also slow when the road's capacity is approached. Increasing congestion and delay at that point motivates drivers to find alternate paths that, although maybe longer in distance, are quicker. Thus, there is a disconnect between historic growth in demand and historic growth in traffic volume on these road segments. Model volumes account for this effect and thus reflect the effect of network changes yet to occur, which in some instances can produce future year volumes lower than the base year model volumes or current traffic counts. This happens when network improvements create new and superior paths to currently congested road segments, and trip makers on the congested segments divert to a superior path. For the reasons above, and consistent with the Collier County TIS Guidelines, the method used here to estimate future background traffic is to use the growth rate in AADT volumes between the model's two scenario years (2015 base and 2045 forecast) and apply that growth rate to current year peak hour peak direction traffic counts, in effect replacing what the model predicted for this year when it was developed with the volume that actually exists today, while preserving the other influences described above that are imbedded in the growth rate between base year and forecast year model volumes. Because the project traffic is added in a post processing step, and to avoid double counting, the TAZ containing the project (#2944) was not included in the 2045 model run. The Trip Bank value for each segment is not added to this forecast, nor is the forecast compared to an AUIR existing count plus Trip Bank sum. The change in model volumes from base to forecast year is due to the influence of all the development projects foreseen from the base year, whether subsequently adopted but not yet constructed (and thus contributing to the trip bank) or not. As an enhancement, this analysis reflects the influence of a handful of projects that were adopted after model development. Adding the Trip Bank to such a forecast is double counting the traffic from the trip bank contributors. Replacing a model -based background traffic forecast with an AUIR count plus Trip Bank sum ignores the effect of network improvements as described above. One concern with using model volumes directly as estimates of future traffic magnitude is whether the model was underestimating or overestimating the counted traffic in the base or validation year. Compensations for such discrepancies may be applied to the model's future year volumes, in essence as if the distortion observed in the base year model still exists in the future year model. Using the model volumes for growth rates alone can ignore this concern since any estimation distortion presumed to exist at both ends of the line between base and future year volumes has no effect on its slope. Trebilcock Consulting Solutions, PA Page 117 Brightshore Village — SRA — TIS Section 1— Rood Segment Analysis —June 2022 The road segments in Table 4 are the significantly impacted segments identified in Table 3. The existing peak hour peak direction volume is from the 2021 AUIR. The AADT volumes from the base year 2015 model and the 2045 cost feasible model (modified as described previously) are displayed in hundreds. On each segment, the volumes displayed are the average of those at the segment endpoints (see Exhibit A and Appendix Q. On the few segments where the maximum or minimum volume did not occur at one of the end points, the two volumes entered in Appendix L are the minimum and maximum volumes on that segment. The average annual percentage (compounded) growth rate from 2015 to 2045 based on the two model volumes is shown, along with the growth factor using it for 17 years (from 2021 to the buildout year 2038), and the resulting 2038 background traffic projection. On any roads that do not exist and thus have no existing traffic count to adjust into the future, the future peak hour peak direction volume is the model 2045 AADT, multiplied by K=.09 and D=.56 (FDOT Table 7, Appendix J) and then deflated 7 years (2045 to 2038) at the County's minimum growth rate of 2 percent per year used in their AUIR traffic projections. The calculations that the table contains are performed with more decimal places than those displayed. Using only the displayed decimals will yield slightly different results. Exhibit A contains the model plots showing the AADT volumes in hundreds that appear in Appendix L and whose averages are used in Table 4. Trebilcock Consulting Solutions, PA Page 118 w v oa rD N LD 56 (D 2038 Existing Peak Year Hour Peak Annual Peak Hour Growth Direct - Peak Rate ion Back- Direct- FSUTMS FSUTMS (Percent Growth ground ion Peak 2015 2045 com- Factor to Traffic AUIR ID Volume Direct- AADT AADT pound- Analysis Volume # Roadway Link From To (1) ion (1) (100s) (2) (100s) (2) ed) (3) Year (4) (5) 43.2 Immokalee Road Logan Boulevard Collier Boulevard 2280 E 396.5 534.0 1.0% 1.184 2699 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 2710 E 404.5 518.0 0.8% 1.150 3118 I N O 00 W W a� A �a 0 n. a� -h -h A� 0 0 r� Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 Existing and Future Roadway Conditions Without Project Appendix to Collier County AUIR Attachment F — Roadway Segments indicates one significantly impacted road segment that currently exceeds its adopted LOS standard if the Trip Bank contribution is included: Immokalee Rd. from Collier Blvd. to Wilson Blvd. Consistent with the Collier County's TIS Guidelines, projected future roadway conditions are based on the current Collier County 5-Year Work Program. Roadway improvements that are currently under construction or are scheduled to be constructed within the five-year Transportation Improvement Plan (TIP) or Capital Improvement Program (CIP) are considered committed improvements. The adopted FY2022 — FY2026 Five Year Work Program/CIE for Collier County is illustrated in Appendix F. Consistent with the information illustrated in the Collier County Transportation Element Map TR-3.0 (Appendix G), the functional classification designations for the analyzed roadways are depicted as follow: Immokalee Road and Oil Well Road — arterials; Everglades Boulevard, Randall Boulevard and Wilson Boulevard — collectors. FY22 — FY26 Five Year Work Program�CIE With potential impact to study network, the document depicts the following committed road improvements: — Collier Boulevard from Green Boulevard to the Golden Gate Canal —expand from 4 lanes to 6 lanes. — Wilson Boulevard from Golden Gate Boulevard to Immokalee Road —expand from 2 lanes to 4 lanes. — Construction of 2 new bridges: 16th St NE, 47th Ave NE. — Randall/Immokalee Rd. Intersection — At grade intersection improvements to include 4dane widening of Randall Blvd., from Immokalee Rd. to 8t" St NE. Collier 2045 LRTP — Highway Cost Feasible Plan The adopted Collier County 2045 Long Range Transportation Plan LRTP (December 2020) Highway Cost Feasible Plan contains the following pertinent improvements. a) Highway Improvements 2026-2030 — Oil Well Rd. (CR 858) —widening from 2-lane to 6-lane roadway from Everglades Blvd. to Oil Well Grade Rd. — Everglades Boulevard —widening from 2-lane to 4-lane roadway from Vanderbilt Beach Rd. Extension to Randall Blvd. b) Highway Improvements 2031-2035 — Randall Boulevard —widening from 2-lane to 6-lane roadway from 8tr, Street NE to Everglades Blvd. c) Highway Improvements 2036-2045 — Everglades Boulevard —widening from 2-lane to 4-lane roadway from Randall Blvd. to south of Oil Well Rd. — Everglades Boulevard —widening from 2-lane to 4-lane roadway from Vanderbilt Beach Road to I-75. Trebilcock Consulting Solutions, PA Page � 20 Brightshore Villoge — SRA — TIS Section 1— Rood Segment Analysis —June 2022 Everglades Boulevard — new interchange at I-75. The Collier 2045 LRTP Table 6-3 Cost Feasible Plan Projects is contained in Appendix H. Vanderbilt Beach Road Extension east of Collier Boulevard is analyzed consistent with the configuration for it contained in the LRTP adopted 2045 Cost Feasible model: • Collier Boulevard to Curry Canal bend (NW 7t"/9t" Street) —Six lanes; • Curry Canal bend (NW 7t"/gt" Street) to Wilson Boulevard — Four lanes; and • Wilson Boulevard to Everglades Boulevard —Two lanes. Table 5 compares the future background traffic volumes with future improved conditions, based on the improvements described above. Because the project horizon year is 2038, all LRTP improvements through 2045 are reflected in Table 5 since the LRTP funding interval containing them begins in 2036. For any existing roads scheduled for improvement, the roadway service volumes in the improved condition use the Collier County AUIR unimproved condition service volume multiplied by the ratio of LOS D service volumes shown in FDOT Generalized Service Volume Table 7 (Urban Condition, Class I Arterial, Appendix J) between the improved and unimproved cross sections (product rounded to the nearest hundred). Ex ratios: • 2 lanes to 4 = 2,000/880 = 2.27 • 2 lanes to 6 = 3,020/880 = 3.43 • 4 lanes to 6 = 3,020/2,000 = 1.51 That ratio isolates the effect of the additional lanes while keeping all otherfactors affecting service volume constant. The effect of all those other factors are reflected in the Countys published service volume in the unimproved condition and explain for any individual example its relation to the average for all roads A like cross section. The FDOT Urbanized table was used as the source for ratios rather than the Transitioning Urbanized because: a) Of the two, only the Urbanized has a service volume for an 8-lane cross section. This is used in the proportionate share analysis to estimate the project traffic's consumption of the added capacity not because 8 lane roads are proposed but as a proxy for the capacity increase sought through intersection improvements on 6dane roads, the only improvement for them contemplated at the moment by Collier County; and b) The ratios between service volumes in the two tables (Urbanized and Transitioning) are almost identical. For any roads that do not exist today, the projected peak hour peak direction service volumes assumed are 1000 for 2-lane roads, 2000 for 4-lane roads and 3000 for 6-lane roads, which represent rough averages for those facility types in the AUIR. The calculations that the table contains are performed with more decimal places than those displayed. Using only the displayed decimals will yield slightly different results. Trebilcock Consulting Solutions, PA Page 121 Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June zuzz The following road segments are projected to exceed the adopted LOS standard in 2038 without the project: — Immokalee Rd. from 39t" Ave NE to A+/ Ave NE. Immokalee Rd. from 47t" Ave NE to the West Project Access. N. Vt St. from New Market Rd. to SR 29 (Main St.). Everglades Blvd. from Oil Well Rd. to Immokalee Road. Trebilcock Consulting Solutions, PA Page 122 0 Cr n 0 n 77 n 0 Z3 �I FQ 0 0 Ln V �I N w its AUIR ID a# Roadway Link From To 2038 Config- uration (1) 2038 Peak Hour Peak Direct- ion Service Volume (1) Im- proved 2038 Peak Hour Peak Direct- ion Back ground Traffic Volume (2) 2038 Back- ground Traffic V/C Level of Service Defic- iency Yes/ No 43.2 Immokalee Road Logan Boulevard Collier Boulevard 6D 3200 N 2699 0.84 No 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 6D 3300 N 3118 0.94 No 45.0 Immokalee Road Wilson Boulevard Randall Boulevard 6D 3300 N 2781 0.84 No a� 0 0 o_ a� W v rna 0 a� A� c� Q o' Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 Future Conditions with Project Table 6 adds the project traffic volumes developed in Table 3 to the 2038 background traffic volumes developed in Table 4. In most cases the peak direction of project traffic aligns with the peak direction of background traffic. In those cases, the background traffic portion of the total traffic is the peak hour peak direction volume from Table 4. In the cases where the two peak directions (background and project) are opposed, a D factor of 0.56 is assumed for the background traffic, the average of the values used for interrupted flow facilities in the FDOT Generalized Service Volume Table for Urbanized Areas (see Appendix J). This factor is used to estimate the background two-way volume, and hence to establish the two directional components of that two-way volume. Directional project traffic volumes from Table 3 are added and the maximum of the resulting two total traffic directional volumes is used as the basis of analysis. The calculations that the table contains are performed with more decimal places than those displayed. Using only the displayed decimals will yield slightly different results. Project Traffic Impacts As shown in Table 6, the following significantly impacted roadway segments are projected to exceed the adopted LOS standard under 2038 total (background plus project) traffic conditions: — Immokalee Rd. from Collier Blvd. to Wilson Blvd. — Immokalee Rd. from 39th Ave NE to 47th Ave NE. — Immokalee Rd. from 47th Ave NE to West Project Access. Immokalee Rd. from East Project Access to Everglades Blvd. — N. 11t St. from New Market Rd. to SR 29 (Main St.) — Everglades Blvd. from Oil Well Rd. to Immokalee Rd. The following roadway segments are adversely impacted: the 2038 background traffic meets the adopted LOS standard, and the segment becomes deficient with the addition of project traffic: — Immokalee Rd. from Collier Blvd. to Wilson Blvd. — Immokalee Rd. from East Project Access to Everglades Blvd. Collier County designated hurricane evacuation routes are depicted in Collier County Transportation Element — Map TR - 7. For details refer to Appendix K. Trebilcock Consulting Solutions, PA Page 124 m n O n 77 n O (n a4 0 i= rwr O Ln No SO MM AUIR ID # Roadway Link From To 2038 Peak Hour Peak Direct- ion Back- ground Traffic Volume (1) Back- ground Traffic Peak Direct- ion (2) PM Peak Hour Project Traffic N/E (3) PM Peak Hour Project Traffic S/W (3) Back- ground Traffic Direct- Tonal Split (4) Back- ground Traffic N/E Back- ground Traffic S/W Total Traffic N/E Total Traffic S/W Total Traffic Analy- sis Vol- ume Future Peak Hour Peak Direct- ion Servo ice Vol- ume (1) Future Total Traffic V/C Level of Service Defic- iency Yes/ No 43.2 Immokalee Road Logan Boulevard Collier Boulevard 2699 N/E 106 77 0.56 2699 2121 2805 2198 2805 3200 0.88 NoMill 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 3118 N/E 193 142 0.56 3118 2450 3311 2592 3311 3300 1.00 Yes 45.0 Immokalee Road Wilson Boulevard Randall Boulevard 2781 N/E 293 214 0.56 2781 2185 3074 2399 3074 3300 0.93 No 45.0 Immokalee Road Randall Boulevard Oil Well Road 2378 N/E 325 238 0.56 2378 1868 2703 2106 2703 3300 0.82 No 46.0 Immokalee Road Oil Well Road 39th Ave NE 835 N/E 379 276 0.56 835 656 1214 932 1214 2000 0.61 No 46.0 Immokalee Road 39th Ave NE 47th Ave NE 1002 N/E 401 292 0.56 1002 787 1403 1079 1403 900 1.56 Yes 46.0 Immokalee Road 47th Ave NE W Entrance 902 N/E 504 368 0.56 902 709 1406 1077 1406 900 1.56 Yes 46.0 Immokalee Road E Entrance Everglades Blvd. 708EN/302 415 0.56 708 556 1010 971 1010 900 1.12 Yes 46.0 Immokalee Road Everglades Boulevard Camp Keais Road 619 101 138 0.56 619 486 720 624 720 900 0.80 No 46.0 Immokalee Road Camp Keais Road SR 29 761 N/E 68 93 0.56 761 598 829 691 829 900 0.92 No 58.0 N. 1st Street New Market Road SR-29 (Main Street) 1020 N/E 22 31 0.56 1020 801 1042 832 1042 900 1.16 Yes 118.0 Wilson Blvd Immokalee Road Vanderbilt Beach Road Ext. 754 S/W 77 56 0.56 592 754 669 810 810 2000 0.41 No 136.0 Everglades Boulevard Oil Well Road Immokalee Road 980 N/E 177 129 0.56 980 770 1157 899 1157 800 1.45 Yes Notes: 1) Table 5 2) Table 4 3) Table 3 4) Appendix J Brightshore Village —SRA — TIS Section 1— Rood Segment Analysis —June 2022 Impacts to Agricultural Products Transport Agriculture is the number two industry in Florida behind tourism. With population growth, the urban site development is expected to encroach upon existing agricultural land. This will cause a shift in the land use and influence property decisions for the producers of agricultural goods. This shift in production location will result in a reconfiguration of transportation and freight logistics for agricultural products. Collier County is part of the FDOT District One, which represents 12 counties in Southwestern Florida. The FDOT District One conducted a study to analyze the impact of agricultural development on the transportation networkforthe 2017-2035 period ("Agricultural Growth and Development in District One and the Impacts to Transportation and Freight Logistics — FDOT District One 2017"). This report concluded that encroachment is anticipated to have a small impact on total volume of agricultural goods produced in District One due to internal shifts within the District One counties. In addition, the report illustrates that Collier County is anticipated to be the recipient of some shifted agricultural production from other counties, but its truck volumes are primarily anticipated to decrease slightly due to a net reduction in agricultural production as a result of urban growth in the county. The project's site related improvements (access turn lanes) will accommodate efficient operations of agricultural related transportation. Improvement Analysis Based on the results illustrated within this traffic analysis, the proposed project is a significant traffic generator for the roadway network at this location, and adversely impacts the following roadway segments: — Immokalee Rd. from Collier Blvd. to Wilson Blvd. Immokalee Rd. from East Project Access to Everglades Blvd. The Vanderbilt Beach Road Extension will relieve congestion on Immokalee Rd. and Golden Gate Blvd. The Vanderbilt Beach Road Extension project is scheduled for construction in Fiscal Year (FY) 2022. In addition, Collier County has funded the construction of 2 bridges at 16th St NE (construction funding in FY 2021), and 47th Avenue NE (construction funding in FY 2026). The 16th St NE bridge will provide an additional north/south interconnection option between Randall Blvd. and Vanderbilt Beach Road Extension/Golden Gate Blvd. which will reduce traffic demands in the Randall Blvd. area. The 47th Ave. NE bridge will provide an additional east/west interconnection option between Everglades Blvd. and Immokalee Rd. The Collier County 2021 AUIR — Attachment H is attached in Appendix I. Policy 5.1 of the Collier County Transportation Element of the Growth Management Plan (GMP) states that "the County Commission shall review all rezone petitions, SRA designation applications, conditional use petitions, and proposed amendments to the Future Land Use Element (FLUE) affecting the overall countywide density or intensity of permissible development, with consideration of their impact on the overall County transportation system, and shall not approve any petition or application that would directly access a deficient roadway segment as identified in the current AUIR or if it impacts an adjacent roadway segment that is deficient as identified in the current AUIR, or which significantly impacts a roadway segment or adjacent roadway segment that is currently operating and/or is projected to operate below Trebilcock Consulting Solutions, PA Page 126 Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 an adopted Level of Service Standard within the five year AUIR planning period, unless specific mitigating stipulations are also approved." The Developer proposes to provide a transportation mitigation plan in order to stay consistent with Policy 5.1 of the Transportation Element of the Collier County's GMP. The Developer may be required to assist the County with potential capacity/operational improvements for the roadway segments that are significantly impacted by the project. A detailed evaluation of applicable access points will be performed at the time of site development permitting/platting to determine turn lane requirements, as more accurate parameters will be made available. The maximum total daily trip generation for the SRA shall not exceed 1,761 two-way PM peak hour net trips based on the land use codes in the ITE Manual in effect at the time of application for SDP/SDPA or subdivision plat approval. Mitigation of Impact The developer proposes to pay the appropriate Collier County Road Impact Fee as building permits are issued for the project, as applicable. The developer proposes to provide transportation commitments that will be incorporated into the SRA Development Document for the project. The mitigation plan will include specific improvements to be undertaken, fair share contribution commitments, ROW commitment along Immokalee Road, and site related improvements. Trebilcock Consulting Solutions, PA Page 127 Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 Appendix A: Project Conceptual Site Plan Trebilcock Consulting Solutions, PA Page � 28 N v (D GENERAINOTES:p t. WTs cRPW115 CCNCE➢'IVo.IN7En^h'.AL ROAD AUGANEhTS, LIKE 70MOANCICOONISIHN T1 Of SAGLQPM1YM ARLI+BAN[ BNHICCT TCMCOttMENT ORDER Nh Tt£f43A GtADEIJ.' &AT'tl4E OF HN'AL OEVEl0?VENT ORDER. 2 NO PRESMATION IS REOURED)NO tM SCORES WITH SRA SCUNDARY EXCEED 12) s SGG IAL"UM PLAN FOR PATHWAYS �- �; r ir i If to If l' Ile eel ZONWG: Lam• OPEN SPA TABLE AC h RCCU'REO 23&S 35b !'ROVlOED 2>A T 405E ZIr `�A i LAKE PARK. H S = - - BRIGHTSHORE VILLAGE SRA LAND USE SUMMARY SYMHO-_ DESCHIPTiON _.. ACRFB io OPCN OPEN SPACE SPACE ,'AC) COMMUNITY PARK 31.7 100% 31.7 BUFFERS AND OPEN SPACE 2.1 100% 21 0 VILLAGE CENTER '07.0 15% 181 NCIGt GCRI 1O00 GENCRAL-ALCNITY 15.0 30% 4S -_ ___ __.. _. NEIO--O0RHO00 GENERAL-REa'ICENTIAI 354.7 25>b i5.2 LAKE VNCLL'DES LM.E) -712 10TA 171.2 MASTER DEVELOPER RIGHTS-CF-WAY 198 15% 30 BRA BOUNDARY TOTAL 681,5 404E 274.7 tI TU UNBAR RARK - - S tIf F" I- a- i y�� F5A (CONCEPT SHOWN j,-. ` _ ' _ '�-- e ) I PEDF"aTR1AN CdNNE I E - - - r 'LOCATION MAY VARY ( I T6k7NEARPARK - - - ` _ NEIGtBORHociU.- I1 coNCEPTeHowrr-1 ef - �- — i — tt CATION A1AY VARY)"' - - GENERAL - �{MU1-TFFAM�LY �lo� l _. _ _ a _. _, E - = NOTP6wMED)` I/ y I I _ _ h r / I ifitf f t -- -I. I i /IIr \ •i ll NEIGJ l ORHOOD !' - . . (MULTWFAMU Y :. -NOTP,E1VAM l If r CEPJTER, / 3%4.5(6 / j r — r i`.t-PEDESTRIAN CONNECTION —�'1 e,/ :f,N TOLINEAR-PARK ;e, !� 8 iM(tOKALEE i / ' / 1/2 (CONCEPT SHOWN "- IAR:.O W f i /;,� fe P -� _ I tOCA'iAON MAY VARY) ' / / H S A W / I t i i , f r - ��_ - -'- - l / PILLAGE i L1 / / / _ NEFGHBOIf —1 _ _ <f GENERAL 'i r —1 FL TKFAN9Li' PERINITTI:D) j A ito 1J s fi 1 R i Dry l f l/• P t VILLAGE I1 lLe w � POTENTIAL F1JTk1FjE � - t / EXTERNALCONNECTION ` --� -- _ -- , A MyyX RLM / li I. / \ �. .LAKE " NO LANDSCAPE BUFFER W R A REQUIRED ADJACENT. - .. TO HSNWRA ENO LANDSCAPE BUFFER REQUIRED ADJACENT To nsa>hTu H S A EX. TRAIU FUTURE NATURE OBSERVA TRAIL PENINSULA . ENGINEERING `" Iv-A-r VILLAGE SRA EXHIBIT (A) MASTER PLAN (BLACK AND WHITE) HOGAN FARMS, LLC +rwur..ly � INTERVK CONNEC'lON �.00AT�ON3 �••� INF�DAR PA�R4 O OSRASTREET CROSS 7I 57CTION tOCATICH AEITIHER FSA " •,ry _ h .rriw r<=owta +lor_se=.r. ZONWG: Lam• OPEN SPA TABLE AC h RCCU'REO 23&S 35b !'ROVlOED 2>A T 405E ZIr `�A i LAKE PARK. H S = - - BRIGHTSHORE VILLAGE SRA LAND USE SUMMARY SYMHO-_ DESCHIPTiON _.. ACRFB io OPCN OPEN SPACE SPACE ,'AC) COMMUNITY PARK 31.7 100% 31.7 BUFFERS AND OPEN SPACE 2.1 100% 21 0 VILLAGE CENTER '07.0 15% 181 NCIGt GCRI 1O00 GENCRAL-ALCNITY 15.0 30% 4S -_ ___ __.. _. NEIO--O0RHO00 GENERAL-REa'ICENTIAI 354.7 25>b i5.2 LAKE VNCLL'DES LM.E) -712 10TA 171.2 MASTER DEVELOPER RIGHTS-CF-WAY 198 15% 30 BRA BOUNDARY TOTAL 681,5 404E 274.7 tI TU UNBAR RARK - - S tIf F" I- a- i y�� F5A (CONCEPT SHOWN j,-. ` _ ' _ '�-- e ) I PEDF"aTR1AN CdNNE I E - - - r 'LOCATION MAY VARY ( I T6k7NEARPARK - - - ` _ NEIGtBORHociU.- I1 coNCEPTeHowrr-1 ef - �- — i — tt CATION A1AY VARY)"' - - GENERAL - �{MU1-TFFAM�LY �lo� l _. _ _ a _. _, E - = NOTP6wMED)` I/ y I I _ _ h r / I ifitf f t -- -I. I i /IIr \ •i ll NEIGJ l ORHOOD !' - . . (MULTWFAMU Y :. -NOTP,E1VAM l If r CEPJTER, / 3%4.5(6 / j r — r i`.t-PEDESTRIAN CONNECTION —�'1 e,/ :f,N TOLINEAR-PARK ;e, !� 8 iM(tOKALEE i / ' / 1/2 (CONCEPT SHOWN "- IAR:.O W f i /;,� fe P -� _ I tOCA'iAON MAY VARY) ' / / H S A W / I t i i , f r - ��_ - -'- - l / PILLAGE i L1 / / / _ NEFGHBOIf —1 _ _ <f GENERAL 'i r —1 FL TKFAN9Li' PERINITTI:D) j A ito 1J s fi 1 R i Dry l f l/• P t VILLAGE I1 lLe w � POTENTIAL F1JTk1FjE � - t / EXTERNALCONNECTION ` --� -- _ -- , A MyyX RLM / li I. / \ �. .LAKE " NO LANDSCAPE BUFFER W R A REQUIRED ADJACENT. - .. TO HSNWRA ENO LANDSCAPE BUFFER REQUIRED ADJACENT To nsa>hTu H S A EX. TRAIU FUTURE NATURE OBSERVA TRAIL PENINSULA . ENGINEERING `" Iv-A-r VILLAGE SRA EXHIBIT (A) MASTER PLAN (BLACK AND WHITE) HOGAN FARMS, LLC +rwur..ly � INTERVK CONNEC'lON �.00AT�ON3 �••� INF�DAR PA�R4 O OSRASTREET CROSS 7I 57CTION tOCATICH AEITIHER FSA " •,ry _ h .rriw r<=owta +lor_se=.r. ZIr `�A i LAKE PARK. H S = - - BRIGHTSHORE VILLAGE SRA LAND USE SUMMARY SYMHO-_ DESCHIPTiON _.. ACRFB io OPCN OPEN SPACE SPACE ,'AC) COMMUNITY PARK 31.7 100% 31.7 BUFFERS AND OPEN SPACE 2.1 100% 21 0 VILLAGE CENTER '07.0 15% 181 NCIGt GCRI 1O00 GENCRAL-ALCNITY 15.0 30% 4S -_ ___ __.. _. NEIO--O0RHO00 GENERAL-REa'ICENTIAI 354.7 25>b i5.2 LAKE VNCLL'DES LM.E) -712 10TA 171.2 MASTER DEVELOPER RIGHTS-CF-WAY 198 15% 30 BRA BOUNDARY TOTAL 681,5 404E 274.7 tI TU UNBAR RARK - - S tIf F" I- a- i y�� F5A (CONCEPT SHOWN j,-. ` _ ' _ '�-- e ) I PEDF"aTR1AN CdNNE I E - - - r 'LOCATION MAY VARY ( I T6k7NEARPARK - - - ` _ NEIGtBORHociU.- I1 coNCEPTeHowrr-1 ef - �- — i — tt CATION A1AY VARY)"' - - GENERAL - �{MU1-TFFAM�LY �lo� l _. _ _ a _. _, E - = NOTP6wMED)` I/ y I I _ _ h r / I ifitf f t -- -I. I i /IIr \ •i ll NEIGJ l ORHOOD !' - . . (MULTWFAMU Y :. -NOTP,E1VAM l If r CEPJTER, / 3%4.5(6 / j r — r i`.t-PEDESTRIAN CONNECTION —�'1 e,/ :f,N TOLINEAR-PARK ;e, !� 8 iM(tOKALEE i / ' / 1/2 (CONCEPT SHOWN "- IAR:.O W f i /;,� fe P -� _ I tOCA'iAON MAY VARY) ' / / H S A W / I t i i , f r - ��_ - -'- - l / PILLAGE i L1 / / / _ NEFGHBOIf —1 _ _ <f GENERAL 'i r —1 FL TKFAN9Li' PERINITTI:D) j A ito 1J s fi 1 R i Dry l f l/• P t VILLAGE I1 lLe w � POTENTIAL F1JTk1FjE � - t / EXTERNALCONNECTION ` --� -- _ -- , A MyyX RLM / li I. / \ �. .LAKE " NO LANDSCAPE BUFFER W R A REQUIRED ADJACENT. - .. TO HSNWRA ENO LANDSCAPE BUFFER REQUIRED ADJACENT To nsa>hTu H S A EX. TRAIU FUTURE NATURE OBSERVA TRAIL PENINSULA . ENGINEERING `" Iv-A-r VILLAGE SRA EXHIBIT (A) MASTER PLAN (BLACK AND WHITE) HOGAN FARMS, LLC +rwur..ly � INTERVK CONNEC'lON �.00AT�ON3 �••� INF�DAR PA�R4 O OSRASTREET CROSS 7I 57CTION tOCATICH AEITIHER FSA " •,ry _ h .rriw r<=owta +lor_se=.r. BRIGHTSHORE VILLAGE SRA LAND USE SUMMARY SYMHO-_ DESCHIPTiON _.. ACRFB io OPCN OPEN SPACE SPACE ,'AC) COMMUNITY PARK 31.7 100% 31.7 BUFFERS AND OPEN SPACE 2.1 100% 21 0 VILLAGE CENTER '07.0 15% 181 NCIGt GCRI 1O00 GENCRAL-ALCNITY 15.0 30% 4S -_ ___ __.. _. NEIO--O0RHO00 GENERAL-REa'ICENTIAI 354.7 25>b i5.2 LAKE VNCLL'DES LM.E) -712 10TA 171.2 MASTER DEVELOPER RIGHTS-CF-WAY 198 15% 30 BRA BOUNDARY TOTAL 681,5 404E 274.7 tI TU UNBAR RARK - - S tIf F" I- a- i y�� F5A (CONCEPT SHOWN j,-. ` _ ' _ '�-- e ) I PEDF"aTR1AN CdNNE I E - - - r 'LOCATION MAY VARY ( I T6k7NEARPARK - - - ` _ NEIGtBORHociU.- I1 coNCEPTeHowrr-1 ef - �- — i — tt CATION A1AY VARY)"' - - GENERAL - �{MU1-TFFAM�LY �lo� l _. _ _ a _. _, E - = NOTP6wMED)` I/ y I I _ _ h r / I ifitf f t -- -I. I i /IIr \ •i ll NEIGJ l ORHOOD !' - . . (MULTWFAMU Y :. -NOTP,E1VAM l If r CEPJTER, / 3%4.5(6 / j r — r i`.t-PEDESTRIAN CONNECTION —�'1 e,/ :f,N TOLINEAR-PARK ;e, !� 8 iM(tOKALEE i / ' / 1/2 (CONCEPT SHOWN "- IAR:.O W f i /;,� fe P -� _ I tOCA'iAON MAY VARY) ' / / H S A W / I t i i , f r - ��_ - -'- - l / PILLAGE i L1 / / / _ NEFGHBOIf —1 _ _ <f GENERAL 'i r —1 FL TKFAN9Li' PERINITTI:D) j A ito 1J s fi 1 R i Dry l f l/• P t VILLAGE I1 lLe w � POTENTIAL F1JTk1FjE � - t / EXTERNALCONNECTION ` --� -- _ -- , A MyyX RLM / li I. / \ �. .LAKE " NO LANDSCAPE BUFFER W R A REQUIRED ADJACENT. - .. TO HSNWRA ENO LANDSCAPE BUFFER REQUIRED ADJACENT To nsa>hTu H S A EX. TRAIU FUTURE NATURE OBSERVA TRAIL PENINSULA . ENGINEERING `" Iv-A-r VILLAGE SRA EXHIBIT (A) MASTER PLAN (BLACK AND WHITE) HOGAN FARMS, LLC +rwur..ly � INTERVK CONNEC'lON �.00AT�ON3 �••� INF�DAR PA�R4 O OSRASTREET CROSS 7I 57CTION tOCATICH AEITIHER FSA " •,ry _ h .rriw r<=owta +lor_se=.r. tI TU UNBAR RARK - - S tIf F" I- a- i y�� F5A (CONCEPT SHOWN j,-. ` _ ' _ '�-- e ) I PEDF"aTR1AN CdNNE I E - - - r 'LOCATION MAY VARY ( I T6k7NEARPARK - - - ` _ NEIGtBORHociU.- I1 coNCEPTeHowrr-1 ef - �- — i — tt CATION A1AY VARY)"' - - GENERAL - �{MU1-TFFAM�LY �lo� l _. _ _ a _. _, E - = NOTP6wMED)` I/ y I I _ _ h r / I ifitf f t -- -I. I i /IIr \ •i ll NEIGJ l ORHOOD !' - . . (MULTWFAMU Y :. -NOTP,E1VAM l If r CEPJTER, / 3%4.5(6 / j r — r i`.t-PEDESTRIAN CONNECTION —�'1 e,/ :f,N TOLINEAR-PARK ;e, !� 8 iM(tOKALEE i / ' / 1/2 (CONCEPT SHOWN "- IAR:.O W f i /;,� fe P -� _ I tOCA'iAON MAY VARY) ' / / H S A W / I t i i , f r - ��_ - -'- - l / PILLAGE i L1 / / / _ NEFGHBOIf —1 _ _ <f GENERAL 'i r —1 FL TKFAN9Li' PERINITTI:D) j A ito 1J s fi 1 R i Dry l f l/• P t VILLAGE I1 lLe w � POTENTIAL F1JTk1FjE � - t / EXTERNALCONNECTION ` --� -- _ -- , A MyyX RLM / li I. / \ �. .LAKE " NO LANDSCAPE BUFFER W R A REQUIRED ADJACENT. - .. TO HSNWRA ENO LANDSCAPE BUFFER REQUIRED ADJACENT To nsa>hTu H S A EX. TRAIU FUTURE NATURE OBSERVA TRAIL PENINSULA . ENGINEERING `" Iv-A-r VILLAGE SRA EXHIBIT (A) MASTER PLAN (BLACK AND WHITE) HOGAN FARMS, LLC +rwur..ly � INTERVK CONNEC'lON �.00AT�ON3 �••� INF�DAR PA�R4 O OSRASTREET CROSS 7I 57CTION tOCATICH AEITIHER FSA " •,ry _ h .rriw r<=owta +lor_se=.r. l / PILLAGE i L1 / / / _ NEFGHBOIf —1 _ _ <f GENERAL 'i r —1 FL TKFAN9Li' PERINITTI:D) j A ito 1J s fi 1 R i Dry l f l/• P t VILLAGE I1 lLe w � POTENTIAL F1JTk1FjE � - t / EXTERNALCONNECTION ` --� -- _ -- , A MyyX RLM / li I. / \ �. .LAKE " NO LANDSCAPE BUFFER W R A REQUIRED ADJACENT. - .. TO HSNWRA ENO LANDSCAPE BUFFER REQUIRED ADJACENT To nsa>hTu H S A EX. TRAIU FUTURE NATURE OBSERVA TRAIL PENINSULA . ENGINEERING `" Iv-A-r VILLAGE SRA EXHIBIT (A) MASTER PLAN (BLACK AND WHITE) HOGAN FARMS, LLC +rwur..ly � INTERVK CONNEC'lON �.00AT�ON3 �••� INF�DAR PA�R4 O OSRASTREET CROSS 7I 57CTION tOCATICH AEITIHER FSA " •,ry _ h .rriw r<=owta +lor_se=.r. ENO LANDSCAPE BUFFER REQUIRED ADJACENT To nsa>hTu H S A EX. TRAIU FUTURE NATURE OBSERVA TRAIL PENINSULA . ENGINEERING `" Iv-A-r VILLAGE SRA EXHIBIT (A) MASTER PLAN (BLACK AND WHITE) HOGAN FARMS, LLC +rwur..ly � INTERVK CONNEC'lON �.00AT�ON3 �••� INF�DAR PA�R4 O OSRASTREET CROSS 7I 57CTION tOCATICH AEITIHER FSA " •,ry _ h .rriw r<=owta +lor_se=.r. Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 A��endix B: Initial Meeting Checklist (Methodology Meeting) Trebilcock Consulting Solutions, PA Page � 30 Brightshore Village — SRA — TIS Section 1— Rood Segment Analysis —June 2022 f T►�1ll�lF_1 ��I �lii�1<c1+�:1��T,i� �� Su66estio1]: Uav� this Appendi^ as wormportant elements are overloobced. Irross out the items that do not apply or N/A (not applicable). [date: August. 2Q2� Tune: �:3C1 tern Location: NIA — Zot�rn Austin Howell, Barron Collier • Norman! • Gavin Jones, TCS rCiprian Ca rm en M on i rr nty CollierLorraine Lantz, • Root,Greg AIM Engineering, for•Coun 0) Jerry Graham, TL&O�Data, for Collier Count -!.re orrilan IMOMMEN.iI i gr '!ilcork Crnsulting Solutions, ddress &Telephone Number: 2800 Davis Boulevard, Suite 2GO, Naples, FL 34IG4; Rh 239�566�9551 liiiiiii elephoneNumber: Trebilcock Consulting Solutions, PA Page � 31 Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 Proposed Development. i�ame: Hogan Island Location North side of Imrnotalee Road (CR 84611, approximateiV 2.6 miles lJo4lest of 074'Alell tirade Road. in Collier County (refer to Figure III Lard Use Type: Mixed-!Jse Residential Figu re T - Project Location Map IV Project Location y� ITE Code #: Per ITL Trip Generation Manual, 0"'; Edition, as applicable. Descriptor.: Hogan Island is a uroposed master planned mixed use residential community; which I?ronoses to include 1 50D 5ingle4amil residential unr,ts and 500 multi4amilv residential units_ Gn addition, the site will include 20,000 square feet of cio .c/institutional use and 106,000 square feet of commerciai uses. Zoning Hogan Island will be developed as a Stewardship Receivir.g Area tiSR:A;. Findings of the Preliminary Study: The Traffic Impact Study 4TIS'i lovill be consistent With Collier County Traffic Impact Stud; Guldelines and Procedures. Study type: Since arolecr_ed net external Ahl1 or Ph,11 protect traffic is greater than s CO tvvo-,% ay weak hour triris this studV cualifies. as a MaiorT!iS— significant roadli ay and/or operational imnacr_s. Prrpo5ed TITS livill include trip generation traffic diistribution and assiNnrrients, significance test ( Cased or, 2°lr'2°a{.3ba criterial. Page 2 of 8 Trebilcock Consulting Solutions, PA Page � 32 Brightshore Village — SRA —TIS Section 1— Road Segment Analysis —June 2022 Trio Generation — based) on Collier County TIS Guidelines and Procedures. Institute of Transportation Engineers (ITEi Trip Generation Manual, 10th Edition and ITE Trio Generation Handbook, 3rd Edition. Internal capture will be estimated using the adooted FSUTMS model. Pass-byCaoture— Retail use — maximum 25%reduction—AWPM peak hour 15%reduction—dailytraffic. The TIS will determine if there is consistency with the Polio 5.1 of the Transportation Element. The report will provide existing Level of Service (LOST and document the impact the proposed change will have on designated arterial and collector roads. Roadway concurrenc'yr analysis— based on estimated net new external PM traffic_ The analyzed development is not located within the County's Transportation Concurrency Exception Area (TCEA) or within the County's designated Transportation Concurrency Management Areas {TCMAs)_ The TCEA's and TCMA's designations are provided in Policy 5.4 and 5.6 of the Transportation Element Growth Management Plan. Roadway Committed Improvements— per adopted County's 5-year TIP and cost feasible road proiects FY 2021— 2045 per adopted 2145 Long Range Transportation Plan fLRTPj Update Study Type: (if not net increase, operational study) Small Scale TIS 0 MinorTIS Maior TIS Stint Area: Boundaries: Adiacent Street —Immokalee Road Additional intersections to be analyzed: The intersections to be analyzed will be determined after the roadway segment analysis is reviewed and approved by Collier Counter. Build Out year: 2038 Planning Horizon year. 2038 Analysis Time Period[s): PM Peak Hour Future Cuff -Site developments: N/A Source of Trip Generation Dates: ITE Trip Generation Manual, 10th Edition, ITE Handbook 3 Edition. Reductions in Trip Generation Rates: None: I A Pass -by trips: Retail - 25% reduction — AMIPM peak hour; 15 reduction — daily traffic. Internal trips: FSUTMS Transit use: NBA Other: NIA Page 3 of Trebilcock Consulting Solutions, PA Page (33 Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June zuzz Siit�-grip generation: ITE 10�n Edtiean WT FN 4cff Prol x ff t9IP Aip Mg Ro2ckwzy from 'fit krwffowmxffd In prm4d to P&M fwq CST Funchv DM A t om. #�i, PU 4r�tid :� �..•r 5 �ZL , okzi r :Ct. WAl .+5 4 m 61 �; 2o23 4611 do cnn a mrk FA 6r ^: OT s=_x 11) pd, �MMIXA z i %+ ?A & dm 2 m 4? a'sc: 40 1 2024 BO codc�rsvad sail =Nxn ENd 36 iyii w j� uVdm 43i 61m ; sue+ 1 2023 6n%i ' �nT d ku s3I`l z�m SMCZ R . wy = i a:. wit Cz=J WAM 4 3 61as^s so I 2-on 4331112 '9� 931 COUT aVd_ Mwa ' PA 7CMCI PA 4 VAI an 2 n 4Laic:; 4 t 3 20 tDIOI 7 sej. L>irlxuw Rd. M °mu c=vIL" -ch , nna 6L 1 2023 36 9I 32 al zT s'cwg � u7L -;: m W" dm a m 41arr= 4D 1 M1 20iss `wL�3 1 4 i e3'd C 11 vCy. -r aazr Souxi Ln= ees d ft 2 In 41aw-M 4:) 1 Y"I3 9a199 'vt �Dt ann FAI UE 41 -Oof 'c ;;rmw Rl Wdm 4 w 61 60 1 20' InI3 6%"3':x:rF7 .i±L w 4m av;+:$fn aAid_ `.'i�'iis�d+[zY "'`d�. Wdm 2: m 4Lar'P... 1 ioi4 D147 =a;. turd `7 '?u1. WISI %V"dmZto41 ' itMite:;=vnEe. 4.+ 1 'r023 DI at:=mM=W4 VIA. �nsuJ r1. WYL47c,2W'D4y n. 43 I 2 3 U193 V::ta c %fa11 W4 BVI Ord E 41 -c_� a R� ,Tw Cr �Lwnw41r?*o: -ac d MQ I 2o3 DI68 t ^. ^^s2 a t PA Ext BUd ISMS* a`0249 Sn= F,y_;At I631st ":Nia adm vA 2:.a"A:>x Lmi Zu 1 2024 ML , v`:vTa,"1c't`As. w' 4S- L MIS41 LS41 vcws1a's:FaCPW SO I MiA 43ISw� SR 29 2W.Wam wl q iPA s IR se: iv" 2 b 41 4D 2 3k6 2010 C SE us 4I1"7, q0j1"z=nZTb Uzi 3 wrffzy puud. E''t Fz m vd1 &v dm 2 �z 41 40 2 Zr4s 2+M0 C37 t I'&"a m-1 P.djC? 838 :v. rkzd . vAi rts= 34*Xf Id 4v?dm 2"n6I 5 SO 2 zrk6 20?0 u37 cla 6 el F'd'l CR v +r.� �= sawkieard W vit4 4 rak Rkt Bb',dom 2 tstn 6 sxr 6D 2 am;s li'o C= 12 Lid m .r SAi'd, vxw1% l Bchmh F- Ert RZ14M svd tF6-dm 2 m 41 rx 40 i` m2s 2-02D C39 '04dLS41 LS41 =ex COLL70 Im Wdm 2 m 41 � 40 3 m3I MIS Cso pofn ?.3. :& svd� 4z6:. _. GO 3 zaI2aa Cr 4t 3z $:Ili s•�d SVIst I2t :': c' ;ldm SlAi Mdm 2 to 61 ED � Ms 20 S C;36 lcgan SPA Fodpn .74t vard: �3s= 1pdt Wi&m 2 oz41 40 4 XI6'rl4s SS 32 s i =is t Bmay dc' t 2 413 4 4 _35 �i C EV i 2 in 41 � 40 4 202S 2045 C Cl 3'�� gads &Vd. Y&n 5 L 3 jt� .� e 5-:. T 6 �i.*aj 2' te' i 2 41 -" 4 Ufa i 45 C 11 SwTgadF: SAid. ;wNdw "BA A IAUA Pry. Wodan 2 m 4larv�: 4"D 4 ZOS Z%3 C 63 'ddt.= sNd. Ki=Wx vcr a^r°ti, 11 razw 83s"d. %� m 2 Lwnv� Zx uNS 2 9 m36'203 3 C63 00=r_axst mvt S'r_ ,AtzLms?xFil CzTwrlpA. Ncw 2lzrv:F'x ,( lu 4 2!}362043 C'r 3I j klo Pk L +PR Vs I .,AI 29 rp v€ R a'd. vVdm 2 b 4 " 40 4 MIS 204 S SIR " 2 ';LJJV MWkZ-t ^ �3 '4 a 4lz7k%Fac1 *p' 40 4 m2z 2043 C22 373rncxVnX "I"g d:sS? . 1 S A WS 4 b234a Trebilcock Consulting Solutions, PA Page � 34 Brightshore Village — SRA — TIS Section 1 — Rood Segment Analysis —June 2022 Trip distribution methcd: based on F.SUT`AS iFDQT District One Regional Planring Model; — example: Figure 2, The 2045 contents of the traffic anal-lisis. tone (TAD containirg the protect viill be adjustedd to reflect me entire development plan being prompl sed. Zonal contents in thevicinity of the protect lk ill be reviewed to ensure they reflect the expected development in the area and the trip satisfaction potential that viould exert on Aoroiect traffic. The FSUThAS model a;ill be used to estimate the percentage of 1Hogan Island trip rna<ing that stays within Hcur, Island (internal caoture)and thje percentage Lhat Uses the coil ectior/arterial road net,a;orkto reach desired destinations. On each roadviaV segment the model proiecr:traffic volurne will be Lexpressed as a percentage of the model TAZ's total external traffic volume, and that percentage will be applied to the net new external traffic estimate developed separateli,: 11TE base generation, internal capture rate from FSUTMS, retail pass -by capture from the Trio Generation Handbook, limited bwpi County standards. On each road seFment, the percentage used v�l ll be the average of the values at the segrnent endpoints. The proiect TAZ's contents wl] not be adiUsted beyond the actual developrnent plan in orderto make the rhodel's external traffic estimate resernble the ITE Cased estimate_ Traffic assignment method: project trip generation with background gro ith. Traffic grov;th rate: The most recent traffic counts i2021 AUIR peak hour peak direction) from Collier County to ill be adjusted to the bUildout b ear at a rate derived frorl FSUTMS. The rate used t+;ill be the rate of change between the 2015 Base or'Validation w1,ear model volumes tc those in the 2045 Cost Feasible model used: for the LRTP Update. From each model, the 'yolurles useG vdill be the average of the values at the segment Endpoints_ This Base 'Fear -Future Year comparison loyill use 'a 2045 model in which the contents of the traffic anal'v'sis zone ITAZI, containing the protect be reverted to those in the 2015 Base Year model to reflect 2045 bac'<eround traffic jthout the prciect. Project traffic vdill be added to the resulting backgrourcl traffic estimate manually; removing the project zonal] contents avoids double counting LDZI project traffic. The proposed method tc4 estimate future vclurres on roads that do nc. exist at .his time is to factor the 2045 model Ar DT to peak hour peak direction using the same K and D factors used by the :=DeJT it their planning products and deflate that 2045 volume to the analloisis wear at 2°� peryear, which is the requlreG minimum growth ra`e for Collier County for short terra forecasts. Turning movernents: Locations to be determined after the roadlo ay segment anal sis is reviewed and approved by Collier CouMy. Page _ 5 of 8 Trebilcock Consulting Solutions, PA Page � 35 s n O n 77 n O c rr 04 N O c r+ O D `n taarte f j TAL#2W9 Select Zone T(ig) i� US 9F %,4 .l 0let a � �t C� 'a` d f td. O _ �I a 11. P 0 ,gyp a + r• ,r 4i a M y 0,, 6A ,y LLA t$ S 0.'+ n 4 :� 4# '- �. .� 9 L4. ] 1 .4b :Os " 4 a : " L J� 1a do w ti a d� 3i >9 V` ,. •LS 03 05 L A7 0 �a 0] 0._ p r � 6 0 AN to 10 a a•r L� a °�° a �. aq — FS(MMYTy" aA TdlFadldes �� s 4 O.i a� Freewa F $ Ramos D p ; r Percmtof Total Extmael Treftrc c G a os .. colodm Cst C*Mmtd ConnoOKS Hogan Island - TA7 ?5DD 919f,=2 V: 3 PM �:1,Olrv'>`hr2.4�_l-30 37'��Y,t2�D7 ��t244 Hr anSH�nn+15-1YP�l.le bWF'.titiS^t4l{1�0 <S h�T .::i.;'„-', c Brightshore Village — SRA —TIS Section 1— Rood Segment Anolysls —June 2022 Special Features: {from preliminary study or prior experience) Accident locations: N/A Sight distance: N/A queuing: N/A Access location & configuration: Per CC Access Mgmt. Resolution Traffic control: MUTCD Signal system location & progression needs: N/A On -site parking needs: N/A Data Sources: Collier County 2021 AUIR. Base maps: NIA Prior study reports: NNA, Access policy and jurisdiction: Review process: N/A Requirements: N/A Miscellaneous: NIA Small Scale Study— No Fee Minor Study - $750.04 Major Study - $1,54D.D4 X Methodology Fee S540 X Includes 0 intersections TBD Additional Intersections - $540.44 each TBD =Required intersections to Be Determined after initial submittal of TIS. All fees will be agreed to during the Methodology meeting and mast he paid to i"ransportorion prior to our sign -off on the application. SIGNATURES Norman Trebilcock Study Preparer—Norman Trebilcock Revietiver[s) Applicant Page. � of 8 Trebilcock Consulting Solutions, PA Page � 37 Brightshore Villoge — SRA — TIS Section 1 —Rood Segment Analysis —June 2022 Calfier tiaunty Traffic Irnpact.Stucly Revie�; Fee Schedule Fees �;aill be paid incremental[�� asthe development prc:ceeds: hvletl�odolog4� Revieti�;.�naly�sis Revlea��, and Sufficiency Reviews, Fees for additional ,meetings or at"ner optional Services are also provided below. twlethodolo�V Reviet�r - 550� Fee h,1lethodollogl; Review includes review of a submitted methodology statement, including revieav of submitted trip generation estimate(s),, distribution, assignment, and review of a "Small Scale Study" deterrminationr written approval/comments on a proposed methodology statement,, and written confirmation of a re -submitted, amended methodology statement, and one meeting in Collier Count;, if needed. "Small Scale Stud�1" f;,evieti+; - PJQ �4dditianal Fee {Includes one sufficiency revie��;l Upon approval of the methodology revielo , the applicant may submit the studs;. The review includes: a concurrency determination, site access inspection and confirmation of the study compliance voith trip ;eneration, distribution, and maximum threshold compliance. "1�1inor Study R�evietiu" - ��SO Fee (]nclucles one sufficienrsy reyrievrl Review of the subrmitted traffic analysis includes: optional field visit to site, confirmation of trip Generation, distribution, and assignment, concurrent; determination, con irriation of committed improvements, review oftrafficvolum,e data collected,`assem"Oled, review: of off -site improvements within the right-ofwway, revIew of site access and circulation, and preparation and review of "sufficiency" co rnm ents/questions. "{�la'tor Study ReViev��" - �1.5r7fJ Fee ilr�cludes ttie;o intersectior� anaiysis ar�d tti�;o sufficiency reviet+;s) Review; o the submitted traffic analysis incluces: field �.�is6t to site, canrirmaticn of trip ge.nerationr speciai trip generation and/or trap length study, distribution and assignment, concurrencpj determinationr confirmation of committed improvements, review of traffic volume data collected/assembled, revielov of traffic growth analysis, review of off -site roadway operations and capacity analysis, review of site access and circulation, ,neighborhood traffic intrusion issuesr any necessar; improvement propiosals and associated cost estimates, and preparation and review of up to two rounds of "sufficiency" cornments/questions and/or recommended conditions of approval. "additional intersection ReView" - S500 fee Thee revie��; of additional intersections shall include tihe same parameters as ,outlirned in the "h.4ajar Study Revielh+: rr and shall apply to each, intersection above the firsttvio intersections included in the ".Major Study Revie,kNi it "Additional Sufficiency Reviews" - $500 Fee .hdditianal sufficien�; redievs beyond tht,se initially included i:n the apiiaroprite studyshall reauire the additilanal Fee prior to the completion of the reviel;6l. Trebilcock Consulting Solutions, PA Page � 38 Brightshore Village — SRA —TIS Section 1— Road Segment Analysis —June 2022 MethodolVEX Comments from Staff (9/17/2021I with Responses 1. Future year committed/cost-feasible roadway improvements —Based on the information provided by Lorraine Lantz in her 8/25/2021 email, the committed/cost-feasible improvements included in Table 1 of the revised TIS methodology for the portion of the VBR Extension from Collier Boulevard to 161h Street appear questionable. Table 1 indicates that 6 lanes will be provided throughout these limits; however, Lorraine indicated that 6 lanes would only be constructed from Collier Boulevard to Curry Canal, 4 lanes would be constructed from Curry Canal to Wilson Boulevard and 2 lanes would be constructed from Wi lson Boulevard to 16th Street NE. In addition, we did not see the 4-laving of Everglades Boulevard from the VBR Extension to k75 listed in the 2045 Cost - Feasible LRTP. You need to have specific information that documents construction funds are programmed/planned for 4 lanes throughout these entire limits, you'll need to provide the supporting documentation for this improvement (or remove this improvement from Table 1). RESPONSE: The applicant is using the adopted model, which we assume it is consistent with the LRTP cost feasible improvements. 2. Future year committedlcost-feasible roadway improvements — It appears the new two-lane bridges on 16th Street NE and e4i Avenue NE are missing from Table 1. RESPONSE: Table 1 is intended to include only those improvements that affect level ofservlce calculations made on forecast traffic volumes. We have identified the improvements in the T!S document. The model reflects those link improvements for connectivity of the segments. Page 1 of 3 Trebilcock Consulting Solutions, PA Page � 39 Brightshore Villoge — SRA — TIS Section 1 — Rood Segment Analysis —June 2022 Methodology Comments from Staff (9/17/2021) with Responses 3. Methodology for estimating future year background traffic volumes on roadways (or roadway extensions) that do not currently exist — The proposed methodology for deriving future year background peak hour volumes for future roadways that do not currently exist assumes the future year volumes will grow at a rate of 2% per year during the period from 2038 (the proposed build -out year of the development) to 2045 (the planning horizon year of the D1 RPM). The future year volumes on Vanderbilt Beach Road Extension may or may not grow significantly faster than 2% per year during the periods from 2025 (the VBR Extension opening year) to 2038 and from 2038 to 2045. With nothing else to compare this to, it's difficult to assess the reasonableness of this assumption (and the results obtained from using this methodology) at this time. We can probably accept the use of this proposed approach for the purpose of deriving some preliminary volume estimates; however, the County will assess the reasonableness of these estimates after they have been provided and the Applicant may or may not be required to make revisions to these preliminary estimates based on our assessment. RESPONSE: The applicant believes the use of the county's own minimum growth rate is reasonable. 4. Base year model subarea validation accuracy -During the August 18, 2021 methodology meeting, you agreed to provide a summary of the accuracy of the Base Year (2015) D1 RPM for roadways in the vicinity of the project so that we could determine whether a subarea model validation is or is not necessary. This information has not yet been provided. If this information is not going to be provided to the County prior to the finalization of the TIS methodology, the TIS methodology should state that this information will be provided. RESPONSE: The method used to determine future background traffic volumes overcomes any concern about whether the model is over -estimating or under- estimating (when compared with actual traffic counts) the volumes on some road segments in the base year. Typical reactions to this situation can include either model adjustments (to both base and forecast year models) or post processing adjustments to the forecast volumes replicating the adjustment needed to correct the observed discrepancy in the base year volume. Both methods would raise or lower the endpoints of the line between base year and forecast year model volumes, but not affect the line's slope, which is the model insight used here. The applicant thus questions whether there is a valid public purpose to the request for sub -area validation. !f insisted, the applicant believes it is reasonable that the county should provide thAn metrics to be used to judge model performance, the threshold standards Page 2 of 3 Trebilcock Consulting Solutions, PA Page � 40 Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 Methodoloey Comments from Staff (9/17/2021) with Responses required to be met in asub-area validation, and the list of road segments to include. The county should provide the types of model adjustments that have to be investigated and the maximum number of model runs that have to be conducted during the trial and error testing of the effectiveness of any adjustments made. The county should provide a mechanism for proceeding with the traffic impact analysis if the adjustments they require, after the number of model runs they require, fail to raise the metrics they specify to the standards they require. The county should provide a timetable for incorporating any changes made into the adopted model, transmitting it to FDOT, testing the effect of the changes on any forecasts that were used in the LRTP Update, and transmitting the results to the MPO for their information. 5. Rural Village Boulevard —During the August 18, 2021 methodology meeting, there was discussion regarding a spine road that is proposed to run through the Immokalee Road Rural Village (IRRV). It was pointed out that this improvement is included as a partially funded improvement in the MPO's 2045 LRTP; however, no funding is included in the 2021-2035 time frame. It was agreed that unless the construction of this roadway was going to be a jointly funded project between the IRRV developer and the Hogan Island developer, it should not be included in the D1 RPM roadway network for this study. Appears this roadway is not included in Table 1 (Cost Feasible Improvements) of the revised TIS methodology, so it would appear that it is not going to be included in the 2045 D1 RPM roadway network. Therefore, we are in agreement it will not be used. RESPONSE: Noted. 6. Project Traffic Distribution Percentages —Figure 2 of the revised TIS methodology still includes Oil Well Grade Road in the 2045 D1 RPM roadway network and indicates that 2.8% of the Hogan Island daily traffic volume is projected to travel on this roadway. During the August 18, 2021 methodology meeting, it was pointed out that this road is an unpaved road and there are no plans to pave this in the future. In addition, a review of the 2021 and 2022 Collier County AUIR's indicates this roadway is not included in the AUIR. This means there is no adopted service volume established for this roadway and there is no existing peak hour peak direction volume documented for this roadway. We indicated at the meeting that we did not think that any of the Hogan Island traffic would use this unpaved road to access Oil Well Road and one way to deal with this situation would be to manually reassign the Hogan Island traffic from Oil Well Grade Road to Everglades Boulevard. After further consideration County staff and our consultants have determined that it is reasonable to require the adjustment from Oil Well Road to Everglades. RESPONSE: The applicant's position is that every facility in the adopted model is available for use, or fhe facility would not be in the model. Page 3 of 3 Trebilcock Consulting Solutions, PA Page � 41 Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 Proj ect Trip Generation Calculations Trebilcock Consulting Solutions, PA Page � 42 V J Brightshore Village - SRA - TIS Section 1- Road Segment Analysis -June 2022 Trip Generation - FSUTMS Based Internal Capture - AM Capture Unconstrained Internal Trip Capture Rates for Origins Use u p Y z Y N w � 19 l0 E Y c c d u w E � Y a i v o x Office 28 63 0 1 0 Retail P31 13 0 14 0 Restaurant 14 0 4 3 Cinema/ Entertain- ment 0 0 0 0 0 Residential 2 1 20 0 0 Hotel 75 14 9 0 0 Source: ITE Trip Generation Handbook 3rd Ed. Table 6.1 Internal Exiting Trips Y � Total U m m o Exiting Y a = c Y m a o Trips Use O u w E cc x Office 11.0 24.8 0.0 0.4 0.0 28 Retail 20.8 0.0 22.4 0.0 114 Restaurant P46A 0.0 0.0 0.0 0.0 0 Cinema/ Entertain- 0.0 0.0 0.0 0.0 0.0 0 ment Residential 22.4 11.2 224.1 0.0 0.0 798 Hotel 0.0 0.0 0.0 0.0 0.0 0 Constrained Internal Trips c m ` c f0 10 v 0 _ CU yv E t: Y v w c c S v w o Use O v w m � c 'v w E x c w Office 11 0 0 0 0 11 Retail 0 0 7 0 19 Restaurant r12 0 0 0 0 0 Cinema/ Entertain- 0 0 0 0 0 0 ment Residential 9 11 0 0 0 20 Hotel 0 0 0 0 0 0 Internal 21 22 0 0 7 0 50 Entering Trebilcock Consulting Solutions, PA Unconstrained Internal Trip Capture Rates for Destinations U tr: O c f0 7acl + ateoUse 2 Office 32 23 0 0 0 Retail 4 50 0 2 0 Restaurant 14 8 0 5 4 Cinema/ Entertain- ment 0 0 0 0 0 Residential 3 17 20 0 0 Hotel 3 4 6 0 0 Source: ITE Trip Generation Handbook 3rd Ed. Table 6.2 Internal Entering Trips m � � E t c 010 v u r N Y y N C Y Use O � v w E c c V w E v o x Office 83.6 0.0 0.0 0.0 0.0 Retail 12.9 0.0 010 7.9 0.0 Restaurant 45.0 20.9 0.0 19.7 0.0 Cinema/ Entertain- 0.0 0.0 0.0 0.0 0.0 ment Residential 9.6 44.4 0.0 0.0 0.0 Hotel 9.6 10.4 0.0 0.0 0.0 Total Entering 229 186 0 0 281 1 0 7 Tri s Use Total Enter- ing Total Exiting Internal Enter- ing Internal Exiting Internal Cap- ture Rate Office 229 28 21 11 12.5 Retail 186 114 22 19 13.7 Restaurant 0 0 0 0 0.0 Cinema/ Entertain- ment 0 0 0 0 0.0 Residential 281 798 7 20 2.5 Hotel 0 0 0 0 0.0 Total 696 940 50 50 6.1 Brightshore Village - SRA - TIS Section 1- Road Segment Analysis -June zuzz Trip Generation - FSUTMS Based Internal Capture - PM Capture Unconstrained Internal Trip Capture Rates for Origins Use V t: o _ fC m cc Y C 7 ate+ m Cr C E Ol Cl C c m 'u uw E � Y � m w CJ o x Office 20 4 0 2 0 Retail 2 29 4 26 5 Restaurant 3 41 8 18 7 Cinema/ Entertain- ment 2 21 31 8 2 Residential 4142 21 0 3 Hotel 68 0 2 Source: ITE Trip Generation Handbook 3rd Ed. Table 6.1 Internal Exiting Trips M M Total m m tv Exiting }'mE Y v y a o Use Ow 'u w E cc x Trips Office 12.3 2.5 0.0 1.2 0.0 77 Retail 12.8 185.4 25.6 166,2 32.0 401 Restaurant 0.0 0.0 0.0 0.0 0.0 0 Cinema/ Entertain- 0.0 0.0 0.0 0.0 0.0 0 ment Residential 36,3 380.9 190.5 0.0 27.2 569 Hotel 000 0.0 0.0 000 0.0 0 Constrained Internal Trips c m m ro :3 19 E w e (U m m m m c E c w w c +� ;•- Use ow cc U WE E w x W Office 12 0 0 1 0 13 Retail 3 0 0 166 0 169 Restaurant 0 0 0 0 0 0 Cinema/ Entertain- 0 0 0 0 0 0 ment Residential 6 58 0 0 0 64 Hotel 0 0 0 0 0 0 Internal 9 70 0 0 167 0 246 Entering Trebilcock Consulting Solutions, PA Unconstrained Internal Trip Capture Rates for Destinations Use o 'm Cr c ate+ cc f0 f0 E w c U w E � cj� v ° x Office 8 2 1 4 0 Retail 29 26 46 17 Restaurant F3O 50 32 16 71 Cinema/ Entertain- ment 6 4 3 4 1 Residential 57 10 14 0 12 Hotel 0 2 5 0 0 Source: ITE Trip Generation Handbook 3rd Ed. Table 6.2 Internal Entering Trips c f6 m v = m E E Use aYi w =_ c ww U E o x O K w Office 47.2 0.0 0.0 60.9 0.0 Retail IS 000 0.0 700.2 000 Restaurant 3.3 294.9 0.0 243.6 0.0 Cinema/ Entertain- 0.7 23.6 000 60.9 0.0 ment Residential 6.4 59.0 0.0 000 0.0 Hotel 0.0 11.8 0.0 0,0 0,0 Total Entering 14 370 0 0 955 0 Tri s Use Total Enter- ing Total Exiting Internal Enter- ing Internal Exiting Internal Cap-ture Rate Office 14 77 9 13 24.2 Retail 370 401 70 169 31.0 Restaurant 0 0 0 0 0.0 Cinema/ Entertain- ment 0 0 0 0 0.0 Residential 955 569 167 64 15.2 Hotel 0 0 0 0 0.0 Total 1339 1047 246 246 20.6 Page �45 V Brightshore Village - SRA - TIS Section 1- Road Segment Analysis -June 2022 Trip Generation - ITE Based Internal Capture - AM Capture Unconstrained Internal Trip Capture Rates for Origins Use u o 'm s G 7 1° N w E m CU c G Y U w E � N v N CU w w s° Office 28 63 0 1 0 Retail 29 13 0 14 0 Restaurant 31 14 0 4 3 Cinema/ Entertain- ment 0 0 0 0 0 Residential 2 1 20 0 0 Hotel 75 14 9 0 0 Source: ITE Trip Generation Handbook 3rd Ed. Table 6.1 Internal Exiting Trips c C Total ° ° w v m v_ Exiting U;g ° CUG " ° w o Use O 0:w U w E w 2 Trips Office 7.8 17.6 0.0 0.3 0.0 28 Retail 33.1 14.8 0.0 16.0 0.0 114 Restaurant 0.0 0.0 0.0 0.0 0.0 0 Cinema/ Entertain- 0.0 0.0 0.0 0.0 0.0 0 ment Residential 16.0 8.0 159.6 0.0 0.0 798 Hotel 0.0 0.0 0.0 0.0 0.0 0 Constrained Internal Trips c G C u f0 Y N 61 G N Y Y Use o z cc C 'u w cc = Y G w E Office 7 0 0 0 0 7 Retail 9 0 0 5 0 14 Restaurant 0 0 0 0 0 0 Cinema/ Entertain- 0 0 0 0 0 0 ment Residential 6 7 0 0 0 13 Hotel 0 0 0 0 0 0 Internal 15 14 0 0 5 0 34 Entering Trebilcock Consulting Solutions, PA Unconstrained Internal Trip Capture Rates for Destinations Use O w Y 0: E f0 u w E � y s w x Office 32 23 0 0 0 Retail 4 50 0 2 0 Restaurant 14 8 0 5 4 Cinema/ Entertain- ment 0 0 0 0 0 Residential 3 17 20 0 0 Hotel 3 4 6 0 0 Source: ITE Trip Generation Handbook 3rd Ed. Table 6.2 Internal Entering Trips c To U _ Y Q m CU _ N y y C Use O w U w E w x Office 59.5 0.0 0.0 0.0 0.0 Retail 9.2 0.0 0.0 5.6 0.0 Restaurant 32.1 14.9 0.0 14.1 0.0 Cinema/ Entertain- 0.0 0.0 0.0 0.0 0.0 ment Residential 6.9 31.6 0.0 0.0 0.0 Hotel 6.9 7.4 0.0 0.0 0.0 Total Entering 229 186 0 0 I 281 0 Tripsi Use Total Enter- ing Total Exiting Internal Enter- ing Internal Exiting Internal Cap-ture Rate Office 229 28 15 7 8.6 114 14 14 9.3 ]etall186 0 0 0 0 0.0 Cinema/ Entertain- ment 0 0 0 0 0.0 Residential 281 798 5 13 1.7 Hotel 0 0 0 0 0.0 Total 696 940 34 34 4.2 Brightshore Village - SRA - TIS Section 1- Road Segment Analysis -June 2022 Trip Generation - ITE Based Internal Capture - PM Capture Unconstrained Internal Trip Capture Rates for Origins Y � � m � i Y c Use w aN E c ° U E aN o O w w x Office 20 4 0 2 0 Retail 2 29 4 26 5 Restaurant 3 41 8 18 7 Cinema/ Entertain- 2 21 31 8 2 ment Residential 4 42 21 0 3 Hotel 0 16 68 0 2 Source: ITE Trip Generation Handbook 3rd Ed. Table 6.1 Internal Exiting Trips Use O Y Y C m N w E t_ Y w a; c c w U w E � v N w v 2 Total Exiting Trips Office 15.4 3.1 0.0 1.5 M 77 Retail 8.0 116.3 16.0 104.3 2041 401 Restaurant 0.0 0.0 0.0 0.0 0.0 0 Cinema/ Entertain- ment 0.0 0.0 0.0 0.0 0.0 0 Residential 22.8 239.0 119.5 0.0 17.1 569 Hotel 0.0 0.0 0.0 0.0 0.0 0 Constrained Internal Trips c m m y 0 m E t Y a ca c c 'Y v= Y H w w c C c Q1 N i O N Use O a w z v w E w w x c w Office 15 0 0 1 0 16 Retail 4 0 0 104 0 108 Restaurant 0 0 0 0 0 0 Cinema/ Entertain- 0 0 0 0 0 0 ment Residential 7 37 0 0 0 44 Hotel 0 0 0 0 0 0 Internal 11 52 0 0 105 0 168 Entering Trebilcock Consulting Solutions, PA Unconstrained Internal Trip Capture Rates for Destinations c � � m m m C w m Y N w w Y N Y Use p cc w = 'u W E cc i Office 8 2 1 4 0 Retail 31 29 26 46 17 Restaurant 30 50 32 16 71 Cinema/ Entertain- 6 4 3 4 1 ment Residential 57 10 14FO 12 Hotel 0 2 5 0 0 Source: ITE Trip Generation Handbook 3rd Ed. Table 6.2 Internal Entering Trips Y � m m m E t c v m w w w c c O1 vknn Use O K cc u w E w Office 29.6 0.0 0.0 38.2 . Retail 4.3 0.0 0.0 439.3 0.0 Restaurant 4.2 185.0 0.0 152.8 0.0 Cinema/ Entertain- 0.8 14.8 0.0 38.2 0.0 ment Residential 8.0 37.0 0.0 0.0 0.0 Hotel 0.0 7.4 0.0 0.0 0.0 Total Entering 14 370 0 0 955 0 Tri s Use Total Enter- ing Total Exiting Internal Enter- ing Internal Exiting Internal Cap- ture Rate Office 14 77 11 16 29.7 Retail 370 401 52 108 20.8 Restaurant 0 0 0 0 0.0 Cinema/ Entertain- ment 0 0 0 0 0.0 Residential 955 569 105 44 9.8 Hotel 0 0 0 0 0.0 Total 1339 1047 168 168 14.1 J 210 Single -Family Detached Housing Dwelling Units 9.43 2 0.92 2.68 0.70 2 0.91 0.12 0.26 0.94 2 0.94 0.27 0.63 215 Single -Family Attached Housing Dwelling Units 7.20 1 7.62 -50.48 0.48 1 0.52 -5.70rO,24 0.57 1 0.60 -3.93 0.57 CL 220 Multifamily Housing (Low -Rise) Not Close to Rail Transit Dwelling Units 6.74 1 6.41 75.31 0.40 1 0.31 22.85 0.51 1 0.43 20.55 0.63 710 General Office Building 1000 SF 10.84 2 0.87 3.05 1.52 2 0.86 1.16 1.44 2 0.83 1.29 0.17 750 Office Park 1000 SF 11.07 2 0.89 3.1 1.33 1 0.94 194.06 0.89 1.30 1 1.26 20.98 0.14 821Y Shopping Plaza 40K-150K - Supermarket Yes 1000 SF 94.49 1 76.96 1412.8 3.53 0.62 9.03 1 7.67 118.86 0.48 v a4 CD Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 Single -Family Detached Housing (210) • Settingl�ocatlon: general Urbanl3uburban Number of Studies: 174 Avg. Num. of Dwelling Units: 246 Directional Distribution: 50% entering, 50%exiting Average Rate Range of Rates Standard Deviation 9.43 4.45 - 22.61 2.13 Data Plot and Equation �o,000 �s,000 o,000 s,000 X = Number of Dweilir� Units Fitted Curve Fitted Curve Egtgtion: Ln(Tj � 0.92 Ln(Xj + .68 2 Ti�jQ Ger► M8ntr8t,11th Edition a,000 Trebilcock Consulting Solutions, PA Page � SO Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 1 u r♦: ♦ . G srI26r is c♦: I:r .♦: r♦ :Kl: ♦rc r♦ ♦r Single -Family Detached Housing (210) •Hour Between 7 and 9 a.m. 3ettingtL.ocatlon: General Urban/Suburban Number of Studies: 192 Avg. Num. of Dwelling Units: 226 Directional Distribution: 26% entering, 74% exiting Average Rate Range of Rates Standard Deviation 0.70 0.27 - 2.27 0.24 2,000 1,500 j: 1,000 X X X X XX �tX 7� X X >( � Xle Op X %4C 00 S00 11000 11500 2,000 2,500 31000 X =Number Of Dwelling Units Fitted Curve Fitted Curve Equatan: �n(Tj � 0.91 Ln(X} + 0.12 Tnp Gen Manua1,11th Edition Trebilcock Consulting Solutions, PA Page � 51 Brightshore Village — SKA — TI ) Section 1— Road Segment Anoiysis —June 2022 i• .4I I. . - �: is a•: Single -Family Detached Housing (210) Urban/SuburbanPeak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. ttiring/Loc.ations General Number of Studies: 208 Avg. Num. of Dwelling Units: 248 Directional Distribution: 63% entering, 37% exiting Average Rate Range of Rates Standard Deviation 0.94 0.35 - 2.98 0.31 2,600 2A00 1,000 X X XX X X X 500 X X x XX x X 00 800 18000 11600 %000 21500 X = Number of Dwelling Units Fitted Curve Equation: Ln('T) � 0.94 Ln(Xj t 037 Tnp C+en Manual,1lth Editbn R'M 0.92 X 3,000 Trebilcock Consulting Solutions, PA Page (52 Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 1111/21, 33J7 PM https:liitetripgen.orgrPrin%Grap h.htm?cod•=%Kxiviaba111aperiocl=AWDVTE$ur&edition=839&bcationCode enar... F 2000 5,000 4,000 , 1,000 0Xx 0 X study site 3ettinglLocetlon: General Uribanl3uburban Number of Studies: 22 Avg. Num. of Dwelling Units: 120 Directional Distribution: 50% entering, 50% e)ating X X X X' X YX 200 300 X = Number of Dwelling Unib Fitted Curve Fined Curve Faquation: Tnjv Qerr Manusl,1lth Editbn Standard DeViat'an ra Institute of Transportation Engineers X Trebilcock Consulting Solutions, PA Page � 53 Brightshore Village — SKA — TI ) Section 1— Road Segment Anaiysis —June zuzz 1: a •.: :. i .....�I .c �. :+Cd: er: �. •.: hicle • • welling Units • •JWSYP i SettingtLocatlon: General Urban/Suburban Number of Studies: 46 Avg. Num. of Dwelling Units: 135 Diredionai Distribution: 31 % entering, 69% exiting Data Plot and Equation goo x �c x xxx xx o x xx o zoo x aoo = Number of Dwelling Unib X Fitted CurvCurve Fitted Cure Equation: T � 0.;�2{X� - 5.70 Tnp Qen Manuat,llth Edition x Xx Standard Deviation 0.14 x Trebilcock Consulting Solutions, PA Page � 54 Brigntsnore villoge — SRA — TIS Section 1— Rood Segment Analysis —June 2022 • • i Peek Hour of Adjacent One Hour Between 4 and 6 p.m. tting/Locatione Number of Studies: 51 Avg. Num. of Dwelling Units: 136 Directional Distribution: 57% entering, 43% eating Average Rate Range of Rages Standard Deviatpn 0.57 0.17 - 1.25 0.18 400 x Q. �= 300 u x x 200 XX X X x X 100 X X X x x kex x 00 200 400 800 X = Number of Dwelling Unity Fitbd Cures Fitted Lunn Equation: T � 0.60{Xj - 8.95 Tnp Gen Merrual,1lth Editbn �31 Trebilcock Consulting Solutions, PA Page � 55 Brightshore Villoge — SRA — TIS Section 1— Road Segment Analysis —June 2022 IVlU &110mily Housing k WVVMRise) Not Close to Rail Transit (220) 11 Setting�Locatlon: General UrbaN3uburban Number of Studies: 22 Avg. Num. of dwelling Units: 229 Directional Distribution: 50% entering, 50%exiting 8.74 Data Plot and Equation a,000 11/ i Standard Deviation 1.79 x x x x x x x x x x x x x x x x x x x 00 100 X StudySit• 200 300 X =Number of Dwelling Units Fitted Curve Fitted Curve Equation: T w 6.41(Xg t 7Q.S1 Tnp t3en M8ntt8t,11th Edition Trebilcock Consulting Solutions, PA Page � 56 Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 IlAultifamily Housing {Low -Rise) Not Close to Rail Transit (220) YehlCle Trip Ends vs: On a: SettinglLoCatlon: Number of Studies: Avg. Num. of Dwelling Units: Directional Distribution: i • 4_ 101 Hour:L .: Average Rate Ran,! w 7, Standard Deviation CIM103 300 X x' u7` 200 x x XX ~ x x x x x x x 100 x x x x> xx x x x }k x x °0 200 400 6W goo 11000 1,200 X = Number of Dwelling Units Fated Curvy Fitted Curvy Egtation: or. O.S1{Xj t 22.85 Tnp Qe» M8rnr81,11th Editbn amon 0.T9 Trebilcock Consulting Solutions, PA Page � 57 Brightshore Village —.)RA — TIS Section 1— Road Segment Analysis —June 2022 1 u: ••. • • hl: c•. J.1: :•: • :K•: e Multifamily Housing know -Rise) Not Close to Rail Transit (220) ! .: SettinglLocatlon: General Urban/Suburban Number of Studies: 59 Avg. Num. of Dwelling Units: 241 Directional Distribution: 63% entering, 37% eating Average Rate Range of Rages Standard Deviation 0.51 0.08- 1.04 0.15 it 1 x x x � x X x x x4 x x xx 'Nx x x Boa �o X = Number of Dweilir�g Units Fitted Curvy Fitted Curve Equstbn: T • 0.13{ltj + 20.SS TrQ Caen Adenual,l1th Edition i �a ,•aoo ,,goo Trebilcock Consulting Solutions, PA Page � 58 Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 11M/21, MOW nArglPrintGraph.apao... General wITMa Building (710) Settingt�ocatlon: General Urbanl3uburban Number of Studies: 59 Avg. 1000 Sq. Ft. GFA: 163 Directional Distribution: 50% entering, 50% waiting 4.78 6,000 X S )00 X X X X X 4,000 a F` 11 F 3,000 2,000 1,000 i X X X X X X X x X X XX 0 Sq. Ft. GFA Fitted Curve Equation: Ln(Tj � 0.8T Ln(X] +SAS Trp GenManuaJ, filth Edition •11 :11 Average Rob Trebilcock Consulting Solutions, PA Page � 59 Brightshore Village — SRA — TIS Section 2 — Road Segment Analysis —June 2022 wihkhm i •'' •Hour Between 3ettingtLocatlan: Qenoral Urban/Suburban Number of Studies: 221 Avg. 1000 Sq. Ft. GFA: 201 Directional Distribution: 88% entering, 12% malting Average Rate Range of Rates Standard Deviat'gn 1.52 0.32 - 4.93 0.58 1,500 400 600 X =1000 Sq. Ft. GFA X studysits tted Curve Fitted Curve Egigtbn: Ln(Tj � 0.86 Lnpq � 116 Tnp Qen Mantra1,11th Edition f! E1 1,000 rj*TT�7 Trebilcock Consulting Solutions, PA Page � 60 BrightsPore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 1111121, 313 PM httpstetripgen.orglPrintG'OF abel=QF(dAF&timeperiad TPSIDE&x=&odiuon�v ocafjonGenera i Ur... MOREi� i • • Vehicle Trip Ends vs: 70i)0 Sq. Ft. GFA • Peak Hour of Adjacent •ne Hour Between 4 and 6 p.m. SettinglLocatlon: General Urban/Suburban Number of Studies: 232 Avg.1000 Sq. Ft. GFA: 199 Dir9ettional Distribution: 17% entering, 83% eating Vehicle Yrip Generation per 10©0 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 1.44 0.26 = 6.20 0.60 1,200 1,000 x x 400 X >t�C X 20o x o� 0 r X X x x x xx x x Yk x xX X x x..x x X X X x' BSc X x xX Ax xx x x x X X x x x x x x �--� xx xx x X =1000 Sq. Ft. GFA Fitbd Curve Fitted Curve Equatbn: Ln(Tj � 0.83 LnpQ t 1.2! Tnp Gen AAarnra1,11th Edition 1,000 X Trebilcock Consulting Solutions, PA Page (61 Brigntsnore Village — SRA — TIS Section I — Road Segment Analysis —June 2022 i Number of Studies: 10 Ate. 1000 Sq. Ft. GFA: 479 Directional Distribution: 50% entering, 50% exiting Average Rate Range of Rates Standard deviation 2.14 12,000 0 10,000 8,000 • x w` X j 6,000 X X 4,000 X` 2,000 X KI 200 400 600 800 X =1000 Sq. Ft. GFA Fitted Curer Fitted Cures Equetbn: Ln(Tj • 0.89 Lnptj t 5.10 Tnp C3an Manuat,llth Editbn 1,000 Trebilcock Consulting Solutions, PA Page � 62 Brigntsnore Village — SRA — T1S Section 1— Road Segment Analysis —June 2022 CNfIGO all (750) Vehicle Trip Ends vs: 1QOfl Sq. Ft. GFA On a: Weekday, Hour Between 7 \ 3ettingtLocatlon: General Urban/Suburban Number of Studies: 23 Avg.1000 Sq. Ft. GFA: 498 Diredional Distribution: 89% entering, 11 % exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Ratss Data Plot and Equation a s,000 1,000 x x -x x x x x x x X 8tudy8ite Standard Deviation F •10 soo 1,000 1,soo s,000 X =1000 Sq. Ft. GFA Fined Curve Equatbn: T • 0.94(Xj + 194.06 Trip QerrM8nu8'f,11th Edition Fitted Curve x Trebilcock Consulting Solutions, PA Page � 63 Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 C fMID Park (750) 3sttinglLo+catlon: Number of Studies: Avg. 1000 Sq. Ft. GFA: Directionai Distribution: e wal .: � . Average Rate Ran e of Rates e Data Plot and Equation 3,000 a. 2,000 1= 1,000 X X 00 )'iiC X Study Site 1,000 11500 X =1000 Sq. Ft. GFA Fitted Curve Fitted Curve Egwtion: T � 1.2b(Xj + 20.98 Tnjo Caen Menust,11th Edition 032 2,000 2,500 R'� t1.9T Trebilcock Consulting Solutions, PA Page � 64 Brigntsnore Village — SRA — TI ) Section 1— Road Segment Analysis —June 2022 t ! t • ' M t oMV i i 26.55 14,000 X 10,000 X Wr' X X X %000 X 1= n X F 6,000 X X X X f `-X X 4,000 X 2,000 00 50 100 150 200 X =1000 Sq. Ft. GtA X BtudySite Fitted Curve Average Rate Fisted Curve Equation: T n 76.96()j t 1412.79 WO 0030 Tipp C.en Me»uaf,1lth Edition Trebilcock Consulting Solutions, PA Page � 65 Brightshore Village — SRA — TIS Section I — Road Segment Analysis —June 2022 Number of Studies: 16 Avg. 1000 Sq. Ft. GLA: 86 Qirectionai Distribution: 62% entering, 38% eating Average Rate Range of Rates 1.17 Data Plot and Equation x Soo x x 400 x x x II � x Soo x x x ioo x x' 100 X °o So ioo iSo zoo X =1000 Sq. Ft. GLA X 8tudy8fte Average Rate Fitted Cures Equation: Not Given Tnp Gen Ms»raa1,11th Edition Trebilcock Consulting Solutions, PA Page � 66 Brightshore Village —SRA — TIS Section 1— Road Segment Analysis —June 2022 11J1J21, 310 PM htipsJJitetripgan.org/PrintGraph htrn?Dodd=$21&ivlabel=TQGFQ&timaperiod=TPSIDE$x $edlionocationCods=General Ur... Shopping Plaza {4u-150k) -Supermarket -Yes (821) rr► -. T sk T : Hour Between 4 and 6 p.m. ieral Number of Studies: 51 Avg. 1000 Sq. Ft. Gl_A: 87 Directional Distribution: 48% entering, 52% e)ating Vehicle Trip Generation per 10©0 Sq. Ft. GLA Average Rate Ran e of Rates 2.37 X 1,Boo X XX x x � x 10000 x ' x x x x < x x xx x x XX x x x x x x ' x' 1 x Boo x xxX„xx x X °o Bo 100 150 200 X =1000 Sq. Ft. GLA X StudySfte Fitted Curve Average Rate Fitted Curve Equation: T- 7.67()t)+ 118.86 Tnp Qen JLlarteraJ,l1th Edition Trebilcock Consulting Solutions, PA Page � 67 Brightshore Village — SRA — H.) Section 1— Road Segment Analysis — June zuzz Appendix D: FSUTMS Inputs and Outputs Trebilcock Consulting Solutions, PA Page � 68 V J D1RPMv2.0 2015 Base Year Model - Sub -Area Refinement Network Modifications C Original Model Area Type I C Refined Model Area Type C Original Model Facility Type C Refined Model Facility Type ,1 Network Coding Revisions ` �\ Added Centroid Connector t 1 Added Centroid rj 1 S1 o 73 23J23M 33 22 1, �33 33 333323 r� sl ` 51 33 3l 31 33 33 _..33 33 S 33 33 _ sl- 33 33 33 %33 _33i 33 +♦ 3l 31 22 22. 22 734 23 � Jam. Nn+ �vE M �fN AYE ►E � �Jj_, J J��r qTN 1111t IE .. !� Sti7tAYE K 91TH AVE •.. r. wac s� • Rtl AYE 4STH AVE W 4A ML 2948 ttST AYE 14[ 4W AMU NE J 7tTN AME IE 34TN AYE � p i p I S O J p I I 24T1411V! it � AIVF NE iYE I19 ttTM WE ft„ aa yW� !4T}i AYE rE ���P W W W W p'iN 12iN AVE M 12TM AYE }[ +� 1 �I��� Itt,,�,, BiNAY[IE 6t1AYiNE a 3 Y &TN *A IE tTH AYE W _ _ M 1�1 ON A11E S 4TT1 AVE SEis I AVE SE +'vE 9111 J JJ �'� i Y J,� ',& J 0 J$ \ (Licensed to Traf O Data) Bnghtshore Village — SRA — TI3 Section 1— Road Segment Anaiysis —June zuzz Exhibit 19 Land Use Conversion Rates for Traffic Impact Assessments FDOT Transportation Site Impact Handbook Single -Family Dwelling Unit 3 ersons per DU Multi -Family Dwelling Unit 2 persons per DU Office 4 service employees per 1,000 sq ft Hospital 3 service employees per 1,000 sq ft Retail <200k sq ft 2 - 3 commercial employees per 1,000 sq ft Large Retail 1.5 .2 commercial employees per 1,000 sq ft Industrial 2 industrial employees per 1,000 sq ft Warehousing 1 industrial employee per 1,000 sq ft Hotel .5 - 1 service employee per room TAZ 2944 INTRA_DAY.DBF Contents � � PROD TOT j� a�TTRiTOT �TOTV TOT TOT TO 't$ 1U�t. �F2 � --- 910 55 1M2�'18,tl/ EXT- I NT- INTRA_ ERNAL_ ERNAL PCNT_ Zone PROD_ TOT ATTR_ TOT TOTV_ TOT TOT TOT TOT TOT Total 91104 9,105 18,209 11878 14,454 3,754 Trebilcock Consulting Solutions, PA Page � 70 s n O n 77 n 0 c as cn O c rt O Ln V Indust- Com- Hogan Employ rial mercial Service Island Total ees per Employ- Employ- Employ - Land Use ITE LUC Village Size Units KSF SF MF ees ees ees Students Single Family Detached 210 - Single Family Detached 11500 1,500 DUs 1500 o rc D N -v , n N co .A T rD n O n n 0 D h rQ cn O E- r-+.. 0 Z5 m D TAZ 15 TAZ 10 CC COUNTY NAME ZONE ST CNTY SFDU SF PCT VAC SF PCT VNP SF POP SF POP DU SF 0 AUTO SF 1 AUTO SF 2 AUTO MF DU MF PCT VAC MF PCT VNP MF POP MF POP DU MF 0 AUTO MF 1 AUTO MF 2 AUTO 2045 2609 1968 8 COLLIER 2609 12021 194 7 12 343 1,77 0 40 60 0 16 38 0 1 0 2 98 2045 2614 1973 8 COLLIER 2614 12021 1487 17 20 4001 2.69 0 22 78 723 0 9 1941 2668 4 4 92 2045 2615 1974 8 COLLIER 2615 12021 1054 7 11 2907 2976 0 40 60 0 16 38 0 1 0 2 98 Source AVERAGE 10 14 2.41 0 34 66 11 28 1,56 1 3 96 .A "0 O fD n � rr D N N lD TAZ 15 RESD HHLD RESD POP POP P HHLD HH IN- COME HH INC INDEX HHLD SIZE WRKR P HHLD WORK- ERS IND EMP COMM EMP SERV EMP TOT EMP HM DU HM OCC HM POP SCHOOL UNI- VERS- ER ITY SHORT PARK LONG PARK NOTES 2045 2609 194 343 1.77 91148 1473 0.74 0.81 157 181 0 9 190 0 0 0 0 0 0 0 0 2045 2614 2210 5942 2.69 64634 1044 1.73 0.85 1879 431 220 422 1073 0 0 0 0 0 0 0 0 O Brightshore Village —SRA — TIS Section 1 —Rood Segment Analysis— June 2022 Longwater TAZ 2248 1�'. MINI141UN1 1tL(�UYitEU AND l'vIAXI1vIUM ALLOWAI�1<.E AF,NS1Ttir AND 1NTENSII'1' The rnaximum total number of dwelling units in the Village shill not exceed 2,600 dwelling units. Ivlulti-family dwelling unite may be located within both the Village Center and the Neighborhood General Context Zones. The minimum required amount of neighborhood commercial development within the Village center is 65,000 square feet and the tnaximutn shall not exceed 80,000 square feet. A minimum of 261000 square. feet of civic, governmental. and institutional uses is required. V. CONTEXT ZONES The Village contains two distinc# Context 7.ones; Neighborhood C,eneral and Village Center. 5,1 Neighbarhoad General Contest 'Lone. The Neighborhood General Context Zone includes approxunately979.73+ acres of land, 5,1.1 Allo3�abl�e Uses and Structctres 5.1.1. A. Pertnittc*d ITscs and Structur•es`: 1) Single -Family dwelling units. 2) Multi -family dwelling units located within %z mile ofthe Village Center or the commercial area of the Neighborhood General Context Zone, as depicted oil the SRA Master Plan. 3) Senior/Group Housing, including but not limited to Adult Living Facilities (ALF), Independent Living Facilities (ILF), and Continuing Care Retirement Communities (CCRC), not to exceed 300 units in this SRA, subject to Florida statutes and the applicable provisions of LDC Section 5.05.04 - Group Housing, located Nvithin V2 mile of the Village Center or the Neighborhood General Goods and Services area of the Neighborhood General Context Zone, as depicted on the SRA Master Plan, 4) Within the commercial areas of the Neighborhood General Context Zone depleted on the SRA Master Plan - any permitted use listed in Section 5.2.1,A. II. of this SRA Document. Such uses, if developed, may be counted towards meeting the required 65,000 minimum of neighborhood scaled retail and office uses or the required 26,000 square feet of civic, govenunent, and institutional uses, as applicable, and is subject to the maximum allowed 80,000 square of neighborhood scaled retail and office uses. Such uses shall be subject to the development standards forNon-Residential and Mixed -Use Buildings set forth under Section 5.2.2.2.A.,'rabic 2; Village Center � Required Minimum Yards Maximum Building Height 5) Utility facilities for water/wastewater, subject to the applicable standards set forth in Section 5.05.12 of the LDC. 5.1.1, B. Accessory Uses and Sttiictures: 1) Typical accessory uses and structures incidental to residential development including ti�alls, fences, gazebos, swimming pools, screen enclosures, utility buildings (subject to the applicable standards set forth in Section 5.05.12 ofthe LDC), chickec huts, air conditioning units, satellite antennas, and similar uses and structures. z ,Nate: ExLSting agricultural operations may continue an mr interim basis until o Site pevctnpment Plan or Subdivision Plat, as the ruse may ae. is approved for a particular parcel. Page 5 QF 13 Longwater Village SRA (PL20 t 90001836) (8-1 C1-21 0) Trebilcocl< Consulting Solutions, PA Page � 74 erightshore Village — SRA — H.) Section 1— Road Segment Analysis —June 2022 Longwater TAZ 2248 Longwa[ar Stewardship Receiving Area — Tl5 — Section 1—August �02Q The Longwater SRAwill consist of 1,503 single-family and 1,097mofti-family dwelling units, 2SJ, square feet (sf) of governmental/institutional land uses and 80,000 sf of neighborhood commercial retail land uses_ The proposed development parameters are illustrated in Table ILA. Proposed Development Program 1,503 dwelling unite 7 da+telling units 2E,0n0 square feet 80;000 so oars feet Mote: �'� Mufiti-famrlq irrc6udes attached vitlas, apartments, to��wnhomes and condominiums for traffic analysis. For the purposes of this report, the future planning horizon year is assumed 2030. Traffic generation associated with the proposed development is evaluated generally based on Institute of Transporta#ion Engineers (ITE) Trip Generation Manual, 10Edition and IE Trip Generation Handbook, 0e° Edition. In agreement with ITE Land Use Code (LUC) descriptions, the ITE land use designations are illustrated in Table 113. The proposed development parameters illustrated in Table 1B are intended to provide the highest and best use trip generation scenario with respect to the project's proposed development parameters. In order to provide more flexibility, the development will have the ability to adjust proposed parameters by converting residential units or commercial square footage, as applicable. Table iB ITE —Development Land Use Designation 210 —Single Family Detached — [N jA] ��0—Multifamily Housing {Loaa-Itise� — [MjA] a5d1—Office Park — All SRA permitted uses typical for governmental and institutional uses 820 — Shopping Center — [All SRA permitted uses typical for shopping center uses] Nateisj: ���to allow far attached vilEas, apartments, townhomes and condominiums. 1,SOCi dwelling units 1,097 dwelling units , 26,OOQ square feet 80,000 square feet The project proposes one access connection along Oil Well Road and one direr# access connection on 18�' Avenue NE_ Refer to the proposed SRA's Master Plan {Appendix A). A detailed evaluation of applicable access points will be performed at the time of site development permittingJplatting to determine traffic operational requirements, as mare accurate parameters will be made available. In addition, subject project will have provisions to accommodate the future Big Cypress Parkway as depicted on the project site plan. - Tre60cock Consulting Solutions, PA Page 15 m 0 n 0 0 Ln r-h Cn 0 Z3 Ln V Land Use ITE LUC Long- Water Total Size Units Employ- ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Dwelling Units 11503 1,503 DUs 1503 Multi -Family Dwelling Units 1,097 1,097 DUs 1097 D r O orn v N N N 00 -1 rD 0- F 0 n 77 n 0 D Ln 00 V) 0 c r+ o� Ln Ln V TAZ 15 TAZ 10 CC COUNTY NAME ZONE ST CNTY SFDU SF PCT VAC SF PCT VNP SF POP SF POP DU SF 0 AUTO SF 1 AUTO SF 2 AUTO MF DU MF PCT VAC MF PCT VNP MF POP MF POP DU MF 0 AUTO MF 1 AUTO MF 2 AUTO O N r ai m -i D N N .P DO y rD C7 F� 0 n C7 0 c oa V) 0 c 0 7 Ln V Brightshore Village — SRA — TI.) Section 1— Road Segment Analysis —June zuzz Bellmar TAZ 2322 . IIL�TLIi[Tlt REQLTIRED :�I�`D i►L�i1ILT1I :�LLO��':�iBLE DENSITI r1ND Ili rIEN SITI The maximtun total numUer of dwelling units in the Village shall not exceed 2,754 dwelling units. Multifamily dwelling units may be located within both the mixed -use Village Center and the Neighborhood General Context Zones_ The minimtun required amount of neighborhood commercial development t%nthin the grillage Center is 68,750 square feet and the nuiximum shall not exceed Bellmar Village 5RA Doctuuent [SRA :PL-24140041837] (�S_3131-2020) Page 4 of 13 85,000 squaae feet. A min;nmin of 27,500 square fleet ofcivic, governmetrtal and institutional uses is required. �'. CONTEI'T ZONES The village contains two distinct Context Zones_ i�lei�nborhood C;eneral and mixed use Village Center. :�.1 Neialiborhood General Contest Zone The Neighborhood General Context Zone includes approximately 976.-�1 It acres of 1~�nd. 5.1.1 AIlowable Uses and Sh•nctures 5.1.1. A. Permitted L?ses and Shvctures2: 1) Single -Family durelling units_ ?) Iviulti-family duelling units located tti�thin'rs mile of the Village Center. I 3) SeniorrGroup Housing, including but not limited to Assisted Living des Facility (ALF), Independent Liming Failifies Facili• (I1.F), and Continuing Care Retirement Communities (CCRQ, not to exceed 300 units, subject to Florida statutes and the applicable provisions of LDC Section 5.05.04 - Group Housing, located i%ithin V_ mile of the Village Center_ 4) Utility facilities for titirater, wastewater, subject to the applicable standards set forth in Section 5.05.12 of the LDC. Trebilcock Consulting Solutions, PA Page � 79 Brightshore Village — SRA — H.S Section 1— Road Segment Analysis —June 2022 Bellmar TAZ 2322 BefJrrrarStewarrlship Receiving Area — TJS —Section 1—Jmpacrs to Roadway Network — ConcLrrency 2020 AUJR —February 2021 The Bellmar SRA viill consist of 1$90 single-family and 1,160 multi -family dwelling units, 270500 square feet (sf) of governmental/institutional land uses and 85,000sf of neighborhood commercial retail land uses. The proposed development parameters are illustrated in Table 1A. Table 1A Proposed Program Development 1,590 dwelling units 1,160 dwelling units 54rj square feet 85,440 square feet Mote: t12 t�Autti-family includes attached villas, apartments, townhomes and condominiums for traffic analysis. For the purposes of this report, the future planning horizon year is assumed 2034. Traffic generation associated with the proposed development is evaluated generally based on Institute of Transportation Engineers (ITE) Trip Generation h�lanual,Edition and ITE Trip Generation Handbook, 3`m Edition. In agreement with ITE Land Use Code (LUC) descriptions, the ITE land use designations are illustrated in Table 1B. The proposed development parameters illustrated in Table iB are intended to provide the highest and best use trip generation scenario with respect to the project's proposed de�relopment parameters. In order to provide more flexibility, the development will have the ability to adjust proposed parameters by converting residential units ar commercial square footage, as applicable_ Table 16 ITE —Development Land Use Designation 210 —Single Family Detached — [IU%A] 220—Q►Aultifamily Housing (Lor�r-Rise] — [I�fAj I 750 — OfFice Park — [All SRA permitted uses typ cal for governmental and institutional uses] &20 —Shopping Center — [All SItA permitted uses typical for shopping center uses] Plote(sj: PJJA = not appl'r�ble; �i)t0 allOMt for attached z�llas, apartments, townhomes and condominiums. 1,590 dtia�elling units 1,1�17 d.velling units t1,5�.,�C sqU[�i e feet 85,400 square feet The project prop -ores one direct access connection onto Golden Gate Boulevard and one direci access connection onto 6�" Avenue SE_ Trebiloock Consulting 5o9utions, RA page I S Trebilcock Consulting Solutions, PA Page I 80 IN Land Use ITE LUC Bell- mar Total Size Units Employw ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Dwelling Units 11590 11590 DUs 1590 Multi -Family Dwelling Units 11160 11160 DUs 1160 Retail 820 - Shopping Center 85,000 85,000 SF 3 255 Civic/Institutional 750 - Office Park 27,500 27,500 SF 4 110 Total 1590 1160 0 255 110 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 N --I rD C7 n O n n n O ml Ln r—r 7 Tq O r h O Ln NOW TAZ15 TAZ 10 CC COUNTY NAME ZONE ST CNTY SFDU SF PCT VAC SF PCT VNP SF POP SF POP DU SF 0 AUTO SF 1 AUTO SF 2 AUTO MF DU MF PCT VAC MF PCT VNP MF POP MF POP DU MF 0 AUTO MF 1 AUTO MF 2 AUTO 2045 2248 1648 8 COLLIER 2248 12021 1850 7 11 3701 2 0 0 100 750 8 12 1455 1.94 0 0 100 2045 2870 2236 8 COLLIER 2870 12021 750 7 11 1501 2 0 0 100 500 8 12 970 1.94 0 0 100 2045 2946 2238 8 COLLIER 2946 12021 843 7 11 1687 2 0 100 0 532 8 12 1033 1.94 0 50 50 Source AVERAGE 7 11 2 0 33 67 8 12 1.94 0 17 83 New 2322 1722 8 COLLIER 2322 12021 1590 7 11 3180 2 0 33 67 1160 8 12 2250 1.94 0 778u3 v CD 00 N !7 TAZ 15 RESD HHLD RESD POP POP P HHLD HH IN- COME HH INC INDEX HHLD SIZE WRKR P HHLD WORK- ERS IND EMP COMM EMP SERV EMP TOT EMP HM DU HM OCC HM POP SCHOOL UNI VERS- ER ITY SHORT PARK LONG PARK NOTES 2045 2248 2600 5156 1.98 47014 760 1,73 0,85 2210 0 102 195 297 0 0 0 0 0 0 0 0 2045 2870 1250 2471 1.98 47014 760 1.73 0,85 1063 0 118 227 345 0 0 0 0 0 0 0 0 2045 2946 1375 2720 1.98 47014 760 1.73 0.85 1169 0 76 146 222 0 0 0 0 0 0 0 Source AVERAGE 47014 760 1073 0.85 New 2322 2750 5430 1497 47014 760 1073 0,85 2338 0 255 110 365 0 0 0 0 0 0 0 0 Brightshore Village —SRA — TIS Section 1— Road Segment Analysis —June 2022 Rivergrass I�". �1L��iG11i :�LLOn`ABLE DEN 5IT1' :�YD Il\TENSITI The nlaxuuum total number of dwelling units in the `Tillage shall not exceed 2,500 dwelling twits. The nummu m number of multi -family dwelling units shall be 250 dwelling units. Multifamily dwelling twits may be located within both the Village Center and the Neighborhood General Context Zones. The minimum required amount ofneighborhood commercial development within the Village Center is 62,500 square feet and the maximum shall not exceed 50,000 square feet. A miniinrun of 25,000 square feet of civic, governmental and institutional uses is required. Ri4�ergrass Village SRA Dorunient [SRA PL01900000�] �'. CONTEIT ZONES Page 4 of 15 The �gllage cont�uins ri��o distinct Context Zones: Neighborhood General and trillage Center. a.l Nei�barhood General Contest Zane The Neigi-%borhood General Context Zone inchides approximately 97Q.18� acres ofland, including one 156.66 acre 1 Fi--hole golf course located on the portion of the Village south of Oil [Tell Road. 5.1.1 Allowable Uses and Sh-uuctures S.l.l..rl►. Permitted uses and 441vctuu•es2: 1 } Singe Family durelling units. 2} Multi -family dwelling uaits. 3) Semont'Group Housing_ including but not limited to Adult Living Facilities (ALF) and Continuing Care Retirement Communities (CCRC), subject to Florida statutes and the applicable provisions of LDC Section 5.05.04 - Group Housing. 4} One 18-hole Golf Course 5} Utility pump.+tank station for waterrseiNw, subject to the applicable standards set forth in Section 5.05.12 of the LDC. Trebilcock Consulting Solutions, PA Page � 84 Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June zuzz Rivergrass Rrvergrass village �[ewardship ReceivingArea — 7t5—Augus[ 2ai9 Table 1A 1,414 d�vefling units dwellittig unfits z5,i300 square feet 80,OOC% square feet Note: dad Multi -family inc6udes attached villas, apa:rtntents, townhomes and coradaminiums for traffic analysis. Golf course serrves Rivergrass residents and public_ Far the purposes of this report, the future planning horizon year is assumed 2Q30. Traffic generation associated with the proposed development is evaluated generally based on Institute oI Transportation Engineers (ITE) Trip Generation Manual, 10u' Edition and ITE Trip Generation Handbook, 3`0 Edition_ In agreement with ITE Land Use Code (LUC) descriptions, the ITE land use designations are illustrated in Table 1B. The proposed development parameters illustrated in Table 16 are intended to provide the highest and best use trip generation scenario with respect to the project's proposed development parameters. Traffic associated with the golf course land use is disregarded for traffic generation purposes. In order to provide more flexibility, the development will have the ability to adjust proposed parameters and allow the golf course use by converting residential units or commercial square footage, as applicable. Table 1B ITE -Development lend Use Designation 21C - S,ingle Fami��Detached - [N,fAj 1,414 dwelling units 220—Multifamily3�ousir�.gf,Low-Rise;—Q�TJ�rA] 1,0.8Edtive@@ingunits 750 — Office Park — [AM SRA permitted uses 25,000 square feet pical for.governmental and instiitutional uses] 8201—Shopping Center— [All SRA permitted uses typical for shopplinb center uses] 801{]O0 square feet Note(s�: �1j to a Ilow for attached villas, apartments, tavunhomes and condominiums. The project proposes 2 access connections along the north side; and 2 access connections on the south side of Oil Well Road along the project frontage. Future access along proposed Big Cypress Parkway will occur as well as depicted on the project site plan_ A detailed evaluation of applicable access points will be performed at the time of site development permitting(platting to determine traffic operational requirements, as more accurate parameters will be made available. The accesses are depicted on the project site plan (Appendix A). Trebilcock Consulting solutions, PA Page ] 5 Trebilcock Consulting Solutions, PA Page � 85 m n 0 n 77 n 0 0 Ln c r+ 00 0 c 0 Ln Land Use ITE LUC #2515 River- grass North #2870 River- grass South Total Size Units Employ ees per KSF SF MF Indust- rial Employ ees Com- mercial Employ ees Service Employ ees Student s Single Family Dwelling Units 707 707 11414 DUs 1414 8 v G� [D H TAZ 15 TAZ 10 CC COUNTY NAME ZONE ST CNTY SFDU SF PCT VAC SF PCT VNP SF POP SF POP DU SF 0 AUTO SF 1 AUTO SF 2 AUTO MF DU MF PCT VAC MF PCT VNP MF POP MF POP DU MF 0 AUTO MF 1 AUTO MF 2 AUTO 2045 2248 1648 8 COLLIER 2248 12021 1850 7 11 3701 2 0 0 100 750 8 12 1455 1,94 0 0 100 2045 2870 2236 8 COLLIER 2870 12021 750 7 11 1501 2 0 0 100 500 8 12 970 1,94 0 0 100 v aca 00 (D 2045 2946 2238 8 COLLIER 2946 12021 843 7 11 1687 2 0 100 0 532 8 12 1033 1.94 0 50 50 ro Ln Cq O rr s D N N CJl 1-� V7 TAZ 15 RESD HHLD RESD POP POP P HHLD HH IN- COME HH INC INDEX HHLD SIZE WRKR P HHLD WORK- ERS IND EMP COMM EMP SERV EMP TOT EMP HM DU HM OCC HM POP SCHOOL UNI- VERERS- ITY SHORT PARK LONG PARK NOTES 2045 2248 2600 5156 1.98 47014 760 1.73 0.85 2210 0 102 195 297 0 0 0 0 0 0 0 0 2045 2870 1250 2471 1.98 47014 760 1.73 0.85 1063 0 118 227 345 0 0 0 0 0 0 0 0 2045 2946 1375 2720 1998 47014 760 1.73 0.85 1169 0 76 146 222 0 0 0 0 0 0 0 Source 47014 760 1.73 0.85 v rD 00 00 (D Orq S to Z O rr D N N IN" V 8 TAZ 15 TAZ 10 CC COUNTY NAME ZONE ST CNTY SFDU SF PCT VAC SF PCT VNP SF POP SF POP DU SF 0 AUTO SF 1 AUTO SF 2 AUTO MF DU MF PCT VAC MF PCT VNP MF POP MF POP DU MF 0 AUTO MF 1 AUTO MF 2 AUTO 2045 2248 1648 8 COLLIER 2248 12021 1850 7 11 3701 2 0 0 100 750 8 12 1455 1.94 0 0 100 G O O N � fD 0� N rot --I D 00 V O TAZ 15 RESD HHLD RESD POP POP P HHLD HH IN- COME HH INC INDEX HHLD SIZE WRKR HHLD WORK- ERS IND EMP COMM EMP SERV EMP TOT EMP HM DU HM OCC HM POP SCHOOL UNI- ER - ITY SHORT PARK LONG PARK NOTES 2045 2248 2600 5156 1,98 47014 760 1,73 0.85 2210 0 102 195 F29 0 0 0 0 0 0 0 0 0 G � cv LQ Oq -s v 00 cn O s D N N V O c ti 0 ti ti Brightshore Viiiage — SRA — H.) Section 1— Road Segment Anaiysis —June 2022 BCHD-1 9.A.5.a GEOCRPffiC' LOCATION: The subject PUD, consisting of 19.13±acres, is located approxin��tely one-half nine north of Randall Boulevard on the west side of Immokalee Road in Section 22, Tox%mship 48 South, Range 27 East, Collier County, Florida_ (See the Location Map on page 2 of this Staff Report.) PITRPOSE�I?ESC'RIPTIO�T OF PROJECT: The peti#loner proposes to rezone 19.13± acres from Estates (E) to a Co�ner+cial Planned Unit Development ('PLTD). The CPUD will up to 200,000 square feet of commercial land uses inchiding all permitted uses and conditional uses in the C-3 Zoning District and limited C4 uses. The C-4 uses a include motor freight transportation and warehousing (mini -and self=storage warehousing only), car U washes. medical and dental laboratories, and niuussing and professional care facilities. See Attachment o P vposed PUD Qidinance. This is a companion item to GNIPAPL20160000221, Estates Subdistrict GIVENk The Master Plan, located on the prarious page of this Staff Report, depicts the area of proposed o commercial development, vehicular circulation, preserve and water management areas. The Master � Plan also shows that 12.51± acres will be commercial area, 2.85± acres will be presence, 2.3± acres o vkrill be water management,1.35± acres will be buffers, and .12± acres mill be R.O.W. dedication area. a ?� ramimum of 30% open space drill be provided. To the north of the subject PUD is undeveloped . Estates. to the east of the PUD is Immokalee Road and then Orange Tree. NIPUD. partially developed t%rith single-family residences. To the west of the subject PUD, is the Estates, which is mostlyY developed with single -fancily residences along the western property line of BCHD I CPUD. ' vehicle *destrian interconnections are shown on the Master Plan with the proposed Randal Curve N vfted use Planned Unit Development (NIPUD) to the south and the Estates to the north. The proposed PUD boundary setbacks are 25 feet from Imtnakalee Road, 30 feet front the northern = Estates boundary, 50 feet from the urestern Estates boundary and 25 feet from the southern proposed m Randall Cunre PUD boundary. The petitioner proposes a mwo num zoned height of 45 feet and an actual building height of 55 feet. There is a proposed 20-foot wide Type D Landscape Buffer (trees 25 feet on center and a 2-foot tall hedge) along Immokalee Road and 41 Street N.E. A 15400t wide Type B Landscape Buffer (trees 25 feet on center and a 6-foot high hedge, fence or wall) is proposed along the Estates zoned properties There are two proposed deviations related to directory signs and street width. For fiuther information, please see the Deviation Section of this Staff Report located on page 17. a SLTRROLfiTDIhTG LAND LTSE AND ZON1tiTG: North. Undeveloped land with a zoning designation of Estates (E) East: Lnmakalee Road, asix-lane arterial raad�tiay and then deti�eloped and undeveloped single- fanciiy residential uric a designation of Orange Tree PUD MPUD :PLfDR-PL20200000546, BGHD I CPUD March 312021 Packet Pg. 2049 Trebilcock Consulting Solutions, PA Page 191 Brightshore Village —,MA — U) Section 1 — Road Segment Analysis — June zUzz BCHD-1 RCND-1 (f.Aa fmrnokalee Rcad — ES:a:25 Corn.m�.rc�r Su•bd� �[tS[ti — CFU£�r�Gh}?�—TfS—Innerary 2021 The project provides a highest and best use scenario .a•ith respect to the project's proposed trip generation. The development program is illustrated in Table 1. Scenario 2 Table 1 At Build Development Program out Conditions 1�9edical -Dental C%ffice Building B•asEd on the project location relative to tm�r�cakalee Road (.refer to Appendix A), connection to subject pI ect is expected to consist of a full movement access drive onto Immokalee Road (CR 846) at its intersection with Orange Tree Boulevard, which is currently a signalized intersection. A methodology meeting held ith 'the Collier �Counfiyr Transportation Planning staff on October 1S; 202Q via email (as referenced in Appendix B: g C_hecklist). 7'Iilp �iE'11�Y'[rl�li3ll The prcaject's site trip generation is based on the ins'tirtute of Transportation Engineers (ITf) Trio :generation hdlanF:ral. 1r��' Edition.. The soft.ware program iQTI� — Dnline Traffic Impact Study Soft►+.'are (mast current version) is used to create the rawunadjusted trip generation for the project_ The 1TE equations are used for the trip generation calculations. Detailed calculations can toe found in Appendix Cs Trip Generation Calculations ITE 10 " Edition. The internel capture accounts for a reduction in external traffic because of the interaction befi.+;ear° tl-�e multiple land uses in a site. The ITE guidelines provide internal capture provisions for retail and office uses interactions. Per Collier County Traffic Impact Study (T'IS) Guidelines and Procedures, the internal capture trips should be reasonable and should not exceed 20% of the total project trips. Projected internal capture traffic reduction for the Scenario 2 development is calculated as 7.3%ofthe unadjusted RJvt peak hour traffic_ Ccansistent with ITE guidelines and Eo,llier � unty Traffic lrnpact Study (TlS) Guidelines and Procedures, the internal •capture trips are not ce�nsidered fGr Scenario 1 development. The pass -by trips account for traffic that is already on the external rroadwaynefi�uork and steps at the project on the way to a prirr,ary trip destinatican_ It should be noted #hat the driveway volumes are not reduced as a result %J the pass reduction, only the traffic added tc the surrounding streets and intersections_ As such, pass -by trips are not deducted for operational -access analysis (all external traffic is accounted far). Trebilcact� Consurting 541ution�, P:�• ra g � 15 Trebilcock Consulting Solutions, PA Page � 92 n O n 77 n 0 N c 0U N O C rt 0 N V VEHICUTARlPEDESTRIAN a E,ESTATES INTERCONNECT PROJECT BOUNDARY--, UNDEVELOPED 0 15'WIDETYPETYLANDSCAPE BUFFER c -- MINIMUM frFOOT WIDE•-•• ' � - LANDSCAPE BUFFER - "" - w I 15'WIDETYPE'B' r Rr=SERVt^6N4 o LANDSCAPE BUFFER + `: I I r . ' . "(SEE'NOTE. 4 o E, ESTATES C - v RRESERVE• RESIDENTIAL D I f fiP - - 4 "^ 20' WIDE TYPE'D' C LANDSCAPE BUFFER�i�' .� rf � rl 20'WIDETYPE— 77 j © TEAR M?IAU`EMEI %� /� ? :,n ,c:.r:.r ► ' BUFFER MINIMUM &FOOT >. 16 WIDE TYPE'B' LANDSCAPE BUFFER ( WIDE LANDSCAPE BUFFER RESERVATION A 6' U.E. AND D.E. O.R. 97, PAGE 493 �� (SEE NOTE #2) = I (TO BE VACATED OR MODIFIED) cn I ! \ E, ESTATES m RESIDENTIAL � s Z ' m PROJECT BOUNDARY ( 20' WIDE TYPE- j VEHICULAR/PEDESTRIAN— 'D' LANDSCAPE i 15' WIDE TYPE — INTERCONNECT i BUFFER 'B' LANDSCAPE f BUFFER _ LEGEND \BUFFER PER LDCATTIME OF SDP` E, ESTATES DEVIATION UNDEVELOPED (PROPOSED MPUD PL20190002356) C COMMERCIAL C � 0. QapMbv W iYoe•u•. PA GraclylViinor 3�,pb� rWrWA H 24 CIA Enonean Land Suwcgora Plannera Landscape ArdllWU s.n uwa. ra uaar iaan Hnum ca neasct rmm Lr7an+nan< hd RmUSplw 2tm9 A144 W"*cnbutasp.o#s Fa4Mym 239Wa.4.'Z66 r+ 15' F.P.L. EASEMENT O.R. BOOK 3945. PAGE 1444 AND O.R. BOOK 3824, PAGE 2314 ORANGETREE BLVD. ACHD I CPUD EXHIr31T C tv1ASTER PLARI PEv�sEO: 2aS2o2� 15' F.P.L. EASEMENT O.R. BOOK 3824, PAGE 2314 AND O.R. BOOK 3893. PAGE 273 e ?�;r sou• SCALE: 1" = 200' KMEN PLOITEL {� q.5' X I t Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 Randall Curve DocuSign FsvelopelD:71C98826-5D7A-44BF-BC535A4788589478 Methodology On April 17, 2020, a Traffic Impact Statement (TIS) Methodology Report was submitted to the office of Collier County Transportation Planning Department. The $500.00 methodology meeting fee will be paid at the time of submitting the zoning application. A copy of the approved TIS methodology has been provided in the appendix (refer to pages Ml thru MI I). Scope of Project Randall Curve MPUD is a proposed multi -use project that will consist of 400 multi- family dwelling units and/or trips equivalent single-family units and 150,000 square feet of commercial/retail. The Developer has the option of converting single-family units to multi -family units, but the total trips PM peak hour two-way residential land use trips cannot exceed 203 vph. The site is located on the northwest corner of 4`t' Street N.E. and Immokalee Road within Collier County, Florida. Randall Curve MPUD proposes to construct two (2) points of access on Immokalee Road. The design and type of the accesses on Immokalee Road will be established at the time of Plat or SDP approval. The project will also construct a vehicular interconnection to the undeveloped property that is contiguous to the north. The interconnection will be extended to be create a shared full access to Immokalee Road via the signalized intersection of Immokalee Road and Orange Tree Boulevard. For additional site details, refer to the MCP prepared by Grady Minor. Table B Pro osed Land Uses Proposed Land Uses Units/Size Multi -Family** 400 d.u.'s (Potential Conversion to Single Family) Commercial/ Retail 150,000 s.f. ** The Developer has the option of converting multi -family units to single-family units to multi -family units, but the total trips PM peak hour two-way residential land use trips cannot exceed 203 vph. Trebilcock Consulting Solutions, PA Page � 94 Brightshore Village — SRA — TIS Section 1 — Road Segment Anolysis —June zuzz Randall Curve DocuSign Envelope ID: 71C98826-5D7A-44BF-BC53-5A478858947B Trebilcock Consulting Solutions, PA Page � 95 Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June zuzz Randall Curve DocuSign Envelope ID:71C9B826-5D7A-44BF-BC53-5A478858947B � t ZONED:E,ESTATES POTENTIAL I I ZONED: E,ESTATES USE:UNDEVELOPED INTERCONh I USE: UNDEVELOPED RESIDENTIAL RESIDENTIAL (PROPOSED CPUD, PL20200000546) I ZONED:E,ESTATES USE: RESIDENTIAL I ZPNED:ORANGETREE PUD �dSE: UNDEVELOPED I COMMERCIAL 20' WIDE TYPE 20• WIDE TYPE i ` i � /� / LEGEND % 'D' LANDSCAPE I / � 20' WIDE TYPE ° BUFFER SCAPE ® RESIDE%iIWIN s 11 C COMMERCIAL x I I ZONED: E, ESTATES i / O� USE:UNDEVELOPED ti RESIDENTIAL I i / ZONED:ORANGETREE PUD USE: COMMERCIAL � SCALE: 1" = 300' WNFN M[flTFO ®9.5•X it• o. r..:.ar 1n„ofn.a i.>«i°if,. PA- RANDALL CURVE MPUD 1'�2C • 0.� F aGradyMinor an99,19 a<1 " a+1ai EXHIBIT C l Ea�acels Land MASTER PLAN CiviStaveyols Plnnnels Landscape rlrchttecty rae w,,,,E; cen aAma.mm931si fat °l hO0. w99csis, &aYernr I.0 4NMb9299 ,e Doer c-r,-o h9alta Sprlw! 239.947.1144 w irn. Grady Moat, rem eon nlym: 239.n9o.4380 REVISED: OCTOBER 13, 2020 011MT t o7 2 Trebilcock Consulting Solutions, PA Page � 96 0 n 0 c rt =' oa V) 0 c 0 Z3 Ln N am fD Mmi Land Use Randall Curve BCHD4 Total Size Units Employ- ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Inge Family Dwelling Units 65 65 DUs 65 8 N N W n v N v v n 00 cc rn O n n O c V) 0 c 0 O Ln V Year TAZ 15 TAZ 10 CC COUNTY NAME ZONE ST CND SFDU SF PCT SF PCT SF POP SF POP SF 0 AUTO SF 1 AUTO SF 2 AUTO MF DU MF PCT MF PCT VNP MF POP MF POP MF 0 AUTO MF 1 AUTO MF 2 AUTO 2 W W nCL vLl N Q. n CD D N N to rn 0 c� ry 0 ti -1 CD s F 0 C) n 0 00 0 c rr 0 Ln V 13 03 Year TAZ 15 RESD HHLD RESD POP POP P HHLD HH IN- COME HH INC INDEX HHLD SIZE WRKR HHLD WORK- ERS IND EMP COMM EMP SERV EMP TOT EMP HM DU HM OCC HM POP SCHOOL UNI- VERERS- ITY SHORT PARK LONG PARK 2045 2248 2600 5156 1098 47014 760 1073 0.85 2210 0 102 195 297 0 0 0 0 0 0 0 2045 2870 1250 2471 1098 47014 760 133 0685 1063 0 118 227 345 0 0 0 0 0 0 0 f7 C r� D N N 00 l� Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 . 1L��1iLn1I ?�LLO�':�BLE TI'PE, 11L��I1ii?li AND NEIGHBORHOOD GOO] GO«RINNIENTAL XND N Hyde Park TAZ 2948 DENSTTI', DII�ii L'1lCnli REQL�IItED D�ELLING biL1 B� IAIE\ nTI%I REQL IRED SQUARE FOOTAGE OF )S ArTD SERAZCES, AI\D A LNJUVILIT STTIL?TION.AL SQUARE FOOTAGE CIVIC, 1. I�i�.�:iniutu total numiber of duielling units in the pillage shall not exceed 1,800 dwelling units. 2. Maximum number of single family dwelling units' shall not exceed 1,500. . Minimum number of multi-hmily dwelling twits' shall be 300 tutus, of i%luch a Minimum of 180 units shall be located in the Village Center. _ Maximum number of multifamily dwelling units' shall be 1,000 �. I laximum and nil iinuun amount of commercial development (Neighborhood Goods and Seances) is 45,000 square feet. 6_ Minimum required civics governmental and intuitional square footage is 18,000 square feet. �°. C'ONTE�'T ZONES 'The yiil<�ge eontaims four distinct Context lanes: pillage Center, Neighborhood General, Neighborhood Edge, and grillage Amenity and Wellness Center. 5.1 Neighborhood General Contest Zoae The Neighborhood Gleneral Cante�•t Zone. includes approximtately Lb_ 10±acres of land. 5.1.1 AIlawabie IIses aad .Structures Permitted Lases and Sttvcttu•es: 1) Single-Farml�� duelling units_ 2) Mutt' -family duelling units_ 3) Neighborhood recreation areas, limited to a mwximtwi of 0.5 acres and a maximum of 10,000 s.f. of building area, and passive parks, limited to landscaped or natural areas and may include hardscape pathways or seating areas, benches, shade structures such as gazebos or pavilions, docks or piers. 5.1.1. B. Accessot•v L?ses and Shvctures: 1) T�rpical accessory uses and structures incidea#al to residential de��elopaneat iacludimg u�.11s, fences, gazebos, s�,inian;ng pools, screen enclosures, utilit�lr buildings, chickee huts, air conditioning units, satellite antennas, and similar uses and structures. ?} Model homes, sales centers, and temporary uses are permitted throughout Neighborhood General in accordance urith IDC Section 5.04.00. 1 J4.4 411 III K'•I. � � 1 J " 1. J � 4 111' � • J..I I . \II . 4111 . .1.1 r it J \ 11. 41 I1.. � 1■ '�1 IYII 1 1 ' .' 1 .I �I- �'K' 1'• 11 h: Ylil, 111 \I Irj :I.. 111� .1.4' .II K 11.- I . I�' - 1.- 11 -L 1 1 ;:1 r: .-. YIYJ- �K.1111 . 0:1.1'.I :I.. Page 5 of 18 (145-2020) Trebilcock Consulting Solutions, PA Page �100 Brightshore Village — SRA — TI ) Section 1 — Road Segment Anolysls —June zuzz Hyde Park TAZ 2948 Methodology On May 21, 2018, a methodology meeting was conducted with Mr. Michael Sawyer of Collier County's Traffic Operations and Transportation Planning Department. The results of that meeting are provided in the attached Traffic Impact Statement Methodology Report, dated May 25, 2018 (refer to Appendix A - pages M 1 thru M 12). A fol low -up mcthodology review was performed by staff and those comments/responses are also included as pages MA I thru MA5. Note, the Tragic Impact Statement ►vas revised based upon the recent adoption of Collier County's 2019AUIR, and the project's anticipated btuld-out has been extended from the year 2028 to the year 2030. Scope of Project Hyde Park is a proposed multi -use project that will consist of 1,500 single-family and 300 multi -family dwelling units, 45,000 square feet of neighborhood commercialfretail and 18,000 square feet of governmental/institutional land uses. The Developer has the option of converting single-family units to multi -family units at a ratio of 1:1, but no more than 1,800 total units can be constructed, The maximum number of single-family that can be converted to multi -family will be 700 dwelling units. The site is located on the north side of the intersection of Desoto Boulevard & Oil Well Road, within Collier County, Florida. Access to the site will provided via two (2) access points on Oil Well Road. The western access will be a directional left -in median opening and the eastern access wit l be aligned with the intersection of Desoto Boulevard & Oil Well Road. For additional site details, refer to the MCP prepared by Hole Montes & Associates. I'A�hle (� I'r�►poscd [:and Uses L�xnd >(lssbs Singlr-I�timily it* i1�1 ulti- i' ami Iti * Comsnercialf Retail Crc�vernmrrlt�l,'I rlstiilational tJnitalSiyx 1.SOQ a.u.'s 30U d.u.'s 45,000 s.t'. *'� The ieveloper has the option of converting single-family units to multi -family units at a ratio of l:l, but no more than 1,800 total units can be constructed. The maximum number of single-family that can be converted to multi -family will be 700 dwelling units. 5 Trebilcocl< Consulting Solutions, PA Page � 101 a- O n 77 n O O G 0 c rt O Ln V ti N 0 N Total Employm ees per Indust- rial Employ- Com- mercial Employ- Service Employ- Q. CD C- 0 n 0 D C r+ 00 cn 0 0 V CL Year TAZ 15 TAZ 10 CC COUNTY NAME ZONE ST CNTY SFDU SF PCT VAC SF PCT VNP SF POP SF POP DU SF 0 AUTO SF 1 AUTO SF 2 AUTO MF DU MF PCT VAC MF PCT VNP MF POP MF POP DU MF 0 AUTO MF 1 AUTO MF 2 AUTO 2045 2615 1974 8 COLLIER 2615 12021 1054 7 11 2907 2076 0 40 60 0 16 38 0 1 0 2 98 2045 2616 1975 8 COLLIER 2616 12021 1820 12 16 5019 2076 5 33 62 0 13 16 0 1 8 8 84 2045 2516 1918 8 COLLIER 2516 12021 1916 20 21 4417 2.31 0 0 100 450 8 12 852 1.89 0 0 100 Source AVERAGE 13 16 2.61 2 24 74 12 22 133 3 94 N 2 rn a� D N CD .P 00 s 0 n 0 c D ov Ln 0 c h 0 Z3 Ln V rD 0 CL IN Year TAZ 15 RESD HHLD RESD POP POP P HHLD HH IN- COME HH INC INDEX HHLD SIZE WRKR HHLD WORK- ERS IND EMP COMM EMP SERV EMP TOT EMP HM DU HM OCC HM POP SCHOOL UNI ER - ITY SHORT PARK LONG PARK 2045 2615 1054 2907 2.76 91148 1473 2.89 1.32 1391 2 153 1120 1275 0 0 0 3786 0 0 0 2045 2616 1820 5019 2.76 30898 499 2.89 1.32 2402 0 239 547 786 0 0 0 0 0 0 0 2045 2516 2366 5269 2023 60388 976 2.89 1932 3123 124 169 330 623 0 0 0 0 0 0 0 Source AVERAGE 60811 983 2089 1.32 New 2948 1800 4304 2039 60811 983 2.89 1.32 2376 0 135 72 207 0 0 0 0 0 0 0 Other 2045 2516 2366 5269 2.23 60388 976 2089 1.32 3123 124 169 330 623 0 0 0 0 0 0 0 2045 2015 2516 364 952 2.62 60388 976 2.89 1.32 480 6 1 14 21 0 0 0 0 0 0 0 0 77 n 0 N c as 0 rt 0 N Land Use INSingle NJ TAZ 2516 Units Employ- ees per KSF SF MF Indust- rial Employ- ees com- mercial Employ- ees Service Employ - ees Students Family Dwelling Units 416 DUs 416 Multi-Family Dwelling Units 150 DUs 150 Retail 11,333 SF 3 34 Office 64,500 SF 4 258 Industrial 621000 SF 2 124 Total 416 150 124 34 258 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 y V 0 Year TAZ 15 TAZ 10 CC COUNTY NAME ZONE ST CNTY SFDU SF PCT VAC SF PCT VNP SF POP SF POP DU SF 0 AUTO SF 1 AUTO SF 2 AUTO MF DU MF PCT VAC MF PCT VNP MF POP MF POP DU MF 0 AUTO MF 1 AUTO MF 2 AUTO 2045 2516 1918 8 COLLIER 2516 12021 1916 20 21 4417 2431 0 0 100 450 8 12 852 1089 0 0 100 Source D N --I N (J7 F-� Q1 .I CD .- 0 n n 0 Ln c r+ Ln aq 0 c rr O� Ln v D Year TAZ 15 RESD HHLD RESD POP POP P HHLD HH IN- COME HH INC INDEX HHLD SIZE WRKR HHLD WORK- ERS IND EMP COMM EMP SERV EMP TOT EMP HM DU HM OCC HM POP SCHOOL UNI- VERERS- ITY SHORT PARK LONG PARK 2045 2516 2366 5269 2023 60388 976 2.89 1.32 3123 124 169 330 623 0 0 0 0 0 0 0 Source AVERAGE 60388 976 2089 1.32 New 2516 566 1245 2.2 60388 976 2089 1.32 747 124 34 258 416 0 0 0 0 0 0 0 Other 2045 2516 2366 5269 2.23 60388 976 2089 1.32 3123 124 169 330 623 0 0 0 0 0 0 0 2045 2015 2516 364 952 2.62 60388 976 2.89 1.32 480 6 1 14 21 0 0 0 0 0 0 0 Brightshore Village — SRA — TIS Section 1— Road Segment Analysis —June 2022 A��endix E: Collier County 2021 AUIR Attachment F -Roadway Segments Trebilcock Consulting Solutions, PA Page � 108 M CD s F7 0 n 0 n Ln c 0 Ln 0 Ln v N 0 DO Ln ID# Road# Link From To Exist Road Min Std Peak Dir Peak Hour 1 Peak Dir Service Volume 2021 Peak Hour Peak Dir Volume Total Trip Bank 2021 Counts + Trip Bank Volume 2021 Counts + Trip Bank Remaining Capacity 2021 Counts + Trip Bank V/C 2021 w/TB L O S Traffic Counts Year Expected Deficient Trip Bank Year Expected Deficient 30.1 CR951 Collier Boulevard Immokalee Road Vanderbilt Beach Road 6D E N 31000 11830 615 2445 555 81.5% D 2030 43.1 CR846 Immokalee Road 1-75 Logan Boulevard 6D/8D E E 31500 21320 535 2855 645 81.6% D 43.2 CR846 Immokalee Road Logan Boulevard Collier Boulevard 6D E E 31200 21280 919 3199 1 100.0% E 2022 44.0 CR846 Immokalee Road Collier Boulevard Wilson Boulevard 6D E E 31300 21710 993 3703 (403) 112.2% F Existing 45.0 CR846 Immokalee Road Wilson Boulevard Oil Well Road 6D E E 31300 2,200 498 2698 602 81.8% D 46.0 CR846 Immokalee Road Oil Well Road SR 29 2U D E 900 510 219 729 171 81.0% D 2031 50.0 Logan Boulevard Immokalee Road Vanderbilt Beach Road 2U D N 11000 650 34 684 316 68.4% C 58.0 59.0 N. 1st Street New Market Road New Market Road Broward Street SR-29 (Main Street) SR 29 2U 2U D D N E 900 900 620 610 24 28 644 638 256 262 71.6% 70.9% C C 61.0 Camp Keais Oil Well Road Immokalee Road 2U D S 11000 29 2211 501 499 50.1% B 84.0 SR29 SR 29 CR 29A South 9th Street 4D W 11700 610 142 752 948 44.2% B 118.0 Wilson Blvd Immokalee Road Golden Gate Boulevard 2U FD S 900 420 77 497 403 55.2% B 119.0 CR858 Oil Well Road Immokalee Road Everglades Boulevard 4D D E 21000 11070 528 1598 402 79.9% D 120.0 CR858 Oil Well Road Everglades Boulevard Desoto Boulevard 2U D E 11100 430 231 661 439 60.1% C 132.0 Randall Boulevard Immokalee Road Everglades Boulevard 2U D E 900 810 25 835 65 92.8% D 2025 135.0 Everglades Boulevard Golden Gate Boulevard Oil Well Road 2U D N 800 370 147 517 283 64.6% C 136.0 Everglades Boulevard Oil Well Road Immokalee Road 2U D N 800 610 5 615 185 76.9% C 2031 Brightshore Village — SRA — TIS Section 1 — Road Segment Analysis —June 2022 Trebilcock Consulting Solutions, PA Page � 110 V v dq rD 60147 60190 60212 60212 TB D 60245 Attachment D 2022 Year Work Program (Dollars shown in Thousands) Project Nam e FY22 FY23 FY24 FY25 FY26 FY 22-26 FY 21 26 SUMMARY OF PROJECTS Amount Amount Amount Amount Amount Amount Amount Vanderbilt Beach Rd(Collier Blvd-16th 104,500 C 104,500 142,245 Pine Ridge Rd (Livingston to 175) 4,086 DR 25,200 DCM 29,286 31,786 Randall/lmmokalee Road Intersection 3,000 R 4,200 CM 7,200 10945 Airport Rd Vanderbilt Bch Rd to lmmokalee Rd 15,700 CM 15,700 18,863 47th Ave NE Bridge 750 D %300 C 90050 95050 Wilson Blvd South Bridge 450 DR 3,950 C 4,400 4,400 13th St NW Bridge 350 D 31700 C 4,050 40050 62nd Ave NE Bridge 400 DR 3,850 C 4,250 4,250 10th Ave SE Bridge 550 D 51550 C 60100 6,100 Sidewalks 745 D 11251 D/C 41895 C 61891 10,000LQ Veterans Memorial PH 1 - - - 13,152 Veterans Memorial PH 11 4,300 RD 14,831 CM 19,131 19,131 Vanderbilt Beach Rd (US41 to E of Goodlette) 13,500 DC 13$00 14A96 Wilson Benfield Ext (Lord's Way to City Gate N) 12500 RA 500 RA 1,000 RA 11000 RA 1,000 RA 5,000 7,346 Oil Well (Everglades to Oil Well Grade) 500 A 300 A 300 A 300 A 300 A 10700 7,793 Business Center (City Gate) %500 C 99500 20992 Collier Blvd (Green to South of GG Main Canal) 2,000 R 387100 RDC 40,100 40,911 Randall Blvd+Sth to Everglades 3,000 D 3,000 3,254 Belle Meade 30 M 30 54 ti c 0 r� N O Brightshore Village — SRA — TI ) Section 1— Road Segment Anaiysis —June 2u22 Collier County Transportation Element Map TR-3.0 Trebilcock Consulting Solutions, PA Page � 112 n O n 77 n O 7 Lq Z3 FQ Ln O c O Z3 V) V ^ CITY OF; •, BONITA ••SPRINGS INSET t •• CITY OFF 1 t i i IMMOKALEE LEE COUNTY •1, COLLIER COUNTY ■ INSET 3 ■ ■ ■ ■ + ORANGETREE BONITA SPRINGS ;CITY OF I MARCO AND INSET 5 GULF OF lco INSET A INSET2 � ■� HENDRYCOUNTY rCOLLIER COUNTY FDOT DISTRICT ONE -MAP B1 FEDERAL FUNCTIONAL CLASSIFICATION /URBAN BOUNDARIES -COLLIER COUNTY ITEM 4H -Attachment A W E S 0 1 2 4 6 8 Miles LEGEND �— INTERSTATE �OTHER FREEWAYS AND EXPRESSWAYS --- OTHERPRINCIPAL ARTERIAL — MINOR ARTERIAL MAJOR COLLECTOR MINOR COLLECTOR LOCAL Q 2010 SMOOTHED URBANRED BOUNDARY Q 2010 SMOOTHED SMALL URBAN BOUNDARY RECOMM COLLIER FLORIDA ENDED BY: COUNTY MPO -- DATE DEPARTMENT OF TRANSPO APPROV RTATION DATE ED BY: FEDERAL HIGHWAY ADMINISTRATION DATE I FTE 10/31/2013 RECOMM COLLIER FLORIDA ENDED BY: COUNTY MPO -- DATE DEPARTMENT OF TRANSPO APPROV RTATION DATE ED BY: FEDERAL HIGHWAY ADMINISTRATION DATE I FTE 10/31/2013 Brightshore Village —SRA — TI ) Section 1— Road Segment Anolysis —June zuzz Trebilcock Consulting Solutions, PA Page � 114 Table &3. Collier MPO 204�5 LRTP Cost Feasible Plan Projects — FOOT Other Roads Projects and Local Roadway Projects (in millions $) Plan Prrkad 1 rnPr. Plan Pertoa 2: Plan Perbd 3: Plan Period 4: 2021-202S 2026-2030 2031�2035 2036-294S Total Project TIP funding Map Cost 2021-25 ID Faciik Limits from Lh"ILS to Description PDC2019 $ O PREENG EEN ROW CSr PRE-ENG ROW CST PRE4NG NOW CST PRG ROW CST PLAN PERIOD 2 CONSTRUCTION FUN DED PROJECTS 12 Everglades Blvd Vanderbilt Bch Rd Randal[Blvd Widen front 2-lanes 532.80 6i_ --_ L to 4Lanes 23 1-75ISR-93)Interchange Golden Gate Pkwy Interchange $9.59 new) Improvement --.__—_ 25 1= S ISR-93I Immokalee Rd Interchange $959 LQ Improvement {D01 proposed) _ _ _ _ 37 Oil Well Road/CR858 Eveigiades Blvd it Well Grade Rd Widen from24anes $36.78 $1.111 60144 to 6 lanes ___ 57 U541 (5R 90) (Tam iaml GoodlettemFeank Major intersection S13.00 z Trait Rd Improvement 58 US41(SR90)lTarnlaml GreenweyRd LFarmRd Widen from2-lane $31.88 Ln Trait 4 Lanes 66 ImmokaleeRd Livingston Rd Major Intersection $24.50 Improvement rr NJ Got den GatePkwy Livingston Rd Major Intersection $24.50 - `- -- (Intersection)Improvement NJ 111 U541 Immokalee Rd Intersection SI750 innovation n overnents LAN PERIOD 3 CONSIRLXTION FUNDED PROJECTS _ 39 Old U541 U541 Lee/Cottler County Une Widen from2-lanes $2259 to 4-Lanes 42 Randall Blvd BthStNE Everglades Blvd Widen fromZ-Lanes $S157 to 6daxtm 59 U541 CotllerBlvd Major Intersection $17.25 Improvement 60 U541 (SR 90) ITamiaml Immokalee Rd Ord US 41 Surt w Study $17.25 Trait E) Required (Complete Streets Study for TSM&O J Improvements 90 PtneRidge Rd Logan Blvd ollier Blvd Widen from4Lanes $21.72 m 6-Lat+es PRE-ENGlncludesPD&Eand Design �Present Day Cost �Rigttt-of-Way � _Construction YOE Year of£x:endau*e N N to 0 rD O Q r>, o- S O rD I a I y ro O O N I Q 4 Ln fp O �-r `C O O r0 O ry PRE-ENGlncludesPD&Eand Design �Present Day Cost �Rigttt-of-Way � _Construction YOE Year of£x:endau*e N N to 0 rD O Q r>, o- S O rD I a I y ro O O N I Q 4 Ln fp O �-r `C O O r0 O ry rD rs F 0 n 0 Z5 Ln D' rQ 0 c r+ o' 7 V 0 N N rn Table 6-3. Collier MPO 2045 LRTP Cost Feasible Plan Projects — FDOT Other Roads Projects and Local Roadway Projects (cant.) (in 11u loos $) Ln Ll Plan Period 1(T1P): Ptah Period Z: Plan Period 3: Plan Period 4: 2021-2025 2026-2030 2031-2035 2036-2045 Total Project TIP Funding Map Cost 2021-25 ID Fao1 Limits from Limits to Description PDC 2019 $) (YO PREfhiG ROW CST PRE-ENG ROW CST PRE-ENG ROW CST PRE-ENG ROW CST PLAN PERIOD 4 CONSTRUCTION FUNDED PROJECTS 11 Everglades Blvd Randall Blvd South o(GII Well Rd Widen from2-Lanes S36.42 ; t to 4-Luis _ 22 1 75 (5R-93t Interchange Vicinity of New Interchange $42.26 newi Ever glades Blvd 31 lnunokalee Rd (CR 946) SR 29 rpark Blvd Widen from 2-Lanes $3AO to 4 Lanes 36 Logan Blvd Pine Ridge Rd anderbiltBeachRd Wfdenfrom 2-Lanes 522*23 t to 4-lanes 63 WestcloxStreet ExL Little Lea ueRd estof Carson Rd New2AAne Road S3.01 65 Wllson Blvd Kea neAve den Gate Blvd New2-lane Road (EKpandable to 4- $36.15 ° Lanes) ` .,' 97 1mmokaleeRd (Intersection) Logan Blvd Major lntersectlon Improvement $1150 99 Vanderbilt Beach Rd Logan Blvd Minor Irttersection $11.50 Intersection I avement 101 Pine Ridge Rd Goodlette-FrarA Minor Intersection $5.75 Rd Improvement C1 Come for Roadway from Golden Gate Blvd Vanderbilt Beach Rd 4-Lane Connector S17S7 1 75 Interchange (Newt Roadway Irom New Interchange (Specific Location TBD During IntarchangePD&E C2 Connector Roadway from 1-751SR-931 den Gate Blvd 4-LaneConnector SS059 175 Interchange (New) Roadway from New Interchange (SpeciTic Location TBD During tnterchangePD&E Stud) PRE-ENG includes PD&E and Design � Present Day Cost � Right -of -Way �Construdion YOE Year of Expenditure Brightshore Village — MA — TlS Section 1— Road Segment Analysis — June zuzz Collier County 2021 AUIIZ Attachment H Trebilcock Consulting Solutions, PA Page � 117 V i (D F-' CO =C aE Underwaf IF1^-Clel Purge ^..tate =6n2nQ Ytar Er,.r�7 .Gs Oe'cett 1 No�7C1.1 Year Efltr-c_-] Dtfcen12022 Crned>xf to U a tl C3T F72.023 rrakaet Ra at Llrnp:Cn RC Mali r(d:edlon ImtlraYemert Denys: FY2026 1.76 a Pre Rave Rcad Mycr anerCcn :nyID.YY. CBT. FY2021 Nobfwe:t TCMA 'RI]M a Y.ann RON'.'DGI¢n: FY 2029 wnstrjaan: = 7172; Year Efbedea Dtrnclmt 2026 West a/1-:6 m NW 7CM.A Pruue Deviled Dyeratlynal Ara %: u' Gallen Gate Ptwy a L•tin¢stn R] a.aGr lmre nIMPMVEmMt DUCE) FY2026 4E(r,wt:t rCMA rLr-at L`Kafta Ea:[ Cent -a rCM.'� CanyC.Wn Carraor 3a eamalne, Car FY 2T3 A Veteran: Menonal Bna New Ure RFad.a% to Rel¢Ye Mmckalee Rd ConQGaan Prune I Car FY =1 Pnaae 11 C3T FY 2323 6EACH RD % DC.lyn: FY27123 AQv.CT FY2026 Yex EnpteleC OMcer.. 2C23 3.t CMtral TCM.A Pruue JtL1!le] OFeratlanal.V•syalE n Ylanan2tl r sfcron ImFraYemer_; an.ay a ROW =Y2Cr 9 Carshf dron: 2!!" Ywr EtY-dea CeMlent 2026 Puree Deb:le] Operaaanal Nla/:� Legend �Capacly Entlancemer:t Project Existing Cefciency Projected Deficiency <5 Years Projected De icc. 5 to t0 Yeas TCIAAITCEA Ea: ^dart' Yw EaFedtd OMCerr, 273C ATTACHMENT N-1 IMMOKALEE RD E vex Extedl!a DenclMt 7D2? ImmOtate R] tc 9r�e at SRtf Ate. NE OI Y/H1 Road Comrue m Mankx Go xn Gate Bl.d DGIyn a LCM2atlan: FY2. 23 AGcCom`tructlaf: Orgn: FY2f Car:7uamn: FYZ326 Yea EDeckd _C2o-=fit Detcfaft 2031 C :T. Fy:=dl 6rlye at 62FA Ave NE t.o0an Bhd N. Year Eg1emd Dean: FY2D23 O iCemytYd'; ImmaKalet,eal De.clent 2031 Cart=ctbn: FY2IL`6 traerecbm IComFleRdl Iri`recrt"I I"I'Mvemena I De:�f: FY2023 Tn:e Farm,W aeocres.-` ROW: FY2G1 d e Year Eneded [GmFletetll Con«rudlon: FY2323 \9 . o trl 01L YVELL RD OIL 1'v'ELLRD Year anocted Derclent _030 EtaynO DenOeticy Cananue b vmnzr n+o AI BLVD w Year EaDKaea OMdtmk 2725 Rayon Rd erklye at an Ot. NE Cm:dor Study ComClnea De91tr`" FY2020 ICamFlettWl - BW.t r 111h N:Y f!1 Imnolafee RQ b 8Ih atreet CST m FY`023 ROW: FY2Ty D.IpI. F`r.^O.3` � 5vt at2tt to EvetpydG 6t.2 w^T. Fr' 2�6 CaT: FY2C23 V IBM Bead[ Rd Eat Rd VAND'eRBILT w p� t fim b P ap aaG ettd R8 T BEACH R Rn� a kt Fr 2 ❑ BEACH RD EXT O RW dA]YCar: FY23d FY]t Oercert 2Ca careen 6ltd. b IAontcr r Ynaen bi rD ' � L� ones 2:xq- FY2023 � 'Nt:eacO+wy 1r0Aaraetu Late: Dove In'Ln;annetllan _ CFn:W¢cn: 202E N RIDGE v ��- Year EXM d De4Cferlt 2Q31 � vBL'JD L DAVIS LV f/ Ea« CMTaI TCAt.A CCM'nue :aMrn:tcr ReYrr r•L1 eudR __ I-T<_ rt:ld,r.ye Oyerat»n: y HAlAlAOCK RD /f � Year Erpeded De:cfert 2C31 CEranXb �r �( MM:tar &uyt• rrjwrcn ew C81' �rYNJ' veir=�lyeceed DendeN 2029' Cd/cr 8L'vD -1Yk1M b Wide: D,B COT. M.2'3 Ytrf 6t-ar1 'NUmn BM:Hd Otaarc :1Y16 C_y'Wte BlId b N-ot F76 r rtr= COT. 2019 a 2Q2D b Math 175 City Gat 6na N � 1ar Ctneril �- W'lan CLtta%'PE: FY201a HtlY. RoW: FYm21-2a26 FDOT Fn.O26 !3% BrOpe•, at t6h CL NE DGI¢I d M;ayat{sn: eY2G1 ConAucyan: FY202f '�` OC.'¢s'6ulKt CamdeseE Bndac a torn ss Desyl: FY2T C6T. F1':S6 '.YlerD!t 6exn Rd. Eft New Sire 17111tu2 6tanel ROadraf b Rel�,t CanQeskan on ImmaKalee R4 and GaIdM Sax ENC P. eY2016-2019 MN.gWcm FY2019-223 Con4ow" n:=7:C22 lmereren rrylpienenb 1=D0T DGlytl: FY2.a21 ROW: M019-21PC Can:lnlFyon: eY2C21 MC¢abn: Fnal a, Fnam,2021 Irtter'GCar lnmmrement , -� f � Year Eroe�d0M.7ttlt 2Q2a I East Cefyal TCMA C¢r.yKEh:. I f Year EaFttroed oyerascra wnmfsl: unxrwar CeMlent 2023 IAcraa Fur e Year ctoeut>a DeDWe'1:2C27 �,' Ceased coemcnm !. COOJntie M Momior d P1eatle Deta'ea MayY,s a: Neeled \ Cap aerytOper3M.1alMalyil6 aS wana`13?3 K'den to 6-Ln: POSE OrtGalnp Eal«Yy Oencer.0 FDOT Fyndin RW: FY2a21 :auto U^ 31 TCEA ., car. FY2a: s maname Rl Ia tJ3r=1 Or. j Year ExFtdsd Der cen.2e2? /'�� Year Efinectea DtT[lertc =:_3 ,.antlnue b A/onitcr PROJECTED COLL►FR COUNTY DEF►CIENT ROADS FY 202 i - FY 2D3 � Il�SEI'�L�P i eRdaalUnnJI IX yda>r d Oe9de d C29 C _I r, TT:_ 1. C. f�✓♦1'��b{ ` 1 NI x J � � .• Pv11IES ��G'"i�'�C'aren�'� a'J wYYUu, arrr..,va, a,CY riActwn/ �11Y1fNr niMN rM6N r auwr..t ru.•uettaar auurrar rruf�wfOlitarfoN rtllwNavr Brightshore Village — SRA — T1) Section 1— Rood Segment Anolysis —June zuzz Volumes - Urbanized Area Trebilcock Consulting Solutions, PA Page � 119 Brightshore Village — SRA — H.) Section 1 — Road Segment Analysis —June 2022 TABLE 7 Generalized Peak Hour Qirectional volumes for rlorida's Urbanized Areas January2020 ■ fM FAMjj11M1MMLLW�■ 111111M,11A STATE SIGNALIZED ARTERIALS FREEWAYS Class I {40 mph or higher posted speed limit) Core Li rbanized Laney Median B C D E Lanes B C D E 1 Undi�i * 830 880 ** 2 2,230 3300 3,740 41080 2 D16ded * 1,910 2,000 ** 3 3,280 42570 51620 6,130 3 Di:zded * 2,940 3,020 ** 4 45310 6,030 70490 8,170 4 Di:'ided # 31970 41040 ** 5 57390 7A30 91370 10,220 Class H {3li 5 nigh cr slower posted speed limit) 6 6,_;80 8 990 11,510 12,760 Laney Meichan B C D E Urbanized 1 Undn,-ided * 370 750 800 Lanes B C D E 2 DIVIded * 730 1,630 17700 2 2170 3,100 31890 41230 3 DI'Vided * 11170 2,520 21560 3 3,410 47650 %78G 61340 4 DiVided * 11610 3:390 31420 4 4,550 6,200 1690 81460 5 500 71760 92520 102570 Non -State Signalized Raadfi',�t' Adjustments l,XlttU Ct.UL pc.Lding �I3ie 'o4LEMES by the irdi=ed pent.) Non -State S;igna.tzedRoadtvays - IC°" Median �'� TurnLane Adjustments EYCILYP,'e EYCIn��.'e Lames Median Left Lanes Eight Lanes 1 Diti nded Yes No 1 Undivided No No P6ulti Unchlided Yes No r,' alti Undi.ided No No — Ye OneAVIa}- Facility' Adjustment agnitiph` the porn=�.c� airectioa:�l lovlumes iu this table by 1.2 r�iCf 111tr�t +5!si �00i _sag + 5% BICYCLEhiODE- �i■iwltiplif• z�cle g�n1yRT�P: shc�vin belaa' lTj Intmber � t9litec7Gcin�,1 rat' ls�. trr elr :;pro-p,�}• TM�'�m.er.'ice ti�aL>nues.) Paved Shoulderle Lane Cbverage B C D E 049001, * 150 390 LODO 5044% 110 340 11000 }1ZOOO 85-100°'e 470 1*000 >10IN ** PEDESTRIAN ItiiODE= (!N'lnliiFly qm=cl;~ rrohmiac sbt>nn below 6}• mv.wfu- of �ICKti0f13L IC�3dS13+' Imes :0 ae?wr�ima tC%X7-�1'2;' T�•:rrirricri SE:�'3L� qkryoEtmies 1 Side�ra;ll. CoTl B C D E 04920 * * 14G 480 SO-84°o * 80 44G 8G0 85-100% 200 540 SO >11000 BUS hIODE (Scheduled Filed Route)3 (Buses in peak hnur in peak cii;ettion) Sidewalk Coverage B C D E 0-84 = 5 4 > 3 -3 85-1000;'0 > 4 3 2 > 1 Freen`��` Adjustments rrx>xiliaty Imp �t*a Metering + 1.C110 + 5°� L�-Il�?TERRL?PTED FLOiZ' ffiGHtZ`.�il'S I.anes 2riedian B C D E 1 Undiell 580 890 1,200 1,610 DMded 1,800 246G0 31280 37730 Di*,tided 2,70G 3.90E 47920 57600 L'ninterl�ugted Flak High"`aS• Adjustments Laar3EF' �,4e�i.ar< �`tC11Il.5ii7� :Yeti Ian .t�id�ushneat faC�015 1 Diall Yes +5% rvf rlti Umdi.rnded Yes -5009; 2MS71It1 Un"s�13l N710 -250e'� �Tdnhsas sbaun am Posaaeed as tpaA boor diaorricmrl rnttmos £rr tarmCs of sortie and ta�a {ec tbz aatx+m,caiP,a•'trnr4 males >mSmcs sporificallp• stated. Z';s tsPola dues nit roa<stiirsia a standard aad sb. old ba used catp {or gamacar plann3o apptiradoas. The t�+mrQntsa mcW& frc= vddrh this tabla is dad vd sbavL] be nsed-fcr a era ipeo6r P lr aFFEir tics s. Tba tibia rad darira r PI model: shomId not be ¢wd fae co�s$or orimumpe:tti= desial •ay_aua mma mffumd tQdmn 7aa: asist. Ca]rmh icm: are bawd = plamtnp appraratims of ibo ME and tba Transit ,t zpwit'r and v MBIT of Sanica bdamml of cif s,:rtica {tic tha bine]a and pedastriaa males is th9: tsk{s is based on nnnbor of ra'kris>las, mot ¢•rm w o{bic•Felist: or pedestrians nsimAr tha facile,. +* Not applirnUa fcT that Do"I of srcides lantor llsIaAe. Fe¢ tha nrtaerobi7a mcda, rctzmas ,aaatsa• than Cv. aC of san�cw Ti baa�a F �acansa i�i�sactin¢ capa�as haroa ba:ei marhad. iar the kun4c4a mule, the lama] ad sanity lottar grade �mtluding Fj is act ar_iucn•n'v]a bara¢:a theca is na masan;� s.•ai,ir]a t^cE�a thresho]d using table ia�rat +.ulna d fzmlt:. �CClda QepaItmAnt 0{Ttan:FC4tlClen S.3'SmGt: 1:MPUmoIItaC,aa okra hops ''�ms.f3otgat•,pLsnaing,'sgstams' Trebilcocl< Consulting Solutions, PA Page � 120 Brightshore Village — SRA — TIS Section 1 —KO CIO Segment Analysis —June 2022 TADLE 7 (continued) generalized Peak our Directional Volumes for Florida's �rl_ianized ,4reas lanua-�_o_� INi -PL7 r VALUE Uninterrupted Flow Faci.Gde> Interrupted Floe• Facilide_. state Avae_-ia]s C Lass I Freyvra3 C� E F rays pa &Ul.s C1a:s I Class Il Bit1 cLe t� �:•a-ar: ?kSSUN fPTI0NS ROADIN AY Cli�fi ziC TERISTIC 'S Area type e (tuban, t ,:Tal) urban tuba. Number of through lanes (bath dtr. ) 4-1C 4-12 ' F-6 2 4-S 2 4-S 4 4 Fisted ;Feed fruph) 'C 3C -tj r Jn 30 30 45 4v Free tact. sFee�3 (tuph} _; 7�" 55 - - _ �' •: i 35 35 ti C 5 4F :zuxaiiaty Lanes (n,y) n n Median (C tzrlt n. rs, r) d a r n r00 Ter.,in Oli I I I 1 1 I 1 I no passing acne sin Esclusi. e left turn lane impact (tr, y)MOM mm, Exclusive rieJat hum lanes (ri y a n n 'i n Facility'en (mil -' 1.9 1.5 TR_AAMCE CMARACTFRISUCS Flarning analysis hour factor (ISj -09�; O.OSS 0-C90 C�•090 O.090 0.090 0-C90 0.C90 O.G90 Directional disbibution factor (D) C,54 0055 0-55 0.55 0.550 0.^�60 0.5�65 0.560 U65 0.565 Fe:.khour factor (PHE C.9W 0.95 00 0-95 0.95 1.00-0 LOCO 1.000 I.C(}O 1-C�►0 Ba=.e ttr motion £ow rate t�phpri 2,40CF ?,4<�C 1,7C�0 ? 2C 1.950 1.95�i 1950 I.950 1950 Heavy .•p""!cle ppercent 4.0 4.0 1 I.:i 1101 1.O Lct 2.OW '' 2.0 Spee•4, A(ijus tre: t Factor (SriF 00975 I1_95 C1975 C ar acity r,.cju: szt Factor (CnF) 0.96S* OO96Z 096.s _eft :trr s ;2 12 12 I. 12 L2 °`:riFhtrmm •'2 12 12 i_' 12 i2 C'O�NMOL CaASLA.CTERISTICS IN'Umber of ai`easa.j 10 IC 4 Ar i.a.l ripe (1-6) _} 4 4 4 4 Siena; t-.•pe (a, P) c Pin _ c C'Vde length INC.. 1 `C _'2 C 120 1M? 0 _ n Efiectv.e greeo.r`•.tia (g;C I'.44 . C.44 0.44 ��.44 O.;= =TBIODAL CILUUUCTE:RISTIC:S Fa. e 3 shctidQr bac . cle lane i n, y) Outside lane width (n; t, w) t Pavement ccaldition (d, i, u), On-zireet pail ng is yy Sidewalk (14 I,: o..• SldewalkhDa1.iwaY'-.g iamtionfa, t W) t Sidewalk }ncitectme barrier (n, y) LE'k"EL OF SERIIC E TI•IRESHOLDS Lev el of aeI^tiCe Freewav s Higbmwi: i AxIC"T AS Blcmi•Cle Ped Bus Diem ov Two ,-LaT., idultila� Css I Class. R Scare ScCOre B`.:_.es'LT. "uff. D acmt :• at ats B < 17 Omm -= 333 17 _ 31=Dh > �1 Mph _: 2_75 •== 2. 75 - 6 C =: =4 ~ 7;.0 c_ 24 2 rush 17 mph -= 3.50 == m,mm3.50 •_= 4 D : ' 1 == 6+5:7 MOW=,1 :> 1 S rupL -� 13 mph •_: MOM4?5 _= 4.25 n1.rL• >.10 mph _' 5-00 S.Cti 2 Rio �N. = Percent free• 9cw sper.mOJ at_=. Aver&pe k eves s;,�-J Trebilcock Consulting Solutions, PA Page � 121 Brightshore Village — SRA — TIS Section 1 — Road Segment Analysis —June 2022 Appendix K: Collier County Transportation Element Map TR-7 Trebilcock Consulting Solutions, PA Page � 122 rD tam O n n O Z3 Ln TQ O i_ O 73 v V=Traffic Control Points Evacuation Routes Water Bodies O County Boundary Project COLLIER COUNTY Q 2.5 5 10 15 . Mlles GISMappirig: Beth Yang File: EvacuatlonRottes.mxd HURRICANE EVACUATION ROUTES Transportation Services Division �-�rliit. (_,rcrn(I Transportation Planning Department Brightshore Village — SRA — TI ) Section 1— Rood Segment Anoiysis —June zuzz • Trebilcock Consulting Solutions, PA Page � 124 FSUTMS Growth Rate Background Total Traffic 2045 Without Existing Conditions Base 2015 AADT in Project, AADTs in Traffic Peak Peak Hour Analysis Limits Project Traffic PM Peak Hour Roadway Background Traffic 100s 100s Hour Volume E X `o o _ f y c u i° = EE E u 3 y> c > `o E A c u F N u d v�i 1- .". a v a? != m o - t~ > .o O o v op. o u A Z w a a u C S c H u�. O 0 W = = w « ? a '° ° a E -' s d i E a E E E A m A '° c a m m c c -' c E m u > E E -' o o u w - E F= a E o m t= r o j E - s u° ., m- y> a 3 f z = - z - w AUIR p o. .� d ? N- -_ v w ; w 3 .a 3 a' a' ID# Roadway Link From To n G z ; z a 5 - w o a z I z 30.1 Collier Boulevard Immokalee Road Vanderbilt Beach Road 3.9 5.8 4.9 T N/E 85 49 36 6D E 3000 3 1.6 N 2021 1830 N N/E 293 227 260.0 0 0 0.0 0.0% 1.000 1930 0.61 N 0.56 1830 1438 1879 1474 1879 0.63 N N 43.1 Immokalee Road 1-75 Logan Boulevard 7.9 9.2 8.6 T N/E 151 87 64 6D/8D E 3500 3 2.5 N 2021 2320 E N/E 652 496 574.0 0 0 0.0 0.0% 1.000 2320 0.66 N 0.56 2320 1823 2407 1887 2407 0.69 N N 43.2 Immokalee Road Logan Boulevard Collier Boulevard 9.6 11.2 10.4 T N/E 183 106 77 6D E 3200 3 3.3 Y 2021 2280 E N/E 467 326 396.5 594 474 534.0 1.0% 1.184 2699 0.84 N 0.56 2699 2121 2805 2198 2805 0.88 N N 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 17A 20.9 19.0 T N/E 335 193 142 60 E 3300 3 5.8 Y 2021 2710 E N/E 452 357 404.5 555 481 518.0 0.8% 1.150 3118 0.94 N 0.56 3118 2450 3311 2592 3311 1.00 Y y 45.0 Immokalee Road Wilson Boulevard Randall Boulevard 28.8 28.8 28.8 T N/E 507 293 214 6D E 3300 3 8.9 Y 2021 2200 E N/E 367 367 367.0 555 555 555.0 1.4% 1.264 2781 0.84 N 0.56 2781 2185 3074 2399 3074 0.93 N N 45.0 Immokalee Road Randall Boulevard Oil Well Road 30.1 33.8 32.0 T N/E 563 325 238 6D E 3300 2 9.8 Y 2021 2200 E N/E 271 204 237.5 243 302 272.5 1 0.5% 1.081 2378 0.72 N 0.56 2378 1868 2703 2106 2703 0.82 N N 46.0 Immokalee Road Oil Well Road 39th Ave NE 35.8 38.6 37.2 T N/E 655 379 276 4D D 2000 2 19.0 Y 2021 510 E N/E 123 83 103.0 273 219 246.0 2.9% 1.638 835 0.42 N 0.56 835 656 1214 932 1214 0.61 N N 46.0 Immokalee Road 39th Ave NE 47th Ave NE 39.0 39.7 39.4 T N/E 693 401 292 2U D 900 2 44.6 Y 2021 510 E N/E 75 48 61.5 221 184 202.5 4.1% 1.965 1002 1.11 Y 0.56 1002 787 1403 1079 1403 1.56 Y N 46.0 Immokalee Road 47th Ave NE W Entrance 39.7 59.3 49.5 T N/E 872 504 368 2U D 900 2 56.0 Y 2021 510 E N/E 48 46 47.0 175 82 128.5 3.4% 1.768 902 1.00 Y 0.56 902 709 1406 1077 1406 1.56 Y N 46.0 Immokalee Road W Entrance E Entrance 0.0 0.0 O.D F S/W 0 0 0 2U D 900 2 0.0 N 2021 510 E N/E 46 46 46.0 82 82 82.0 1.9% 1.388 708 0.79 N 0.56 708 556 708 556 708 0.79 N N 46.0 Immokalee Road E Entrance Everglades Blvd. 40.7 40.7 40.7 F S/W 717 302 415 ZU D 900 2 46.1 Y 2021 510 E N/E 46 46 46.0 82 82 82.0 1.9% 1.388 708 0.79 N 0.56 708 556 1010 971 1010 1.12 Y Y 46.0 Immokalee Road Everglades Boulevard Camp Keais Road 15.3 11.8 13.6 F S/W 239 101 138 2U D 900 2 15.3 Y 2021 510 E N/E 46 50 48.0 72 63 67.5 1.1% 1.213 619 0.69 N 0.56 619 486 720 624 720 0.80 N N 46.0 Immokalee Road Camp Keais Road SR 29 10.4 7.9 9.2 F S/W 161 68 93 2U D 900 3 10.3 Y 2021 510 E N/E 104 125 114.5 217 247 232.0 2.4% 1.492 761 0.85 N 0.56 761 598 829 691 829 0.92 N N 50.0 Logan Boulevard Immokalee Road Vanderbilt Beach Road 0.0 0.0 0.0 T N/E 0 0 0 2U D 1000 3 D.0 N 2021 650 N N/E 3 23 13.0 0 0 0.0 0.0% 1.000 650 0.65 N 0.56 650 511 650 511 650 0.65 N N o- 0 O n 0 0 c ao 0 O C O v i FSUTMS Growth Rate Background Total Traffic 2045 Without Existing Conditions Base 2015 AADT in Project, AADTs in Traffic Peak Peak Hour Analysis Limits Project Traffic PM Peak Hour Roadway Background Traffic 100s 300s Hour Volume > E 0 a mac" _ 1= 1= '= t= A U u a y = w C S 9 r p 0 0 o r d o u G " " " o i III X= a E E 5 ' a m E E E a A m '" m u wig R n c _° y a _ E m ` « c E °'- o o a-�, Eo" a _ E A }.` �� E a a A A E E9 A r r A > u- ^ Y' �� c I `o o E a x°O i- > c L 3 w mi i e c A e0 N 3 g u c u c o o a` y f_ > c v AUIR iu d a a _ _ a Z io u 3 IF "A 3 3 c To 3 - - - z _ IDN I Roadway Link From a a' z z a o w'o> 58.0 N. 1st Street New Market Road SR-29 (Main Street) 3.1 2.9 3.0 F S/W 53 22 31 2U D 900 3 3.4 Y 2021 620 N N/E 39 47 43.0 107 100 103.5 3.0% 1.645 1020 1.13 Y 0.56 1020 801 1042 832 1042 1.16 Y N 59.0 New Market Road Broward Street SR 29 0.0 2.6 1.3 F S/W 23 10 13[4D D 900 3 1.4 N 2021 610 E N/E 53 87 70.0 0 0 0.0 0.0% 1.000 610 0.68 N 0,56 610 479 620 492 620 0,69 N N 61.0 Camp Keais Pope John Paul II Boulevard Immokalee Road 1.4 1.4 1.4 F S/W 25 10 15 D 1000 3 1.5 N 2021 290 S 5/W 62 62 62.0 166 166 166.0 3.3% 1,747 507 0.51 N 0,56 398 507 408 522 522 0.52 N N 84.0 SR 29 CR 29A South 9th Street 3.7 0.7 2.2 F S/W 39 16 23 D 1700 3 1.4 N 2021 610 W S/W 121 54 87.5 0 0 0.0 0.0% 1,000 610 0.36 N 0.56 479 610 495 633 633 0.37 N N 118.0 Wilson Blvd Immokalee Road Vanderbilt Beach Road Ext, 7.2 7.9 7.6 T N/E 133 77 56 4D D 2000 3 3.9 Y 2021 420 S S/W 47 52 49.5 136 142 139.0 3.5% 1,795 754 0.38 N 0,56 592 754 669 810 810 0.41 N N 118.0 Wilson Blvd Vanderbilt Beach Road Ext, Golden Gate Boulevard 1.5 1.5 1.5 T N/E 26 15 11 4D D 2000 3 0.8 N 2021 420 5 5/W 47 47 47.0 0 0 0.0 0.0% 1,000 420 0.21 N 0.56 330 420 345 431 431 0.22 N N 119.0 Oil Well Road Immokalee Road Everglades Boulevard 2.0 0.0 1.0 T N/E 18 10 8 4D D 2000 2 0.5 N 2021 1070 E N/E 98 113 105.5 79 149 114.0 0.3% 1.045 1118 0.56 N 0.56 1118 878 1128 886 1129 0.56 N N 120.0 Oil Well Road Everglades Boulevard Desoto Boulevard 5.5 4.3 4.9 F S/W 86 36 50 6D E 3800 3 1.3 N 2021 430 E N/E 66 66 66.0 399 295 347.0 5.7% 2.561 1101 0.29 N 0,56 1101 965 1137 915 1137 0,30 N N 132.0 Randall Boulevard Immokalee Road 8th Street NE 1.2 1.2 1.2 T N/E 21 12 9 4D D 2000 2 0.6 N 2021 810 E N/E 117 103 110.0 0 0 DID 0.0% 1.000 910 0.41 N 0.56 810 636 822 645 822 0.41 N N 135.0 Everglades Boulevard Randall Boulevard Oil Well Road IS 3.9 3.7 T N/E 65 38 27 4D D 1800 3 2.1 N 2021 370 N N/E 50 33 41.5 395 370 382.5 7.7% 3.520 1303 0.72 N 0,56 1303 1024 1341 1051 1341 0.75 N N 136.0 Everglades Boulevard Oil Well Road Immokalee Road 9A 25.4 17.4 T N/E 306 177 129 2U D 800 2 22.1 Y 2021 610 N N/E 78 10 44.0 165 38 101.5 2.80/ 1,606 990 1.23 Y 0,56 980 770 1157 899 1157 1,45 Y N Vanderbilt Beach Road Ext. Curry Canal bend (NW 7th/91 Wilson Boulevard 5.7 5.7 5.7 T N/E 100 58 42 4D D 2000 3 2.9 N 2021 0 E N/E 0.0 0 0 D.O 0.0% 0,000 0 0.00 N 0.56 0 0 58 42 58 0.03 N N Vanderbilt Beach Road Ext. Wilson Boulevard Everglades Boulevard 0.0 0.0 0.0 T N/E 0 0 0 2U D 1000 3 OX N 2021 0 E N/E 0.0 0 0 0.0 0.0% 0,000 0 0.00 N 0.56 0 0 0 0 0 0.00 N N 0 CD N i i y TRAFFIC IMPACT STATEMENT ECTION 2 -INTERSECTION ANALYSIS PODIICOCK planning•engineerin9 q 11 11 1 11 LINKOM I Brightshore Village Section 2 -Intersection Analysis Prepared for: Hole Montes &Associates 950 Encore Way Naples, FL 34110 Phone: 239-254-2000 Collier County, Florida 8/18/2022 Prepared by: Trebilcoc{< Consulting Solutions, PA 2800 Davis Boulevard, Suite 200 Naples, FL 34104 Phone: 239-566-9551 Email: ntrebilcock@trebilcock.biz Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August zuzz Statement of Certification I certify that this Traffic Impact Statement has been prepared by me or under my immediate supervision and that I have experience and training in the field of Traffic and Transportation Engineering. This item has been electronically signed and sealed by Norman J. Trebilcock, P.E., State of Florida license 47116, using a SHA4 authentication code. Printed copies of this document are not considered signed and sealed, and the SHA4 authentication code must be verified on any electronic copies. No 47116 :�: * ; * •' MEN OWN '. STATE OF : aig iF0 .0R� s �� N A� E, Digitally signed by Norman Trebilcock DN: c=US, st=Florida,l=Naples, o=Norman Trebilcock, cn=Norman Trebilcock, email=ntrebilcock@trebilcock.biz Date: 2022.08.19 11910919-04'00' Norman J. Trebilcock, AICP, PTOE, PE FL Registration No. 47116 Trebilcock Consulting Solutions, PA 2800 Davis Boulevard, Suite 200 Naples, FL 34104 Company Cert. of Auth. No. 27796 Trebilcock Consulting Solutions, PA Page 12 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 I rot 11_13_ Description...................................................................................................................................................a 4 Intersection Configurations.......................................................................................................................... 4 IntersectionTraffic Volumes......................................................................................................................... 5 Intersection Capacity Analyses..................................................................................................................... 7 IntersectionImprovements........................................................................................................................10 Improvement Analysis and Mitigation........................................................................................................12 Appendices Appendix A: Existing Intersection Lanes Configurations..........................................................................13 Appendix B: Raw Intersection Turning Movement Counts.......................................................................17 Appendix C: Projected Traffic at Subject Intersections............................................................................. 28 Appendix D: Existing Programmed Signal Timings (Excerpts)....................................................................46 Appendix E: Intersection Truck Volume Evaluation.................................................................................. 65 Appendix F: Intersection Analyses — Synchro Reports............................................................................... 67 Appendix G: Intersection Turn Lane Size Evaluation...............................................................................144 Trebilcock Consulting Solutions, PA Page 13 Brightshore Village — SRA —TIS Section 2 — Intersection Analysis — August 2022 Description Intersection capacity analyses are performed for specific intersections as coordinated with County staff. The following intersections are analyzed for AM and PM peak hour traffic conditions. Immokalee Rd. and Everglades Blvd. Immokalee Rd. and Camp Keais Rd. Everglades Blvd. and Oil Well Rd. Immokalee Rd. and Oil Well Rd. Immokalee Rd. and Wilson Blvd. Intersection capacity analyses are evaluated based on the following scenarios: - Existing 2022 Background Traffic Conditions Future 2038 Background Traffic Conditions Future 2038 Background Traffic Conditions with Non -Project Improvements (committed or required to address a transportation deficiency, as applicable) Future 2038 Background Traffic Conditions with Non -Project Improvements — with Project Future 2038 Background Traffic Conditions with Project — with Additional Project Related Improvements , as applicable Intersection Configurations Intersection Geometry Configuration The existing intersection lane configurations are depicted in this report based on field observations and are illustrated in Appendix A. As an initial step, future geometric configurations reflect existing lane configuration, as applicable to each intersection. Covered in a separate analysis, future traffic geometric configurations are altered to reflect committed roadway improvements and/or needed improvements to address transportation deficiencies without the project traffic. Non -Project Related Improvements Intersection Committed Improvements Consistent with the Collier County's TIS Guidelines, projected future roadway conditions are based on the current Collier County S-Year Worl< Program. Roadway improvements that are currently under construction or are scheduled to be constructed within the five-year Transportation Improvement Plan (TIP) or Capital Improvement Program (CIP) are considered committed improvements. Per adopted FY2022 — FY2026 Five Year Work Program/CIE for Collier County, the following road improvements are considered committed improvements: — Wilson Boulevard from Golden Gate Boulevard to Immokalee Road —expand from 2 lanes to 4 lanes. Trebilcock Consulting Solutions, PA Page 14 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 Improvements to Address Transportation Deficiencies In agreement with Florida Statute, the developer is not responsible to address transportation deficiencies which occur regardless of the project's traffic. The improvement necessary to correct the transportation deficiency is the funding responsibility of the entity that has maintenance responsibility for the facility. Per Florida Statute, the term transportation deficiency means a facility or facilities on which the adopted levekof-service (LOS) standard is exceeded by the existing, committed, and vested trips, plus additional projected background trips from any source other than the development project under review, and trips that are forecast by established traffic standards, including traffic modeling. The improvements needed to restore subject intersections to a minimum acceptable LOS include the addition of geometric improvements such as turn or through lanes. The improvements proposed in this report are intended to address the minimum LOS requirement for a specific deficiency and are not intended to optimize the overall intersection performance. Project Related Improvements Consistent with Florida Statute, the analysis of the project traffic impacts assume that turn lanes and other improvements needed to correct transportation deficiencies without the project would be in place prior to the addition of project traffic. The analysis would reflect applicable additional project related improvements needed to restore the LOS to the adopted standard. Intersection Traffic Volumes 2022 Background Traffic Conditions To support the traffic analysis, intersection turning movement counts were conducted on Thursday, January 271 2022. AM and PM peak period turning movement data were collected in 15-minute intervals from 7-9 AM, and from 4-6 PM. A summary of the intersection turning movement counts is provided in Appendix Be Raw Intersection Turning Movement Counts. Traffic count volumes collected are adjusted for peak season conditions by using the peak season conversion factor (PSCF) for the week of the count as illustrated in the latest FDOT Peak Season Factor Category Report (Appendix C). 2038 Background Traffic Conditions The method used in the Traffic Impact Statement (TIS) Section 1 to predict future roadway segment volumes provides projected annual growth rates in approach volumes for every leg of all intersections. Appendix C contains a Volume Development Data Table containing data from the TIS -Section 1 used in this analysis. Some of the segment Annual Average Daily Traffic (AADT) volumes do not appear in the TIS Section 1 report — Appendix L, because the segment was beyond the extent of project traffic significance (eg. Camp Keais Rd. and Everglades Blvd. segment located south of Oil Well Rd.). However, all the impacted segments are visible in TIS Section 1 Exhibit A. Trebilcock Consulting Solutions, PA Page 15 Brightshore Village — SRA —TIS Section 2 — Intersection Analysis — August zuzz At each intersection, the growth rate for each leg was weighted by the total existing approach volume's share of the total intersection approach volume and the resulting products summed to produce a volume weighted average growth rate that was applied to all movements. This method results in an average rate that is most similar to the growth rate projected for the heaviest approach volume, with more noticeable adjustments to the growth rates predicted for the minor approach volumes. Example: At the Immokalee Rd. and Everglades Blvd. intersection, the total PM existing peak season approach volume is 1,361. For the three legs of the intersection, the corresponding approach volume and projected annual growth rates are: • EB: 904 vehicles, 1.9% • WB: 231 vehicles, 1.1% • NB: 226 vehicles, 2.8% The weighted average growth rate is 904/1,361*1.9% + 231/1361*1.1% + 226/1361*2.8% = 2.0% The weighted average growth rate was calculated using the PM peak approach volumes as the basis for the weights given to each approach's growth rate. The resulting average growth rate is also used to adjust the existing AM peak turning movements into the future. While the different collection of AM volumes would produce a different set of weights and a different weighted average rate, the assumption here is that traffic will not grow at different rates in the two peak periods. This growth rate (compounded annually for 16 years) is used to estimate future 2038 background traffic volumes. While all the growth rates, link and average, are shown to one decimal place, the calculations are done with all decimals, so using only the decimals shown will yield slightly different results. The Volume Development Table in Appendix C contains the 2015 and 2045 AADT volumes the link growth rates are derived from to confirm the calculations. Project Traffic at Subject Intersections The various percentages of project traffic that form turning movements at the intersections are consistent with the TIS Section 1. In that report's Table 3, the distribution percentages reported were the averages of those found at segment endpoints. Those endpoint distribution percentages are used in this analysis and can be found in the TIS Section 1 Exhibit A, TIS Section 1 Appendix L and the Volume Development Table in Appendix C of this report. The same percentages are used for AM and PM project traffic distribution. Intersection Traffic Projections Appendix C contains the volume development tables and graphical depictions of their contents. Trebilcock Consulting Solutions, PA Page � 6 Brightshore Village — SKA — TIS Section 2 — Intersection Analysis —August 2022 Intersection Capacity Analyses An assessment of the Level of Service (LOS) and volume to capacity (V/C) ratio analysis of the subject intersections are conducted using Synchro software, Version 11. Synchro computes the signalized intersection, unsignalized intersection, and arterial LOS according to the Highway Capacity Manual (HCM). For signalized intersections, Synchro provides the user with two additional intersection LOS methods: Synchro's Percentile Delay Method and the Intersection Capacity Utilization (ICU) Method. The Percentile Delay Method uses the same numerical delay thresholds as the HCM. In most situations, the delays calculated by the Synchro Percentile and HCM methodologies are similar and will be within a few seconds of each other. One of the key differences between the two methods (Synchro vs HCM) is the Right -Turn -On -Red (RTOR) operation. In the HCM methods, the RTOR is a volume input by the user and is used as a volume reduction (not a capacity increase). As illustrated in the HCM 6, Volume 4, Chapter 31, page 31-121, the treatment of RTOR operation in the motorized vehicle methodology is simplistic. In addition, HCM 6tn Edition states that it may be preferable to use an alternative tool to evaluate RTOR operation. Based on these considerations, the subject signalized intersections are evaluated in this report based on the Synchro Percentile Method, while the unsignalized intersection operations are assessed based on HCM 6t" Edition methodologies. LOS Criteria LOS is defined in terms of the average vehicle delay. Vehicle delay is a method of quantifying several intangible factors, including driver discomfort, frustration, and lost travel time. Specifically, LOS criteria are stated in terms of average delay per vehicle during a specified time period (for example, the PM peak hour). Vehicle delay is a complex measure based on many variables, including signal phasing (i.e. progression of movements through the intersection), signal cycle length, and traffic volumes with respect to intersection capacity. The HCM control delay is used as the basis for determining LOS, ranging from LOS A to LOS F using the delay ranges for signalized intersections. Based on HCM guidelines, the general description of each LOS is as follows: LOS A — free flow; LOS B — stable flow with slight delays, LOS C — stable flow with acceptable delays, LOS D — approaching unstable flow with tolerable delay and unfavorable progression, L.OS E — unstable flow with intolerable delay and poor progression to all movements, and LOS F — forced flow (congested and queues fail to clear) and poor progression to all movements. For the purposes of this report, an adequate LOS for each movement is considered when the LOS E is not exceeded. Signalized intersections Signalized intersection LOS is defined in terms of the average total vehicle delay of all movements through an intersection. Trebilcock Consulting Solutions, PA Page 17 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 Unsignalized Intersections All -way, stop -controlled intersection LOS is expressed CA of the average vehicle delay of all of the movements, much like that of a signalized intersection. For two-way stop -controlled intersections, the LOS is defined in terms of the average control delay for each minor -street movement (or shared movement) as well as major -street left -turns. This is because the performance of a two-way, stop -controlled intersection is more closely reflected in terms of its individual movements, rather than its performance overall. For this reason, LOS for a two-way, stop - controlled intersection is defined in terms of its individual movements. Volume to Capacity Ratio The volume to capacity ratio (V/C), also referred to as degree of saturation, represents the sufficiency of an intersection to accommodate the vehicular demand. A V/C ratio less than 0.85 generally indicates that adequate capacity is available and vehicles are not expected to experience significant queues and delays. As the V/C ratio approaches 1.0, traffic flow may become unstable, and delay and queuing conditions may occur. Once the demand exceeds the capacity (a V/C ratio greater than 1.0), traffic flow is unstable and excessive delay and queuing is expected. Under these conditions vehicles may require more than one signal cycle to pass through the intersection (known as cycle failure). For design purposes, a V/C ratio between 0.85 and 0.95 is generally utilized for the peak hour of the horizon year. As such, each intersection movement is analyzed to ensure that the threshold value of V/C failure (1.0) is not exceeded. Capacity Analysis Parameters Signal Timings To support the signalized intersection analyses, the existing programmed signal timings were provided by Collier County Transportation Staff. For details refer to Appendix D. The intersection analyses for each scenario used signal timing adjustments aimed at eliminating or reducing operational deficiencies without requiring geometric improvements. Where operational deficiencies could not be avoided with signal optimization, geometric improvements were identified, and signal phasing and timing adjustments were made to accommodate the recommended improvement(s). The resultant signal phasing and timing adjustments were considered to eliminate deficiencies, but not necessarily in order to best optimize the overall intersection operations. Percent Heavy Vehicle The Percent Heavy Vehicle (PHV) is assumed the Design Hour Truck (DHT) —the percent of trucks expected to use the roadway segment during the design hour of the design year. Design Hour Truck is determined as half of T24 (annual 24-hour percentage of trucks). The intersection analyses for the current existing conditions reflect counted peak hour truck percentages as illustrated in the peak hour turning movement counts (as presented in Appendix B). A minimum PHV value of 4% for each approach of any analyzed intersection is proposed for all future intersection analyses. Although the use of a 4% value results in 2038 peak hour truck volumes that are equal to or greater than the existing (2022) peak hour truck volumes for a majority of the intersection Trebilcock Consulting Solutions, PA Page 18 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis — August 2022 approaches, there were several instances where this was not the case. Higher peak hour truck percentages were assumed for these intersection approaches to avoid a condition where the 2038 peak hour truck volume was less than the existing peak hour truck volume. The higher percentages that were used ranged from 5% to 9%. Appendix E provides a tabular comparison of the existing peak hour truck volumes and the 2038 peak hour truck volumes for each intersection approach. Peak Hour Factor Peak Hour Factor (PHF) is the ratio of the hourly volume to the peak 15-minute flow rate for that hour. As illustrated in Appendix B, the raw intersection turning movement counts provide the existing PHF value for AM and PM peak hour periods for each intersection. The highest PHF value evaluated under the exiting traffic conditions (AM or PM peak hour) is utilized in this report for all future intersection analyses. Synchro Analyses Results The results of the Synchro intersection analyses for AM and PM peak hour conditions are summarized in Table 1. Synchro intersection worksheets are provided in Appendix F: Intersection Analyses —Synchro Reports. Table 1 ntersection Analysis — AM/PM Peak Hour Traffic Immokalee Rd & Immokalee Rd & Everglades Blvd Immokalee & Immokalee Rd Everglades Blvd Camp Keais Rd &Oil Well Rd Oil Well Rd &Wilson Blvd STOP Controlled STOP Controlled Signalized Signalized Signalized Intersection Failure 1 AM Peak Hour/PM Peak Hour 2022 Background Traffic No/Yes No/No No/No No/No Yes/No 2038 Background Traffic No/Yes No/Yes No/No No/No Yes/Yes 2038 Background Traffic with Non -Project Related No/No No/No N/A N/A No/No Improvements 2038 Background with Project Traffic(2) No/Yes No/No No/No No/No No/No 2038 Background with Project Traffic with Project Related No/No N/A N/A N/A N/A Improvements (2) Note(s): (1) For any movement LOS F and/or V/C ratio is greater than 1; N/A =Not Applicable. (2) Assumes intersection improvements needed to correct transportation deficiencies without the project are in place, prior LOLhe addition of project traffic. Trebilcock Consulting Solutions, PA Page 19 Brightshore Village — SKA — TIS Section 2 — Intersection Analysis — August 2022 Intersection Improvements In agreement with Florida Statute, the developer is not responsible to address transportation deficiencies which occur regardless of the project's traffic. Intersection improvements needed to address transportation deficiencies are recommended based on the Synchro analyses results illustrated in Table 1 and Appendix E. As previously mentioned in this report, the improvements proposed in this report are intended to address the minimum LOS requirement for a specific deficiency and are not intended to optimize the overall intersection performance. 2022 Background Traffic Based on the intersection capacity analysis, the following intersections exceed the adopted LOS standard under current peak season traffic conditions. - Immokalee Rd. and Everglades Blvd. intersection - Immokalee Rd. and Wilson Blvd. intersection 2038 Background Traffic (existing_geometry in place). The following intersections are projected to be deficient. - Immokalee Rd. and Everglades Blvd. intersection Immokalee Rd. and Camp Keais Rd. intersection Immokalee Rd. and Wilson Blvd. intersection 2038 Background Traffic with Non -Project Related Improvements L. Committed Improvements Wilson Boulevard from Golden Gate Boulevard to Immokalee Road —expand from 2 lanes to 4 lanes. As such, for the purposes of this report, the committed improvements at Immokalee Rd. and Wilson Blvd. intersection include 4dane widening of Wilson Blvd. 2. Improvements to Address Transportation Deficiencies This analysis assumes that beyond committed improvement, turn lane additions and/or other improvements needed to correct transportation deficiencies without the project would be in place prior to the addition of project's traffic. Intersection improvements needed to address 2038 transportation deficiencies without the project: 1. Immokalee Rd. and Everglades Blvd. intersection—signalization 2. Immokalee Rd. and Camp Keais Rd. intersection —signalization; add one westbound right -turn lane on Camp Keais Rd.; 3. Immokalee Rd. and Wilson Blvd. intersection - Scenario 1- Per County's turn lane requirements and FDOT turn lane recommendations for signalized intersections the following geometry configuration is proposed: Northbound approach to consist of dual left -turn lanes (one is a continuous lane), one exclusive through lane, Trebilcock Consulting Solutions, PA Page 110 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis — August zuzz and one exclusive right -turn lane; Southbound approach to consist of one exclusive left -turn lane), two exclusive through lanes and one exclusive right -turn lanes Scenario 2: retains the Scenario 1 assumptions and adds a dedicated westbound left -turn lane; Scenario 3: retains the Scenario 1 assumptions and adds a through lane for the westbound and eastbound approaches. It is noted that Scenario 3 provides adequate traffic operations. 2038 Background Traffic with Non -Project Related Improvements -with Project Traffic The following impacted intersections are projected to exceed the adopted LOS standard: - Immokalee Rd. and Everglades Blvd. Intersection 2038 Background Traffic with Project Traffic - with Additional Proiect Related Improvements The recommended improvements needed to address project related level of service deficiencies are summarized below: - Immokalee Rd. and Everglades Blvd. Intersection -add one northbound left -turn lane (410 feet); add one westbound through lane and a transition area from two westbound through lanes to one westbound through lane on Immokalee Rd., west of Everglades Blvd. (total 1,160 feet - westbound through movement improvement); signal modifications. 2038 Turn Lane Size Evaluation An intersection turn lane size evaluation is presented in Appendix G. An initial analysis was performed so that the turning vehicle demand can be stored in the turn lane to ensure the through lane traffic is not blocked (consistent with requirements illustrated in the FDOT QLOS Handbook, Section 4.6, Exclusive Turn Lanes, page 21). Based on this evaluation turn lane extensions may be required at the following intersections: - Immokalee Rd and Everglades Blvd intersection -extend the westbound left -turn lane; - Immokalee Rd and Wilson Blvd intersection -extend the westbound left -turn lane and northbound right -turn lane. A separate evaluation was undertaken to account for the impacts of the through movement queues. Based on the results of this analysis, the following turn lane extensions may be needed: - Immokalee Rd and Everglades Blvd intersection -extend the westbound left -turn lane; extend the eastbound right -turn lane; - Immokalee Rd and Camp Keais Rd intersection -extend the northbound right -turn lane; Immokalee Rd and Oil Well Rd intersection -extend the northbound right -turn lanes Immokalee Rd and Wilson Blvd intersection - extend the eastbound right -turn and left -turn lanes; extend the westbound right -turn and left -turn lanes. Trebilcock Consulting Solutions, PA Page � 11 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis — August 2022 Improvement Analysis and Mitigation Based on the results illustrated within this traffic analysis, the proposed project adversely impacts the intersection of Immokalee Rd. and Everglades Blvd. This report presents proposed project related improvements needed to restore subject intersections to a minimum acceptable LOS. In addition turn lane extensions are required to provide for safe traffic operations. A detailed evaluation of applicable access points will be performed at the time of site development permitting/platting to determine traffic operational requirements, as more accurate parameters will be made available. The developer is not responsible for correcting preexisting deficiencies. Once preexisting deficiencies are corrected, the developer is responsible for project related mitigation requirements. The developer proposes to pay the appropriate Collier County Road Impact Fee as building permits are issued for the project, as applicable. The developer proposes to provide transportation commitments that will be incorporated into the SRA Development Document for the project. The mitigation plan will include specific improvements to be undertaken, fair share contribution commitments, ROW commitment along Immokalee Road, and site related improvements. Trebilcock Consulting Solutions, PA Page 112 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis — August zuzz A��enC�1X A: Existing Intersection Lanes Configuration Trebilcock Consulting Solutions, PA Page � 13 Brightshore Village — SRA — TIS Section 2 —intersection Analysis —August zuzz Immokalee Rd and Everglades Blvd Intersection tJrS Sircer Everglades Blvd N 5Ex cd: 55 i T=7 T=_i I DILL Trees '_ntd LANES- - -- -L E%iST14G STORAGE L.ENGTH i LIM = WESTBOUND. ES EA`.•TBOUND SB = SOUTHBO01ID; NB = NOTHeOUND - = I EFT -TURN: RT w RIGHT -TURN. FT=FEET - .T-- F 1"f-i-1"— � I i 1-1 I - 1.---fir•-}-•Y-;- as � -Y 1 _ r c too Immokalee Rd and Camp Keais Rd Intersection N+S SErcct Immokalee Rd spoc-{i: 55 Grove .JRri LP'JES =:{ISTINGSTORAt',ELENGTH r:t ^.B = WE,TBOUND. EB EhSTBitUiID { 3H � SOUIHBOJhD NB 77 n 4Ln tt It 4 It T Trebilcock Consulting Solutions, PA Page � 14 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 Immokalee Rd and Oil Well Rd Intersection +5 Street: Immokalee Rd Spccd; 45 se LT - t7,, -T Trees and Pond t TURN LANES EXISTING STORAGE LENGTH Cr 'B = WESTBOUND. E8 EAS78OUND t �B = SOUTHSOUND. NB = NOTHBOUND n t _T- LEMTURN; RT = RIGHT.TURN. Fr = FEET iI i 3 i .. fm fm Trees � ,.4--'-----r�- ----- i r - r r 1 r I r r r : 77=_._.I {._ . . FT rlr, RT Gas Station Everglades Blvd and Oil Well Rd Intersection N Q ;ViS Slrccl Everglades Blvd N Trees and Grass II I I I I .+ L'nJ tvl I I Trees and Grass 5}+ccd 45 Pond UKN Lr+tiLS :XISTING STORAGE LENGTH ..,. 48 =WESTBOUND; E8 EASTBOUND iB = SOUTHBOUND, NB = NOTHBOUND !, T = L= TORN, RT= RIGHT-TLIP,% FT = FEET air rD Q rE R T I n o ®© 11I � /!111 r 1 � r 1 bo / 1 t Trees and Grass Trebilcock Consulting Solutions, PA Page � 15 L'nJ tvl I I Trees and Grass 5}+ccd 45 Pond UKN Lr+tiLS :XISTING STORAGE LENGTH ..,. 48 =WESTBOUND; E8 EASTBOUND iB = SOUTHBOUND, NB = NOTHBOUND !, T = L= TORN, RT= RIGHT-TLIP,% FT = FEET air rD Q rE R T I n o ®© 11I � /!111 r 1 � r 1 bo / 1 t Trees and Grass Trebilcock Consulting Solutions, PA Page � 15 5}+ccd 45 Pond UKN Lr+tiLS :XISTING STORAGE LENGTH ..,. 48 =WESTBOUND; E8 EASTBOUND iB = SOUTHBOUND, NB = NOTHBOUND !, T = L= TORN, RT= RIGHT-TLIP,% FT = FEET air rD Q rE R T I n o ®© 11I � /!111 r 1 � r 1 bo / 1 t Trees and Grass Trebilcock Consulting Solutions, PA Page � 15 erightshore Village — SRA — TIS Section 2 —In tersectlon Analysis —August 2022 Immokalee Rd and Wilson Blvd Intersection NIS Slrccl: Wilson Blvd N S cd_ 45 Retention Pond .;� R-_ I_ „Z7 IUHN uOiLS EXISTING STORAGE LENGTH WS = WESTBOUND; EE EASTBOUND S8 = SOUTHSOUND: N8 � NOTHBOUNL: LT • LEFT•TURN: RT = RIGHT In If`l - _L I / _ �IF i rri'i 1 � � �YoEFI-,:7Ffl 1 � Trees ' Trebilcock Consulting Solutions, PA Page � 16 Brightshore Village — SKA — TIS Section 2 — Intersection Analysis —August 2u22 Raw Intersection Turning Movement Counts Trebilcock Consulting Solutions, PA Page � 17 Brightshore Village — SRA — TIS Section 2 —intersection Analysis —August 2022 Type of peak hour being reported: Intersection Peak LOCATION: Everglades Blvd N -- Immokalee Rd CITY/STATE: Collier, FL o Lla + 0 0 0 471 r 0 J L 0 + 423 5 198 + R r 370 091 231 33 1 f 53 259 ti t r 101 0 61 86 083 162 Method for determining peak hour: Total Entering Volume QC JOB #% 15683101 DATE: Thu, Jan 27 2022 Peak -Hour: 7:00 AM — 8:00 AM Peak 15W1n: 7:15 AM — 7:30 AM Qx Quality Counts Dk1rATHAT Ckq=Sw COMMUN7;ES 0 0 a 4 a a 0 � a � Q7 r 0 J 4 0 r 65 45 .► + 45 65 .► 192 41 f 20B .► U 5 0 13.1 a it 198 8 0 0 0 0 J L 0 0 1 0 0 0 0 i t .i } 4 i iJ itttA L + y .1 L N/A .► * WA N/A + « WA � , w w r .► � � � '1 f ti t r �, r r N/A7 WA i R" = RTOR 15-Min Count Everglades Blvd N Everglades Blvd N Immokalee Rd Immokalee Rd Period Northbound Southbound Eastbound Westbound Total Hourly Be innin At *Right* * Totals g g Left Thru Right U R Left Thru U R Left Thru Right U R Left Thru Right U R 7.00 AM 27 0 19 0 0 0 0 0 0 0 0 39 3 0 0 16 100 0 0 0 204 7:15 AM 35 0 14 0 0 0 0 0 0 0 0 48 6 0 0 11 104 0 0 0 218 7:30 AM 22 0 10 0 0 0 0 0 0 0 0 61 7 0 0 11 88 0 0 0 199 7:45 AM 17 0 18 0 0 0 0 0 0 0 0 50 17 0 0 15 78 0 0 0 195 816 8:00 AM 18 0 14 0 0 0 0 0 0 0 0 42 14 0 0 22 61 0 0 0 171 783 8:15 AM 27 0 19 0 0 0 0 0 0 0 0 25 13 0 0 14 58 0 0 0 156 721 8:30 AM 13 0 11 0 0 0 0 0 0 0 0 34 13 0 0 11 52 0 0 0 134 656 8:45 AM 11 0 3 0 0 0 0 0 0 0 0 35 7 0 0 7 39 0 0 0 102 563 Peak 1SWin Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 140 0 56 0 0 0 0 0 0 0 0 192 24 0 0 44 416 0 0 0 872 Heavy Trucks 4 0 8 0 0 0 0 12 0 8 32 0 64 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters comments: Report generated on 2/3/2022 9:38 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Trebilcock Consulting Solutions, PA Page � 18 Brightshore Village — SRA — TIS Section 2 —Intersection Analysis —August 2022 Type of peak hour being reported: Intersection Peak LOCATION: Everglades Blvd N -- Immokalee Rd CITY/STATE: Collier, FL o �o i f 0 0 0 396 + 0 s t 0 + 254 Qm 563 + 1&] + 184 0.79 993 433 1 r 70 + 596 ti t r 212 0 36 503 011 248 mmmmmmmmi U 400 „ N/A + t 40 N/A • • + N/A w r + r + N/A i 1 15-Min Courrt Period Beginning At Everglades Left Thru Rieht U R* 4:15 PM 18 0 12 0 4:30 PM 26 0 13 0 4:45 PM 43 0 7 0 5:00 PM 50 0 8 0 5:15 PM 57 0 11 0 5:30 PM 53 0 9 0 5:45 PM 52 0 8 0 Peak 15-Min Northbound Flowrates Left Thru Right U A Ve ices 212 0 36 0 Heavy Trucks 12 0 8 Buses Pedestrians 0 Bicycles 0 0 0 ff s s: Report generated on 2/3/2022 9:38 AM Method for determining peak hour: Total Entering Volume QC JOB #: 1568,3 002 DATE: Thu, Jan 27 2022 Peak -Hour; 5:00 PM — i5:00 PM Peak 15-Min: 5:30 PM — 5:45 PM Quality Counts a:rA NAT D0415COMIVUNfrkS (Southbound} Thru Right U 0 0 a t 0 0 0 63r 0 t i 0 t6.7 18 �► + 6 41 + 72 t r R6 w► 22 6,6 D R3 + t 7A 63 0 0 0 � { 4 0 J , .., t 0 0 r } + 0 0 z ' .., r 0 -, t r 0 0 0 N/A 1 L wA + WA � r N/A Immokalee R* I Left Thru Right U R* I Left Thru Right U R Total R° = RTQR 0 0 0 0 0 0 0 119 45 Q 0 11 58 0 0 0 263 0 0 0 0 0 0 0 101 52 0 0 24 51 0 0 0 267 0 0 0 0 0 0 0 118 94 0 0 13 51 0 0 0 326 1140 0 0 0 0 0 0 0 158 62 0 0 19 51 0 0 0 348 1204 0 0 0 0 0 0 0 129 115 0 0 20 60 0 0 0 392 1333 0 0 0 0 0 0 0 157 138 0 0 21 36 0 0 0 414 1480 0 0 0 0 0 0 0 116 118 0 0 10 37 0 0 0 341 1 1495 Southbound Eastbound Westbound R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Total 0 0 0 0 0 0 0 628 552 0 0 84 144 0 0 0 1656 0 0 0 0 12 40 0 16 0 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SOURCE: Quality Counts, LLC (http://www.qualitycounts.net} 1-877-580-2212 Trebilcock Consulting Solutions, PA Page � 19 Brightshore Village — SRA — TI ) Section 2 — Intersection Analysis — August 2022 Type of peak hour being reported: Intersection Peak LOCATION: Immokalee Rd -- Camp Keais Rd CfTY/STATE: Collier, FL 7* 085 4 *2 0 4(B 306 0 a. 0 J t 189 ♦. 199 7 0 .► 19 4R 0 M 0 no 0 1 r 10 •► 310 0 233 4 41* 5 H237 Method for determining peak hour: Total Entering Volume QC JOB #: 15683103 DATE: Thu, Jan 27 2022 Peak -Hour: 7:00 AM -- 8:00 AM Peak 15-Min: 7:00 AM -- 7:15 AM pip Quality Counts 11A I? LAY DR?'!S CQMW'.%, "L % 12A ft5 i 0 8s 17 a 4 0 0 J tmi4.10.1 0 .► fill" 0 0 + 0 7 r 10 .► 16.8 0 73 0 4 111 S9 72 0 0 0 0 TMW �y (DIV 0 J t 0 o .. .'. ('�� 0 0 z r 0 t r 0 0 0 0 s � WA WA d i ti * J t F ! t NIA N/A } N/A .► a N/A + z if no r ++ 4 e 7 F WA WA a i 15-Min Count Immokalee Rd Period {Northbound} Beginning At Left Thru Right U I Immokalee Rd I Camp Keais Rd I Camp Keaisl Immokalee Rd Camp Keais Rd I Camp Keais Rd� {Southbound} {Eastbound) {Westbound) Total R* Left Thru Ridit U R* Left Thru Rieht U R* Left Thru Rieht U R* 7:15 AM 0 48 3 0 0 73 95 0 0 0 0 0 0 0 0 2 0 41 0 0 262 7:30 AM 0 61 1 0 0 74 94 0 0 0 0 0 0 0 0 2 0 45 0 0 277 7:45 AM 0 62 0 0 0 77 90 0 0 0 0 0 0 0 0 4 0 55 0 0 288 1147 8:00AM 0 66 1 0 0 71 72 0 0 0 0 0 0 0 0 5 0 36 0 0 251 1078 8:15 AM 0 48 3 0 0 63 62 0 0 0 0 0 0 0 0 2 0 41 0 0 219 1035 8:30AM 0 36 5 0 0 50 49 0 0 0 0 0 0 0 0 1 0 42 0 0 183 941 8:45 AM 0 35 2 0 0 36 45 0 0 0 0 0 0 0 0 1 0 40 0 0 159 812 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* A Ve Ices 0 248 0 0 0 328 504 0 0 0 0 0 0 0 0 8 0 192 0 0 128( Heavy Trucks 0 20 0 43 44 0 0 0 0 0 0 16 128 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters C0171R1e17t5: Report generated on 9:38 AM SOURCE: Quality Counts, LLC {http://www.qualitycounts.net} 1.877.580.2212 Trebilcock Consulting Solutions, PA Page � 20 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 Type of peak hour being reported. Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Immokalee Rd -- Camp Keais Rd QC JOB #: 15683104 CITY/STATE: Collier, FL DATE: Thu, Jan 27 2022 423 919 Peak -Hour: 4:45 PM -- 5:45 PM �, ss + nss 1 Peak 15-Min: 5:15 PM -- 5:30 PM ; 0 238 1ffi 0 7� 54 al i 4 ♦! f 4 0 + 0 3 t 399 + 401 0 + 0 of 1. R2 + 8 70 4 F941 + 0 E 9 -� 0 + � + 0 0+ 0 '1 r 12 + 197 0 .r 0 7 r 0+ 5.6 0 530 12 {. 0 28 R3 250F 542 QuaLi Ly Counts 62 3 0 0 0 0 1 I Y 0 t 0 0 + 0 0 �' r 0 0 0 0 0 i ! N/A WA ✓ a f* ✓ a � OF j w IL N/A + • • « N/A 1 r N/A �► « N/A + -- r + N/A NVA i ! R" = RTOR 15-Min Count Immokalee Rd Immokalee Rd Camp Keais Rd Camp Keais Rd Period NorthboundI ISouthboundI E111110 IEastbound Westbound Total Houriy MEN INO Totals Beginning At Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* 4:00 PM 0 144 2 0 0 54 74 0 0 0 0 0 0 0 0 2 0 98 0 0 374 4:15 PM 0 107 1 0 0 60 67 0 0 0 0 0 0 0 0 0 0 93 0 0 328 4:30 PM 0 168 2 0 0 40 54 0 0 0 0 0 0 0 0 0 0 83 0 0 347 4;45 PM 0 111 2 0 0 47 50 0 0 0 0 0 0 0 0 2 0 91 0 0 303 1352 5:00 PM 0 123 2 0 0 45 75 0 0 0 0 0 0 0 0 4 0 84 0 0 333 1311 5:15 PM 0 149 5 0 0 45 59 0 0 0 0 0 0 0 0 4 0 103 0 0 365 1348 5:30 PM 0 147 3 0 0 48 54 0 0 0 0 0 0 0 0 2 0 111 0 0 365 1 1366 5:45 PM D 149 3 0 0 33 34 0 0 0 0 0 0 0 0 2 0 75 0 0 296 1 1359 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Total All Vehicles 0 596 20 0 0 180 236 0 0 0 0 0 0 0 0 16 0 412 0 0 1460 Heavy Trucks 0 12 0 4 12 0 0 0 0 0 0 24 52 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments. Report generated on 2/3/2022 9:38 AM SOURCE: Quality Counts, LLC (http://www,qualitycounts.net) 1-877-580-2212 Trebilcocl< Consulting Solutions, PA Page � 21 Brightshore Villoge —SRA — TIS Section 2 — Intersection Anoiysis —August zuzz Type of peak hour being reported: Intersection Peak LOCATION: Immokalee Rd --Oil Well Rd CITY/STATE: Orangetree, FL 94 096 3* 0 814 115 +j 4 4 0 * 0 j t 55 + 1327 71 0 + [ ;16 + 0 0.9 0 .► 0 Y r 1272 663 41 IL 4 329 541 2083 0 85 974 15-Min Count Immokalee Rd Period {Northbound) Beginning At Left Thru Rleht U 7:15 AM 0 99 77 L 7:30 AM 0 87 124 2 7:45 A M 0 83 113 0 8:00 AM 0 77 127 0 8:15 AM 0 78 90 1 8:30 AM 0 76 70 1 8:45 AM 0 71 75 0 Peak 15-Min Northbound Flowrates Left Thru Right U All Vehicles 0 396 452 4 Heavy Trucks 0 36 8 Buses Pedestrians 0 Bicycles 0 0 0 ff ters er7ts: Report generated on 2/3/2022 9:38 AM 27 36 44 54 55 30 17 25 R* Method for determining peals hour: Total Entering Volume QC JOB #: 15683105 DATE: Thu, Jan 27 2022 Peak -Hour: 7:ODS:OD AM Peak 15-Min: 7:15 AM — 7:30 AM Quality Counts an �s a } 0 41 7 .i 4 4 O t 0 m t 0* 25 0 + + 0 0 + 0 L r 2.6�►42 0 7.9 4.3 i 3.2 5.6 0 0 0 1 1 1 { os t4 L0 L 0 + C. # 0 0 z r 0 -, } �- 0 0 1 r— Immokalee Rd I Qil Well Rd {Southbound) {Eastbound) aru Rieht U 11 1 Left Thru Right U R* 24 22 219 219 0 0 0 0 29 208 0 0 40 169 0 0 23 149 0 0 19 129 0 0 24 138 0 0 14 107 0 0 Southbound Left Thru Right U 4 32 0 0 0 D 0 N/A � t N/A + NIA I r � } r N/A R* = RTOR Oil Well Rd {Westbound) Total Hourly Thru Right U R* Totals 0 0 0 0 0 0 344 0 2 1 10 811 0 0 0 0 0 0 295 0 5 3 7 804 0 0 0 0 0 0 280 0 3 3 5 749 3130 0 0 0 0 0 0 257 0 2 6 9 705 3069 0 0 0 0 0 0 265 0 8 2 10 632 2890 0 0 0 0 0 0 132 0 2 0 7 467 2553 0 0 0 0 0 0 217 0 6 1 it 527 2331 Eastbound Westbound Total R* Left Thru Right U R* Left Thru Right U R* 0 0 0 0 0 0 1376 0 48 4 40 3428 0 0 0 24 0 0 104 0 0 0 0 0 0 0 0 0 0 SOURCE: Quality Counts, LLC {http://www.qualitycounts.net) 1-877-580-2212 Trebilcock Consulting Solutions, PA Page � 22 Brightshore Village — SRA — TIS Section 2 —Intersection Analysis —August 2022 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: I mmokalee Rd -- Oil Well Rd QC JOIN figME CITY/STATE: Orangetree, FL DATE: Thu, 6D1 093 14� i * 0 493 111 J i V 0 +. 0 1 q. 320 +v 858 0 + 0 Y r 538 + 1106 p * r 1 10ES 992 + 09 * 1D27 2D78 Peak -Hour: 5:00 PM — 6:00 PM Peak 15-Min: 5:45 PM — 6:00 PM Quality Counts iU1 ifIAICNii1vt_;L1,14+NLIIt, r) S 4 18 0 3.2 7.2 d + 4 28 41 0 + 0 4.8 » 23 i * t 0 1.5 is + Al 1.6 0 I I I 0 0 0 1 i Y ► 0 1 ;'` 4 t 0 r D 0 0 0 0 f N/A N/A 1 4 4 ,1 4 +i 1 L f t N/A + + N/A h N/A + + t%�A MP T ? N/A N/A i f R* = RTOR 15-Min Count Immokalee Rd Immokalee Rd Oil Well Rd Oil Well Rd Period Northbound Southbound Eastbound Westbound p7Z3 Hourly Beginning At Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R*Totals 4:00 PM 0 199 163 0 27 47 135 0 0 0 0 0 0 0 0 191 0 13 2 33 4:15 PM 0 194 160 2 39 22 126 0 0 0 0 0 0 0 0 149 0 10 1 29 4:30 PM 0 216 207 0 21 28 101 0 0 0 0 0 0 0 0 123 0 24 0 46 766 4:45 PM 0 240 197 0 33 22 106 0 0 0 0 0 0 0 0 131 0 29 2 34 794 3102 5:00 PM 0 275 206 0 37 30 123 0 0 0 0 0 0 0 0 117 0 27 1 29 845 3137 5:15 PM 0 259 190 0 33 24 110 0 0 0 0 0 0 0 0 135 0 54 1 60 866 3271 5:30 PM 0 261 214 0 23 33 122 0 0 0 0 0 0 0 0 161 0 40 3 33 890 3395 5:45 PM 0 290 234 1 55 24 138 0 0 0 0 0 0 0 0 120 0 38 0 39 939 1 3540 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 0 1160 1156 4 220 96 552 0 0 0 0 0 0 0 0 480 0 308 0 156 4132 Heavy Trucks 0 12 16 4 12 0 0 0 0 24 0 0 68 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 2/3/2022 9:38 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Trebilcocl< Consulting Solutions, PA Page � 23 Brightsh ore village —.)RA — TIS Section 2 —in te ection Analysis —August 2022 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Everglades Blvd N -- Oil Well Rd QC JOB #: 15683107 CITY/STATE: Collier, FL DATE: Thu, Jan 27 2022 ffi6 0.&1 ;1 482 129 46 J i 4 865 115 J t 43 • 334 089 266 * Fq t 274 0 % 450 .► 69 1 r 17 .► 380 110 91 69 214 085 270 i t N/A r �A t �• N/A + WA h t r NIA i 15-Min Count Everglades Blvd N Period (Northbound) Beginning At Left Thru Rlr2LIL U 7:00 AM 34 13 3 0 7.15 AM 24 23 8 1 7:30 AM 29 16 5 0 7:45 AM 22 39 8 0 9:00 AM 15 36 3 0 8:15 AM 11 22 4 0 8:30 AM 19 18 2 1 8:45 AM 24 16 9 1 Peak 15-Min Northbound Flowrates Left Thru Right---U All Ve is es 136 Heavy Trucks 0 Buses Pedestrians Bicycles 0 Scooters Comt7ler7ts: Report generated on Peak -Hour: 7:00 AM — 8:00 AM Peak 15-Min: 7:00 AM — 7:15 AM �QuaLity Counts r� r1UT CM'1!5 C0YVU"1 Cd Everglades 29 R4 1 10.2 22 � a � 1.7+7.8J t 4.7 a 2A R6 .p + 1.5 SA+R77 r118� 71 5.5 11 43 4 as 7 0 0 0 0 L 0 L o f j. o 0 s 0 � t r 0 0 0 ��Trrr� R* I Left Thru Rieht U R* I Left Thru Right U ryA 1 t N/A <t N/A z r ti t r N/A R* = RTOR Oil Well Rd (Westbound) Total Totals R* Left Thru Right U R* 12 9 36 39 1 73 29 67 2 0 7 6 74 3 0 2 410 10 20 46 41 1 65 32 79 4 0 3 2 59 9 0 15 455 1710 5 24 44 30 0 64 35 92 7 0 7 11 56 6 0 19 454 1707 13 27 32 36 0 46 29 71 2 0 6 6 47 1 0 6 359 1678 9 13 35 41 0 60 27 38 3 0 2 6 56 3 0 2 335 1603 3 3 26 11 0 70 44 52 8 0 8 5 64 2 0 0 351 1499 Sorthbound Eastbound Westbound R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Total 4 4 0 12 16 16 12 3 0 0 0 72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 9:38 AM SOURCE: quality Counts, LLC (http://www.qualitycounts.net) 1-877.580-2212 Trebilcock Consulting Solutions, PA Page � 24 Brightshore Village — SRA — TIS Section 2 —intersection Analysis — August zuzz Type of peak hour being reported: Intersection Peak LOCATION: Everglades Blvd N -- Oil Well Rd CITY/STATE: Collier, FL Peak -Hour: 4+ 4+ F Peak 15-Min: 285 81 40 Ij i L 626 + 361 1 t 40 + 357 OB1 316 .► Fq a 264 a87 767 .► 90 01 ! 53 � 393 9 } e 60 100 38 �1� 225F QuaL 0 �J1J 0 ,I'1 0 0 -� WA .a ; 1. + IVA + +a N/A 4 w � r WA s , 15-Min Count Everglades Blvd N Everglades Blvd N Period Northbound Southbound Beginning At LeftThru Right U R* Left Thru Ri t U 4:00 PM 14 24 7 0 4 9 18 11 0 4:15 PM 15 25 3 0 7 7 31 11 0 4:30 PM 13 32 0 1 10 10 19 30 1 4:45PM 15 21 4 0 7 15 18 10 0 5:00 PM 16 22 3 0 4 7 13 19 0 5:15PM 15 21 4 0 7 2 10 15 0 5:30 PM 14 22 3 0 3 1 11 18 0 5:45 PM 23 21 2 0 5 4 8 12 0 Peak 15-Min Northbound Southbound Flowrates Left Thru Right U R* Left Thru Right U All Vehicles 52 128 40 4 40 40 76 400 4 ; Heavy Trucks 24 20 0 4 8 8 Buses Pedestrians 0 0 Bicycles 0 0 0 0 0 0 Scooters rO 17117100 ts: Report generated on 2/3/2022 9:38 AM Trebilcock Consulting Solutions, PA Page � 25 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis — August 2022 Type of peak hour- being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Wilson Blvd N -- Immokalee Rd QC JOB #: 15683109 CITY/STAI-E: Collier, FL DATE: Thu, Jan 27 2022 139 � Peak -Haut: 7:00 AM -- 8:00 AM zs 7s + a� t Peak 15-Min: 7:30 AM -- 7:45 AM 4 + 105 12 21 29 0 48 J i 4 J i 4 3157 4. 20 ,t t 17 + 2988 23 40 10 R 59 a 2A (187 950 I * 2774 492 75 ► + 22 1078 ► 1081, r 197 r 1111 7.5 up 74 1 r 55 y 7 2772 14OF C1 32 0 43 31 7OS7 419 Quality Counts 6 3,6 D1TA 1707 C*IYFl C0VMUWJU 0 0 0 0 o 0 0 0 0 .► r l) fCJ,..� .. o 0 1 r 0 � ♦ r 0 0 0 0 N/A IJ/A J # 4 -; J * L N/A y • • + N/A lt�A + 1 t N/A + � r .► � � 1 r w * r vi t r N/AN/A + t R* = RTOR 15-Min Count Wilson Blvd N Wilson Blvd N Immokalee Rd Immokalee Rd Period (Northbound) (Southbound) {Eastbound} {Westbound} Total Hourly Beginning At • * # * Totals g g Left Thru Right U R Left Thru Ri ht U R Left Thru Right U R Left Thru Right U R 7:00 AM 65 1 21 0 8 4 3 23 0 10 0 144 11 0 6 64 701 2 0 1 1064 7:15 AM 58 0 7 0 16 5 3 12 0 6 6 274 12 0 16 53 742 2 0 2 1214 7:30 AM 57 0 14 0 15 4 4 22 0 6 7 272 22 0 9 37 774 5 0 0 1248 7:45 AM 97 1 20 0 39 8 2 6 0 20 6 260 17 1 15 43 557 2 0 3 1097 4623 8:00 AM 44 1 18 0 14 7 5 7 0 11 7 268 17 0 22 54 532 8 0 3 1018 4577 8:15 AM 42 4 10 0 23 6 1 5 0 12 5 203 18 0 11 32 496 3 0 1 872 4235 8:30 AM 39 2 15 0 29 3 1 1 0 11 6 205 12 0 10 33 457 3 0 0 827 3814 8:45 AM 33 0 12 0 21 6 3 3 0 13 5 153 15 1 6 33 388 2 0 0 694 3411 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Vehicles 228 0 116 0 60 16 16 112 0 24 28 1088 124 0 36 148 3096 20 0 0 5112 Heavy Trucks 16 0 4 4 0 8 4 56 8 16 92 0 208 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments; leport generated on 2/3/2022 9:38 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-221' Trebilcock Consulting Solutions, PA Page � 26 Brightshore Village — SRA — TIS Section 2 —Intersection Analysis —August 2022 Type of peak hour being reported: Intersection Peak LOCATION: Wilson Blvd N -- Immokalee Rd CITY/STATE: Collier, FL Os4 lia 33 7 24 .252 69 j t 36 1308 a9 2513 i 4m 1136 a;; 2793.► 211 1 r 136 r 2M � t r 83 13 281 353F377 Method for determining peak hour: Total Entering Volume OC JOB #: 15683110 DATE: Thu, Jan 27 2022 Peak -Hour: 5:00 PM -- 6:00 PM Peak 15-Min: 5:45 PM — 6:00 PM K Quality Counts E TA TWT VftES CCtiNWUNiM ib 34 a 4 0 0 42 ,m 4 4 37 43 j t 0 . 3A 23 .► 0 t 31 2A + 2A 7 t 6.6 w 24 '► 1 r' 133 7.7 28 i 4 53 0 0 0 0 0 J 10 L 0 0 o t 0 ,. 0 0 0 0 J �— o 0 0 N/A WA i * J tra t N/A ► • • a. N/A N/A r NA � w M r . I r N/AF� WA f 1 R" = RTOR 15-Min Count Wilson Blvd N Wilson Blvd N Immokalee Rd Immokalee Rd Period (Northbound) (Southbound) (Eastbound) (Westbound) Total Hourly Beginning At * , * , Totals g g Left Thru Right U R Left Thru Right U R Left Thru Right U R Left Thru Right U R 4:00 PM 19 2 48 0 18 4 3 0 0 5 15 515 39 0 16 44 326 6 0 2 1062 4:15 PM 19 4 53 0 18 2 6 1 0 5 16 538 31 0 15 46 315 5 2 2 1078 430 PM 29 3 37 0 12 4 1 2 0 10 11 574 34 0 16 37 282 6 0 1 1059 4:45 PM 24 1 54 0 14 8 0 1 0 8 20 596 27 1 13 34 256 3 0 0 1060 4259 5:00 PM 28 3 52 0 18 4 1 3 0 8 15 578 36 0 16 37 273 6 0 2 1080 4277 5:15 PM 22 2 41 0 18 4 1 2 0 8 17 648 49 0 20 29 285 8 0 0 1154 4353 5:30 PM 13 5 74 0 13 9 4 3 0 3 13 580 26 0 19 31 291 8 1 2 1095 4389 5:45 PM 20 3 52 0 13 7 1 0 0 6 24 707 33 0 12 38 287 9 0 1 1213 1 4542 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* Left Thru Right U R* All Ve ices 80 12 260 0 52 28 4 24 0 24 96 2828 180 0 48 152 1148 40 0 4 4980 Heavy Trucks 8 0 8 0 0 0 4 64 4 12 44 0 144 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 2/3/2022 9:39 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1=877-580-2212 Trebilcock Consulting Solutions, PA Page � 27 Brightshore Village —.)RA — TlS Section 2 — Intersection Analysis —August zuzz A��end1X C: Projected Traffic at Subject Intersections Trebilcock Consulting Solutions, PA Page � 28 Brightshore Village - SRA - TIS Section 2 - Intersection Analysis -August 2022 2020 PEAK SEASON FACTOR CATEGORY CATEGORY: 0300 COLLIER COUNTYWIDE WEEK DATES REPORT - REPORT TYPE: ALL MOCF: 0.87 SF PSCF sssmmsmmsommmmssssmmssmmmma®smmmmsammssmmmmmmsmmmmmmmmsmmaStammmmsmmmmmammremmmsmmsemmmmnasa * 1 01/01/2020 - 01/04/2020 0.92 1.06 * 2 01/05/2020 - 01/11/2020 0,87 1.00 * 3 01/12/2020 - 01/18/2020 0.81 0.93 * 5 01/26/2020 - 02/01/2020 0.79 0.91 * 7 02/09/2020 - 02/15/2020 0,76 0.87 * 8 02/16/2020 - 02/22/2020 0.81 0.93 * 9 02/23/2020 - 02/29/2020 0.85 0.98 *10 03/01/2020 - 03/07/2020 0.90 1903 *11 03/08/2020 - 03/14/2020 0.94 1.08 *12 03/15/2020 - 03/21/2020 0.99 1.14 *13 03/22/2020 - 03/28/2020 1.14 1.31 14 03/29/2020 - 04/04/2020 1.29 1.48 15 04/05/2020 - 04/11/2020 1.44 1.66 16 04/12/2020 - 04/18/2020 1.59 1.83 17 04/19/2020 - 04/25/2020 1.48 1.70 18 04/26/2020 - 05/02/2020 1.37 1.57 19 05/03/2020 - 05/09/2020 1.25 1,44 20 05/10/2020 - 05/16/2020 1.14 1.31 21 05/17/2020 - 05/23/2020 '1.13 l.30 22 05/24/2020 - 05/30/2020 1.12 1.29 23 05/31/2020 - 06/06/2020 loll 1.28 24 06/07/2020 - 06/13/2020 1.10 1.26 25 06/14/2020 - 06/20/2020 1.08 '1.24 26 06/21/2020 - 06/27/2020 1.09 1.25 27 06/28/2020 - 07/04/2020 1.09 1925 28 07/05/2020 - 07/11/2020 1.09 1.25 29 07/12/2020 - 07/18/2020 1.09 1.25 30 07/19/2020 - 07/25/2020 1.07 1.23 31 07/26/2020 - 08/01/2020 1.05 1.21 32 08/02/2020 - 08/08/2020 1,03 1.18 33 08/09/2020 - 08/15/2020 1.01 1.16 34 08/16/2020 - 08/22/2020 1.01 1.16 35 08/23/2020 - 08/29/2020 1601 1016 36 08/30/2020 - 09/05/2020 1.01 1.16 37 09/06/2020 - 09/12/2020 1.02 1.17 38 09/13/2020 - 09/19/2020 1.02 1.17 39 09/20/2020 - 09/26/2020 1.03 1.18 40 09/27/2020 - 10/03/2020 "1.03 leis 41 10/04/2020 - 10/10/2020 1.04 1.20 42 10/11/2020 - 10/17/2020 1.05 1921 43 10/18/2020 - 10/24/2020 1.04 1.20 44 10/25/2020 - 10/31/2020 1.04 1.20 45 11/01/2020 - 11/07/2020 1.04 1.20 46 11/08/2020 - 11/14/2020 1.03 1.18 47 11/15/2020 - 11/21/2020 l.03 1.18 48 11/22/2020 - 11/28/2020 1.00 1.15 49 11/29/2020 - 12/05/2020 0.98 1.13 50 12/06/2020 - 12/12/2020 0.95 1.09 51 12/13/2020 - 12/19/2020 0.92 1.06 52 12/20/2020 - 12/26/2020 0.87 1.00 53 12/27/2020 - 12/31/2020 0.81 0.93 * PEAK SEASON 27-FEB-2021 10:29:5'1 83 OUPD Trebilcock Consulting Solutions, PA P age � 29 Volume Development Data AUIR ID # Roadway Link From To 2021 AUIR Peak Hour Peak Dir, ection Volume (1) Peak Dir- ect- ion (1) Project Traffic 2015 AADT (100s) 2045 AADT 100s Annual Growth Rate (Per - cent com- pound- ed) (4) Percent of Total Project Traffic- 1 (2) Percent of Total Project Traffic-2 (2) Percent of Total Project Traffic (Aver- age) (3) V1 (S or W seg- ment end) (2) V2 (N or E seg ment end) (2) V Aver- age (4) V1 (5 or W seg- ment end) (2)1 V2 (N or E seg- ment end) (2) V Aver- age (4) 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 2710 E 17.1 2009 1900 452 357 404.5 555 481 518.0 0.8% 45.0 Immokalee Road Wilson Boulevard Randall Boulevard 2200 E 28.8 28.8 28.8 367 367 367.0 555 555 555.0 1.4% 45.0 Immokalee Road Randall Boulevard Oil Well Road 2200 E 30.1 33.8 32.0 271 204 237.5 243 302 272.5 0.5% 46.0 Immokalee Road Oil Well Road 39th Ave NE 510 E 35.8 38.6 37.2 123 83 103.0 273 219 246.0 2.9% 46.0 Immokalee Road E Entrance Everglades Blvd. 510 E 40.7 40.7 40.7 46 46 46.0 82 82 82.0 1.9% 46.0 Immokalee Road Everglades Boulevard Camp Keais Road 510 E 15.3 11.8 13.6 46 50 48.0 72 63 67.5 1.1% 46.0 Immokalee Road Camp Keais Road SR 29 510 E 10.4 7.9 9.2 104 125 114.5 217 247 232.0 2.4% 61.0 118.0 Camp Keais Wilson Blvd Pope John Paul II Boulevard Immokalee Road Immokalee Road Vanderbilt Beach Road Ext. 290 420 S S 1.4 7.2 1.4 7.9 1.4 7.6 62 47 62 52 62.0 49.5 166 136 166 142 166.0 139.0 3.3% 3.5% 119.0 Oil Well Road Immokalee Road Everglades Boulevard 1070 E 2.0 0.0 1.0 98 113 105.5 79 149 114.0 0.3% 120.0 Oil Well Road Everglades Boulevard Desoto Boulevard 430 E 5.5 4.3 4.9 66 66 66.0 399 295 347.0 5.7% 135.0 Everglades Boulevard Randall Boulevard Oil Well Road 370 N 3.5 3.9 3.7 50 33 41.5 395 370 382.5 7.7% 136.0 Everglades Boulevard Oil Well Road Immokalee Road 610 N 9.4 25.4 17.4 78 10 44.0 165 38 101.5 2.8% Notes: 1) 2021 AUIR 2) TIS Appendix L and Exhibit A 3) TIS Table 3 4) TIS Table 4, ((V45avg/V15avg)^(1/30)-1)*100 Brightshore Village -SRA - TIS Section 2 - Intersection Analysis -August 2022 Total Value/ Enter- intit Intersection period Measure/Scenario Total NHU NBL NBT NBR SOU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WHR Ing 1 Immokaiee: Rd/Everglades Blvd AM Raw Count V21/22 101 61 L96 33 53 370 816 AM PStF 0.91. 0091 0.91 0.91 0.91 0.91 0191 0191 0091 0,91 0.91 031 0,91 0.91 0691 0.91 0191 1 AM Existing Peak Season Traffic 2022 191 55 190 30 48 337 143 1 AM Peak Season Approach Volume 148 210 385 1 AM Link Annual Growth Rate 2*11% 1 % 249% 2.81fa L9% 1.9% loss$ la% Ll% Li% 1.1% 11%4 ...,. ....r. �_... ._...... ,�., ..,u. e.,,w ...,,_,,..,..,.., 1 AM Approach Vol Weighted Avg Growth Rate 2.0*A Z.0'ik 2,0% 2.0% ;W% 2.0% 10% Zto% 240% 2,D%, 2.0% 2.0% 10% 2.0'1'w 2.01A 2aD% 1 AM Future Background Traffic 203E 125 76 245 41 65 459 loll 1 AM Project Traffic New - Enter Percent Z5.4 15.3 1 AM Project Traffic New Enter Volume 605 154 93 1 AM Project Traffic New- Euit Percent 1543 25,d 1 AM Project Traffic New - Exit Volume 866 1.32 220 i AM Project Traffic Total Net New Volume 154 132 220 93 599 1 AM Future Total Traffic 279 377 261 65 552 1510 1 Immokajee Rd/Everglades Blvd PM Raw Count 1/27/22 212 F'76 560 433 70 184 1495PM PSCF 0.91 0,91 Dal 0.91 0.91 Dal 0.91 0.91 021 cost OM0.91 0.91, 0.91 0.91 0.91 ..... .,.� .. ._ 1 PM Existing Peak Season Traffic 2022 193 33 510 394 64 167 1361' 1 PM Peak5esson Approach Volume 1361 Z26 904 231 1 PM Link Annual Growth Rate L3% 2,8% 18% 1491a 1.9% L9% 1;9% *u% 1,1% 1.1% 1,19E 1 PM Approach Vol Weighted Avg Growth Rate 2vo% 2.0'Xw 210% 2,0% 2vO% 2.0% 2.09 210?o 10% 10% 10% 1044 1096 U94 2.09E 2.0`% 1 PM Future Background Traffic 2038 263 45 695 537 87 228 1855 1 PM Project Traffic New Enter Percent 214 15.5 ®. , .._ „ ,. w..� ,,. ..� _ __.. .b.v. I PM Project Traffic New - Enter Volume 1018 259 156 1 PM Project Traffic New - Exit: Percent f4S 15.3 25A 1 PM Project Traffic New - Exit Volume 743 114 189 1 PM Project Traffic Total Net New Volume 1159 Y14 189 1156 718 1 PM Future Total Traffic 522 809 72.6 87 384 2571 Trebilcock Consulting Solutions, PA Page (31 Brightshore Village - SRA - TIS Section 2 - Intersection Analysis -August 2022 TotBf Value/ Entter into intersection Period Measure/Scenario Total NBU NBL NOT NOR SOU SBL SOT SBR EBU EBL EBT EBR WBU WBL WOT WBR ing 2 immokalee Rd/Camp Keais Rd AM Raw Count 1/27/2Z 233 4 306 405 10 139 1147 2 AM PSCF 0691 0,41 021 0,91 0.91 0941 0.91 o,91 0.91 0.91 0.91 0.91 0,91 0.91 0091 0091 0491 2 AM Existing Peak Season Traffic 2022 212 4 279 369 9 172 1044 2 AM Peak Season Approach Volume 216 647 181 2 AM Link Annual Growth Rate 1,1% 1:1% 1,1% '1.1% 2.4% 2,4% 2.4% 244% 33% 3.3% 303% 3*S% 2 AM Approach Vol Weighted AvgGrowth Rate 242% 12% 12% 21% 2.2% 12% 22% 22% 227% 2:2% 22% 22M 22% 22Yo 22% 21% _11 •.,... .. 11..... .�. �....... m 2 AM Future Background Traffic 2038 299 6 392 520 13 243 1473 2 'AM Project Traffic New - Enter Percent 10 4 114 2 AM Project Traffic New - Enter Volume 605 63 8 2 AM Project Traffic New Exit Percent 10.4 24 2 AM Project Traffic New - Exit Volume 866 90 12 2 AM Project Traffic Total Net New Volume 90 12 53 8 173 2 AM Future Total Traffic 389 18 392 583 21 243 1646 2 intmokatee Rd/Camp Keais Rd PM Raw Count 1/27/22 530 12 185 238 12 389 1365 2 PM PSCF 0491 0191 0191 0.91 0191 0.91 0.91 0,91 0491 0091 0.91 0691 0,91 0091 0191 0.91 o,9i 2 PM Existing Peak Season Traffic 202Z 492 11 168 217 11 354 1243 2 PM Peak -Season Approach Volume 1243 493 365 365 2 PM Uni Annual Growth Rate 111% 11% 101% 1.1% 2.4% 2.4% 2.41% 2,414 3.3% 3.3% 3:3% 3.3% 2 PM Approach Vol Weighted AvgGrowth Rate 2.2% 242% 22% 'U% 2.2% 2.2% 2,2% 12% 12% 2.2% 2.256 12% 12% 12% 2.2'i'u' 2,2te 2 PM Future Background Traffic 2033 680 16 237 306 16 499 1754 2 PM Project Traffic New - Enter Percent 1044 1.4 2 PM Project Traffic New - Enter Volume 1018 105 14 2 PM „ Project Traffic New - Exit Percent 10.4 i,a 2 PM Project Traffic New Exit Volume 143 77 10 2 PM Project TrafficTotal Net New Volume 77 40 106 14 207 2 PM Future TotaITraffic 757 26 237 412 30 499 1961. Trebilcock Consulting Solutions, PA Page � 32 Brightshore Village - SRA - TIS Section 2 - Intersection Analysis -August 2022 Total Value/ Enter Intk Intersection Period Measure/Scenario Total NBU NBL NOT NOR SBU SBL, SOT SBR EBU EBL EBT EBR WBU WBL WBT WBR ing 3 immokalee Rd/dilWell Rd AM Raw Count 1127/22 329 541 115 814 1272 55 3126 3 AM PSCF 0491 021 021 0.91 0.91 0.92 0.91 0,91 "1 0.91 0.91 0.91 0,91 0.91 0091 0.91 0491 3 >AM Existing Peak Season Traffic 2022 299 492 105 741 1155 50 2945 3 AM Peak Season Approach Volume 791 846 1209 3 AM Link Annual Growth Rate 015% 0:590 0,5% 0:5% 2.940 2.9% 2.9?0 2699^o 0396 0,3To 0.3% 0.3% 3 AM Approach Vol Weighted Avg Growth Rate 0.8% OZ% 068% 008% 069% 048% 048% 0.8% 0.8% 04810 0:8% 068% 0,8% as% 0,8% 0.8% _.. �%' 1.1-%11'.11% %.._._ . u , %" ..� _ %%. m I. 3 AM Future Background Traffic 2038 342 562 1.20 846 i323 57 3250 3 AM Project Traffic New - Enter Percent 3 AM Project Traffic New - Enter Volume 605 204 12 3 AM Project Traffic New - Exit Percent 2 33.8 3 'AM Project Traffic New Exit Volume 866 17 293 3 AM Project Traffic Total Net New Volume 204 17 293 12 526 .... Ma. �_,1/,, .1111 ..., ...,...� V� 3 AM Future Total Traffic 546 562 137 1239 1323 69 3776 3 Immokalee Rd/Oil Well Rd PM Raw Count 1/27/22 1085 992 111 493 538 320 3539 3 PM PSCF 0.91 0,91 0,91 0.91 0.91 0.91 0.91 0192 0491 M91 0.91 0.91 0191 0091 0.91 0.91 0191 3 PM Existing Peak Season Traffic 2022 987 903 101, 449 490 291 3221 3 PM Peak5eason Approach Volume 3221 1890 550 781 3 PM UnkAnnual Growth Rate 0.5% 045% OZ% 0.5% =2 50% 2v2% 249% 209% 05% 0.3% 03% 0.3% � 3 PM Approach Vol Weighted AvgGrowth'Rate 0 845 0,8% 04'Kr O.SWri 04% 0099t OA% ots% 0.8% 0,84ru 0489'u 04% 104914 0.8% 0.8% 0.8% 3 PM Future BatkgroundTraffic 2033 1127 I031 115 513 560 332 3678 3 PM Project Traffic New - Enter Percent 3318 3 PM Project traffic New - EnterVolume 1013 344 20 w� 3 PM Project Traffic New - Exit Percent 2 318 3 PM Project Traffic New -ExltVolume 743 15 251 ._ _ _ " H 3 PM Project TrafficTotal Net New Volume 344 15 251 20 630 3 PM Future Total Traffic 1471 1031 130 764 560 352 4309 Trebilcock Consulting Solutions, PA Page � 33 Brightshore Village - SRA - TIS Section 2 - Intersection Analysis -August 2022 Totaf: value/ Enter Intl Intersection Period Measure/Scenario Total NOU NBL NBT NBR SIR.! S8L SOT SBR EBU EBL EDT EBR WBU WBL WBT WBR ing 4 Oil Well Rd/Everglades Bhrd AM Raw Count 1/27/22 110 91 69 46 128 482 115 266 69 17 274 43 1710 H - - � �021 -AM PSCF 031 0191 0.91 0011 0.91 0.91 o.91 0491 0091 0.91 M0.91 0,91 0.91 0,91 0.91 0M 4 AM Existing Peak Season Traffic 2022 100 83 63 42 116 439 105 242 63 15 249 39 1556 4 AM Peak Season Approach Volume 246 597 410 303 4 AM Link Annual Growth Rate 7,7% 7,7% 7,7% 7.7% 2vS% 2.8% 2.89rg IS% 0,3% 0,3% 0.3% 0.3% 57% 5.7% 5.7% 5.7% 4 AM Approach Vol Weighted AvgGrowth Rate 2.8% 18% 2.8910 208% I S% 2.8% 18% .8% 2.8% Lftb 2.8% 2.81N IS% IS% 18% 2.8% _..., ,..��, _ �.I- I I .._,w..., 1.1.r, .._,_... ,m.11 . ......,,II... � % _,__...V.. 4 AM Future Background Traffic 2039 156 730 99 66 181 686 164, 378 99 23 399 51 2432 5.5 4 AM Project Traffic New Enter Percent as 4 AM Project Traffic New - Enter Volume 605 .24 33 A AM Project Traffic Flew_ Exit Percent 5.5 3.9, 4 AM Project Traffic New - Exit Volume 866 48 34 4 AM Project Traffic Total Net New Volume 24 48 34 33 139 4 AM Futufe Total Traffic 156 154 99 114 215 636 164 378 99 23 389 94 2571 4 Oil Well Rd/Everglades Blvd PM R3W Count 1/27/Z2 60 100 38 40 ii1 285 361. 316 90 53 264 40 1728 4 PM PSCF 4.91 0091 0,91 0.91 0.91 OV91 0.91 fl 91 0491 0.91 0.91 0.91 0191 0.91 0191 0.91 0191 4 PM EXisting Peak Season Traffic Z022 55 191 35 36 74 259 329 Z88 82 48 240 36 1573 �.__.__ � a_ ,., _ w a .__,. ». _ _. M , �._. ., __ 4 PM Peak5eason Approach Volume 1573 181 369 699 aid 4 PM LinkAnnual Growth Rate 7;7'% 7;7% 7,7% 73% L15% 2.8% 2.s% 24s%, 0.3% 0.3% 0.3% 0,3% 547% 5.7% 53% 5.7% _ 4 PM Approach Vol Weighted Avg Growth Rate 2.8%,, 2 % 2.819, 2.9% 249% IS% 203% 248% 18% 2.8% 2689L 268% Z 31ra 2*B% 249% 2.8% 4 PM Future Background Traffic 2038 86 142 55 56 '115 405 514 450 128 75 375 55 7.458 4 PM Project Traffic New - Enter Percent 3,9 53 4 PM Project traffic New - Enter Volume 1018 o4O 4 PM Project Traffic New - Exit Percent 5.5 349 4 PM Project Traffic 'New '- Exit Volume 745 41 29 4 PM Project TrafficTotal Net New Volume 40 41 29 56 166 4 PM Future Total Traffic 86 182 5597 145 405 524 450 128 75 375 112 2624' Trebilcock Consulting Solutions, PA Page � 34 erightshore Village - SRA - TIS Section 2 - Intersection Analysis -August 2u22 Total Value/ Enter- Intit Intersection Period Measure/Scenarlo Total NOU NBL NBT NBR SBU SBL SOT SSR EBU EBL EBT EER WBU WBL WET WOR Ing 5 immokalee Rd/Wilson Blvd AM Raw Count 1/27122 277 2 140 21 12 105 20 950 109 197 2774 17 4623 5 AM PSCF 0.91 0031 0091 0.91 0.91 0,92 091 0.91 0.91 091 091 0.91 091 0.91 0.91 0.91 0.91 S AM Existing Peak Season Traffic 2022 252 2 177 19 11 96 18 865 98 179 2524 15 4206 5 `AM Peak Season Approach Volume 381 126 981 2718 5 AM Link Annual Growth Rate 15% 3,5% 15% 0.8% 0,8% ' 0,8% 0,8% 1,4% 1,4% 1.4% 1.496 5 AM Approach Vol Weighted Avg Growth Rate 1:2% 1.2'1$ 1.29E 1.2% 1.2% 3..2% 1.2%, .1.2970 1.2% 1.296 1494 1629E 129E 112"% 1.296 r3*5% �154 - _. 717 AM Future Background Traffic 2038 S05 2 23 13 116 22 1047 119 3055 1E 509i 5 AM Project Traffic New- Enter Percent 7a 209 AM Project Traffic New* Enter Volume 605 49 126 5 AM Project Traffic New - Exit Percent 72 20.9 .. . _7�1 11.11 _ .. n, .. ...... I 5 AM Project Traffic New - Exit Volume 866 68 181 5 AM Project Traffic Total Net New Volume 48 126 68 1&1 423 qlw,1111. .%., � ..... .. .rz„ . 5 AM Future Total Traffic 305 2 202 23 13 116 22 1173 119 295 3236 1S 5514 5 Immokalee Rd/Wilson Blvd PM Raw Count 1/27/22 83 13 281 24 7 33 69 2513 211 136 1136 36 4542 5 PM PSCF 0.91 0491 0091 0,91 0.91 0.91 0.91 0.91 0.91 021 0.91 091 0,91 0491 021 0.91 0492 5 PM EYlsting Peak Season Traffic 2022 16 12 216 22 6 30 63 2287 192 124 1034 33 4135 5 PM Peak5eason Approach Volume 4135 344 58 2542 1191 5 PM Link Annual Growth Rate 3.5% 15% 15% 34590 0.8% 0'*9% 0.8% Oos% 1.4% 1.4% 5 PM Approach Vol Weighted Avg Growth Rate 1.2% 1,2% 1.2% 1.2% 1.2% 1 %, 1.2% 1.2% 1.2% 3 2% 1.2% 1.219, T4114(% 1.2% 1.2% 5 PM Future Background Traffic 2038 92 15 310 27 7 36 76 2768 232 1251 40 5004 5 PM Project Traffic New - Enter Percent 7.9 209 5 PM Project Traffic New - Enter Volume 1018 80 213 5 PM Project Traffic New" Exit Percent 7,9 20.9 5 PM Project Traffic New - Exit Volume 743 59 155 5 PM Project Traffic Total Net New Volume so 113 59 155 507 36 7#06 2991 232 209 1406 40 5511 5 PM Future Total Traffic 92 15 390 27 7 Trebilcock Consulting Solutions, PA Page � 35 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 PM Project Traffic New -Enter Percent c 1 s 35.8 0,0 35.8 L 2,f1 O,D 33.8 ti ma 1w an t 4 Imrnnkalrr ltd 0.0 ]].8 33 8 E r Z&B c o.0 C n.o 20.5 4n 26.8 20.4 73 c Inrroi;3lce Ra = 040 AN) 7.9 3 i o.o a.o o_a I �t ism 4U. � 0.0 ImmokaNe Re .1 2.0 2.0 U.O z s.a a SA 2S4 R 9.4 0.0 9A > Aim 505 4w 5,5 5.5 OH Well Rd n,n Trebilcock Consulting Solutions, PA Page � 36 u Y `� Game FeaIR R41 L0.4 1,a 14 L� Ild l c c 7 t.8 U,S► Ilea x Brightshore Village -SRA - TIS Section 2 -Intersection Analysis -August 2022 O.0 20.9 Immokalce Rd 0.0 0.0 1 Y 35.8 35.8 0,0 s L 4w 33.8 2.0 Irm 20.9 Immakalrc Rd r1.9 Z&S C zg.R 11 a,o 7.9 1 U.0 7.9 3 PM Project Traffic New -Exit Percent ]].� 0A 33.8 E `c u 1 0.0 OD ❑.0 t -°t IQ9 0.0 FU.4 1L C;amo eealt Rd f n3 14 0.0 UC o.n o.o oaf] 40.1 FS.3 11.0 "r7 0.0 10.A 1.4 Immckalcc Rd 15.3 _ c 2 S.d > c Y CIAf1.0 254 11.1> 11B SL8 Y 2 m = •� 9.4 9A r%.0 } L 2.0 3.9 5.5 a.0 0.0 40J U C U.0 L"' lUril Rd 2.0 0.0 F 5,s 0.0 p l Wcll Rd ? `m i7 39 0.0 3.9 Trebilcock Consulting Solutions, PA Page � 37 Brightshore Village — SRA — TIS Section 2 —Intersection Analysis —August 2022 3 r3 1295 946 E E 349 Sn AM Existing Peak Se�strn Tr�ffit +129 214 639 ImmoWlee Fit) 4 12 Q 137 ns 6zi tirj4n*1 f r 236 4 92 _`�i 0 743 105 ,f 1158 180s 419 >>� 42 1.41 126 35 1. 7 W4 Immokalee Rd �bt"r l..t 19 17+2 3729 asax a xix 4) 1Qg1 3R53 is 7"? 7 117 B65 lmmoldFee Rd is m m 30l 669 .. "t 7 4 41 249 �i47 Ii98 14'. ti0 well Rd 24' s ir3 18sl 791 2690 E E 12bB 7>31i ..� y m 7B 143 M ffi 597 2V 39 W 249 r15 650 Cm F 303 341 Ion S3 63 ai 14J�i 745 "0 e�c Trebilcock Consulting Solutions, PA Page � 38 +fit 4VG ft #tU rn 1031 641 384 W E Camp Kcais RJ 3it9 xx 9 463 CE 181 2s2 I 12. n cr y 378 216 594 Q E Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 AM Future Background Traffic v 1 0 0 p m 1454 DW %4jf IL 143 x Rif +I59 +� lamp Keai /� 65 945 S20 392 r 13 6S4 w4 Slr rs?4 0 U C, 2543 296 41 it r 321 0 me 070 125 76 0 2gA 6 ImmolCalre Rd M5 fc r 41 1016 201 307 533 305 035, c w m E 3 S 1365 966 399 Q 1208 933 355' E E 1L 47 u1 389 846 120 � 1323 2062 686 tar 66 23 1016 m zs� 152 a� �e a$ 311.55 Immokalee Rd 1.16, 13 21 r W $514 3 76 1`18Ei 9Z?4 A666 ld 3d��+ 1 1 �i4 IW7 Immokalee RA 1w SSA 1144 461 910 's 13so 1231 � �� .14) Sa7 1972 164 mi I',fi 130 Q9 OJIM?IIRd 378 so '9 �1 71G 9(M 3073 E s11a 385 69S E Trebilcock Consulting Solutions, PA Page (39 +?11 wL4 Ir Old Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 ti U U � �7 307 116 1mmakaFee PQ a 3 13 576 310 216 6 � la E 4m 293 17 IM u im Immoinfee RO fr8 423 M9 114 4x AM prajectTralFFicTotalNetNewVolurne j 204 7.`J3 7(9 497 E a i 0 0 D 253 is 3 90 t *13 ramp Keai�a<t1 22S 63 8 20 747 /� �3 6 / 352 : 132 0 599 15A 0 90 13 Immuk4lcr Rc) 112 � z rG � 220154 374 0 71 1W 173 9 E A 139 82 5T 33 4 34 48 r 8a 1i 0 C 33 ..r... +TH wrinIrl 17 0 dR 0 13 e��l wnn Kit .� 3 114 58 _i Trebilcock Consulting Solutions, PA Page � 40 Brightshore Village —SRA — TIS Section 2 —Intersection Analysis —August 2022 s 194 1s2 41 1B V46 Immokaiee Rd 1.16 13 )1 3Rs 4937 36S1 3Sr9 1 314 1398 4971 J2 31,1`i 2 im 1173 lmmokatee flit 113 411 `ai 9 926 3 AN1 �utureTofial TralFfic 0 0 0 ? 1323 2091 6Bo to IM is5 1070 LA Cm (x1;1 Sl 453 0 wj 27976 0 I77 261 m 326 355 681 r. 14Z7 1015 413 399 215 11t 23 1097 1392 1114And At Ma m I 506 G99 641 n ,Si t 546 SW 1972 1rA vi 1',fs 1% N 011 WHI Rd 378 104z *19 7467 1108 3570 137 40) 746 see E I� B31 63A 1469 Immokalee~ Rd Trebilcock Consulting Solutions, PA Page � 41 +7i1 Welt Itti d 1607 915 G31 1L 743 camp xeai4� R�j i$3 3'J7 C 21 674 1ir1 Ir 410 SB9 1B 1604407 1011 DO E Brightshore Village — SRA — TIS Section 2 — Intersection Analysis — August 2022 S 3 � 1828 550 127E E � 791 ON 449 PM Existing peak Seasc4r, Traffit 167 774 ■ r 293 33 0 101 490 ".11 tf 394 m 855: 225 6a5584 q 825 369 a55 36 240 1785 259 74 36 48 683 j 781 554 5 166 5e 10i4 s 1184 ImmoWee Rd 3(4 67 r AM3756 1146 t193 41 3682 61 76 17 7.56 2287 lmmnkafee Rd 1N2 377 344 666 964 Jlasa Immgkalee Rci AS? N43 1253 3]<, z rr�lw�44�+4 a� 97 MO 2M3 324 ' 359 ziS +71 3S 7[k1 14i1 3B5 `R_e Trebilcock Consulting Solutions, PA Page � 42 �x4 itdCR 4Stl 1zz1 �tt� s1r� 35+1 E `amp Keais Rd 217 1bi I1 544 179 4sz 91 c z, �28 493 721 `c E 3rightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 5 2fl1 74 131 an 251 Immokalee Rd 16 7 27 r 154} d546 1 WF) IN13 4355 if,w xra 31n 2768 Irhmokalee Od 232 39!� A1l nos 3 PM Future Background Traffic 229 SJ 1055 31 � ti 740 n 263 ds n i*�95 537 62A 303 93Z b m 1289 577 712 tm 56 4' 375 560 24139 405 ilr 5fr 4r 75 ifl67 "2 866 5416 ia ■ it r 1146 100 n 5G1 1177 100 1"1 %14 fir 14) 55 011 well Rd 9543 -- n us J158 3231 E 414) M 602 E 1?32 1723 Immokalee RO n Trebilcock Consulting Solutions, PA Page � 43 M ail W'lCktl 17zz �11 11 r9 E 1L d99 E Vamp xeais Rd 3ia} 23/ 16 76T u CO 515 253 680 16 s y 322 6� 1fl18 ° c E Brightshore Village — SRA — TIS Section Z — Intersection Analysis —August 2022 PM ProjettTcaffFc Total Ne! New Volume t a a a _ 183 r rf E 1L 15u + ramp Keaix N1l I270 106 r M 24 4I S &j t IM& U C" 15i, 0 14 303 114 0 10 7I8 259 Q mi 77 it) IMMOWlee RO J4 1111114 M ago 1B3 253 448 120 87 247` 9 E 3 0 630 166 364 A 166 70 E% E � Xi? to55 E 251 15 35 N 41 97 a zrt 0 5% a3it V,++ II !!tl 0 i5 60:1 4njr d1 0 Mil 0 mi do ' 0 0 �a oll v*11 fol 'u ilt p= y Irnmakalee Hill rz }� 154, 7'vt 3" 595 7r3 4(0 69 _w r59 507 4 i5s•4 LA Ca.s 71 �t *1 41 it 7 3 968 8(i 213 lmm6kalee Nil 59 W) 139 Trebilcock Consulting Solutions, PA Page � 44 Brightshore Village — SRA — TIS Section 2 —Intersection Analysis —August 2022 3 c� g 2717 994 E 7Es4 130 14% 9 t41.- 76 L3Y 4p Immokal" Rd :Pr 7 ?7 7 (A 5453 1534 t6S5 4823 If, +)? 1`$ ma z�1 Imnii4kaFee iFd q48 �1'7! 94S 3 PM FutureTotat ?"rafii 4i o n t 384 IM s7 ms 411 tl 854 n 572 45 A Ft 813 567 1380 m IA55 647 809 112 375 560 2073 405 145 97 912 86fi 4ft it PIP 4 % A flin 1471 1041 1938 %1 t)II��IFFtrI q5 z 1? 1314 2 W7 3826 E 357 1823 G 3tIG 153 5 24A1 Immokalee Rd 4 di 116Q 562 �7i1�'J�IIItU fYL17 8G f 8d :r5 8 348 313 671 aak Trebilcock Consulting Solutions, PA Page � 45 E 493 E Vamp Feais HO A1! 237 30 792 S?19 263 757 26 Mm y N 4412 7793 1225 iDO E lill III �j Brightshore Village — MA — TIS Section 2 — Intersection Analysis —August zuzz Everglades Blvd & Oil Well no Intersection MaxTime Basic D�i�ult Timing Sheet CatAratlerNurabar 11� Canlrallar NMI all m4l wq) Evmzfmt^a Mak151, OR WHI ti4 Side St, iveigi saes £rvu" IPAddresz xis-it_1,s NTC1P Redelva Pori a u%ov- 14TCIP Send Pori 161 NTCIP TiMeoul cwj �lni4 P ara�rt$t�rsf QTA"4rjaXlj 6 AURedExIll 0 We seq. 1 Atda Pad Clr t3asaalP Gm Math Frrq, so Pnmary 'tart o ......Red Raven a YaI Ftash Freq, so secarrdaryElan 0 Backup Time "6ff0° Eai Mode " Efl>hlc MCEElloble Enr►liik Fred Seq, Trebilcock Consulting Solutions, PA Page � 47 Brightshore Village — SRA — TIS Section 2— Intersection Analysis —August 2022 Phase Parameters Phases 1 2 3 4 5 6 7 S 9 10 ii 12 13 14 15 i6 17 18 19 20 Walk Time 0 7 0 0 0 0 0 7 0 0 0 0 0 0 0 4 0 0 0 0 Clear Time 0 40 0 0 0 0 0 40 0 0 0 0 0 0 0 4 0 0 0 0 Don't Walk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Min Green 5 21 5 10 5 12 5 10 0 0 0 0 0 0 0 0 0 0 0 0 Passage 1 2 1 2 1 2 1 2 0 0 0 0 0 0 0 0 4 0 0 0 MaxA 20 30 20 , 34 ?0 30 20 30 0 0 0 0 0 0 0 0' 0 0 0 0 MaxI 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MaxI 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Yel Change 4.8 408 4.8 4.8 4*8 4.8 4.8 4A 3 3 3 3 3 3 3 3 3 3 3 3 Red Clear 3.5 345 305 15 345 345 345 3;5 0 0 0 0 0 0 0 0 0 0 0 0 Red Revert 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Added Initial 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max initial 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Time B4 Reduce 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cars 84 Reduce 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0 0 0 0 0 Time To Reduce 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Reduce By 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 „0 0 0 Min Gap 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0 0 =0 0 0 Dyn Max Limit 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dyn Max Step 0 4 4 0 0 0 4 0 4 0 b 0 0 4 4 4 0 0 0 0 Delayed Green 4 0 0r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Ped 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °0 0 0 Alt Walk 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0 0 0 0 0Alt Ped Or 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :0 0 0 Pre Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pre Clearance 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0 0 0' 0 Add Red Clear 0 0 0 0 0 0 0 0 0 4 0 8 4 0 0 0 0 0 0 4 Phases 21 22' 23 24 28 26 27 28 29 30 31 32 33 34 35 38 37 38 38 40 Walk Time 0 0 0 0 0 0 p 0 4 0 0 0 0 0 0 0 0 0 0 _, D Clear Time 0 0 0 0 0 0 0 0, 0 0 b 0 0 0 0 0 a 0 0 0 Don't Welk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Min Green 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 Passage 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °0 0 0 MOXA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max-2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Yel Change 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Red Clear 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 Red Revert 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Added Initial 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0r 0 0 0 0 Max Initial 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Time B4 Reduce 0 0 0 0 4 0 0 4 0 0 0 4 4 0 0 4 4 4 0 Cars B4 Reduce 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 Time To Reduce 0ro 0 0 0 0 0 0 '0 0 d 0 0 0 0 0 -0 0 0 Reduce By 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Min Gap 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dyn Max'Limit 0 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 0 0 Dyn Max Step 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delayed Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Ped 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 Alt walk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Ped Clr 0 0 4 0. 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 Trebilcock Consulting Solutions, PA Page � 48 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 Phase aptions Phases 1 2 3 4 5 6 7 B 9 iq 11 12 13 14 �5 16 17 18 f9 Zq Enable 'X X X X X X X X Auto Flash Ent, X X Auto Flash Exit X V X Non Actuated i Non Actuated 11 . 4 6 A 4 . Non Lock Mem X X X X X X X X Min Veh Recall X X Max Veh Recall Ped Recall Soft Veh Recall Dual Entry X X , Sim Gap Dis Act Rest Walk Cond Service Phases 21 22 23 24 25 26 27 28 29 30 3t 32 33 '34 35 36 37 38 39 40 Enable Auto Flash Ent. Auto Flash Exit Non Actuated t Nor► Actuated 11 Non Lock Mem Min Veh Recall , Max'Veh Recall Ped Recall Soft Veh Recall Dual Entry Sim Gap Dis Act Rest Walk band SeNce Additional PhaseOptions Phases i 2 3 � 5 ti-- 7 8 9 10 fi' 12 13 14 15 18 1? 1$ 19 2q Ped Cir During Yet Ped Cir During Red . Cond Reservice Yet Min Override No Startup Cali Adv. Wam Flasher No Ped Sir Up Call Ped Cir OVTG Flash Exit Call Flash Exit Ped Call Flash Exit Call Flash Exit Call Mint Veh Recall MIn3 VehicleRecall Ped2 Recall Trebilcock Consulting Solutions, PA Page � 49 erightshore Village — SRA — TIS Section 2— Intersection Analysis— August 2022 Phases 2t 22 23 24 25 26 27 28 2J 30 3T 32 33 34 35 36 3f 38 4u Yel Ped Cir Red' Cir Ped Clr ;: Cond Reservice Yel Min Override No start call Adv. Wam Flasher No Ped Startup Cali ed Cir During OVTG Flash Exit Call Flash Exit Ped Call Flash Exit Cali Flash Exit Call Mint Veh'Recall Mina Vehicle Recall Ped2 `Recall Phase Configuration Ph, Startup Ring Ccxicurrent No Served Phases Phs Mi `Oesenpiion 1 Phase Not On 1 516 0 2 Green No Walk 1 516 0 3 Phase Not On -1 748 it 4 Phase Not On 1 1.8 0 5 Phase Not On 2 112 0 6 Green No Walk 2 1,2 0 7 Phase Not On 2 M 0 8 Phase Not On 2 3.4 0 9 None 0 0 10 None 0 0 11 None 0 0 12 None 0 0 13 None 0 0 14 None 0 0 Vi None 0 0 16 None 0 0 17 None 0 0 18 None 0 0 1s None 0 0 20 None 0 0 21 None 0 0 22 None 0 10 23 None 0 0 24 None 4 0 25 None 0 0 26 None 0 0 271 None 0 0 28 None 0 0 a None ° 0 0 30 None 0 0 31 None 0 0 32 None 0 0 33 None 0 0 34 None 0 0 35 None 0 0 36 None 0 0 Trebilcock Consulting Solutions, PA Page � 50 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2u22 37 None 0 0 38 None 0 0 39 None 0 0 40 None 0 0 OV+Lf�B 5 Tral GRN Trait YELIRED1 Trait Wetk 1 Red Cir 1 Walk 2 Ped Clr 2 OLP Type IncludedPhases Modifier Phases Delay Flash Descriptions 1 Off Q 0 0 0 f} 0 0 0 Off Off 0= 0 0 0 0 0 0 0 Off 3 Off 0 0 0 0 0 0 0 0 Off A Off 0 0 0 0 0 0 a 0 Off 3 Off 0 0 6 0 0 0 0 0 Off B Off 0 0 0 0 0 0 0 0 off 7 Off 0 0 0 0 0 0 0 0 Off Off 0 0 0 0 0 0 0 0 Off 9 Off o 0 o 0 0 0 0 0 Off 10 Oft 0 0 0 0 0 a 0 0 Off i i Off 0 0 0 0 0 0 0 0 Off 12 Oft 0 0 0 0 0 0 0 0 Off 13 Off 0 0 0 0 0 0 0 0 Off 14 Off 0 0 0 0 0 0 0 0 Off is Off 0` 0 .0 io 4 0 0 a Off is Off 0 0 0 0 0 0 0 0 Off V off 0Fo 0 0 0 0 a 0 Off 18 Off 0 0 0 0 0 a 0 Off 19 Off t9 00000 0 off 20 Off 0 0 0 0 0 0 0 Off 21 Off 0 0 0 0 0 0 0 Off 22 Off o o 0 o o o o 0 Off 23 Off` o o o o o o o Off 24 Off 0 0 0 0 0 a a 0 Off 25 Off 0 0 0 0 0 0 0 0 Off 26 Off 0 0 0 0 0 0 0. 0 Off 27 Off 0 0 0 0 0 0 0 Off 28 Off 0 0 0 -0 0 0 a Off 29 Oft Fn 0 0 a 0 0 0 0 Off 30 Off a a o o a a o Off 31 Off 0 0 0 1 0 0 0 Off 32 OK 0 0 0 0 0 0 0 0 Off Trebilcock Consulting Solutions, PA Page � 51 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis — August 2022 Sequence Gonfiguratiota Sequence l Sequence 2 Sequence 3 Ring ---' Phases t i, ts,3,4.b 2 5Aa,7,8,b 3 4 5 6 7 8 9 10 11' 12 13 14 15 16 Sequence 5 Ring Phases 1 1,2,a,3;4 b 2 3 4 5 6 7 8 8 10 11 12 13 14 19 16 Ring � Phases 1 f,2.a,3;4,b 2 5,6,a,8,7,b 3 4 5 6 7 8 9 10 11 12 13 14 Ri ng Phases 1 2, i ,a,3, 4 :b 2 3 4 5 6 7 8 9 10 �1 12 13 14 15 16 Sequ+�cice 6 i�tng= Ph��es 1 2,1:a,3,4 b 3 4 5 6 i 8 9 10 i 12 13 14 15 16 Sequence 10 Ring�� Phases 1 2,1:a,3,4.b 2 5;6,e,8,7,b 3 4 5 6 7 8 9 10 11' 12 13 14 Ring Sequence 5 Ring Phases 1 1,2,a,3;4 b 2 3 4 5 6 7 8 8 10 11 12 13 14 19 16 Ring � Phases 1 f,2.a,3;4,b 2 5,6,a,8,7,b 3 4 5 6 7 8 9 10 11 12 13 14 Ri ng Phases 1 2, i ,a,3, 4 :b 2 3 4 5 6 7 8 9 10 �1 12 13 14 15 16 Sequ+�cice 6 i�tng= Ph��es 1 2,1:a,3,4 b 3 4 5 6 i 8 9 10 i 12 13 14 15 16 Sequence 10 Ring�� Phases 1 2,1:a,3,4.b 2 5;6,e,8,7,b 3 4 5 6 7 8 9 10 11' 12 13 14 Ring Ring � Phases 1 f,2.a,3;4,b 2 5,6,a,8,7,b 3 4 5 6 7 8 9 10 11 12 13 14 Ri ng Phases 1 2, i ,a,3, 4 :b 2 3 4 5 6 7 8 9 10 �1 12 13 14 15 16 Sequ+�cice 6 i�tng= Ph��es 1 2,1:a,3,4 b 3 4 5 6 i 8 9 10 i 12 13 14 15 16 Sequence 10 Ring�� Phases 1 2,1:a,3,4.b 2 5;6,e,8,7,b 3 4 5 6 7 8 9 10 11' 12 13 14 Ring Ri ng Phases 1 2, i ,a,3, 4 :b 2 3 4 5 6 7 8 9 10 �1 12 13 14 15 16 Sequ+�cice 6 i�tng= Ph��es 1 2,1:a,3,4 b 3 4 5 6 i 8 9 10 i 12 13 14 15 16 Sequence 10 Ring�� Phases 1 2,1:a,3,4.b 2 5;6,e,8,7,b 3 4 5 6 7 8 9 10 11' 12 13 14 Ring Sequ+�cice 6 i�tng= Ph��es 1 2,1:a,3,4 b 3 4 5 6 i 8 9 10 i 12 13 14 15 16 Sequence 10 Ring�� Phases 1 2,1:a,3,4.b 2 5;6,e,8,7,b 3 4 5 6 7 8 9 10 11' 12 13 14 Ring Sequence 10 Ring�� Phases 1 2,1:a,3,4.b 2 5;6,e,8,7,b 3 4 5 6 7 8 9 10 11' 12 13 14 Ring Ring Phases Sequence 7 Ring' °Phastis 1 1:2,e,4;3,b 2 8,5.a,7,8.b 3 4 5 6 7 8 9 is 1fi 12 13 14 15 16 Sequenceii Ring Phases 2 3 4 5 6 7 8 9 1Q 11 12 13 14 Sec�ue►tce 4 Ring Phases 1 2.1.a;413.b 2 S.S,a,7.8;b 3 4 5. 6 7 8 9 10 11 �3 14 15 16 R(ng ' Pfts 1 2.i:a,4,3,b 2 G.5,a,7,8.b 4 5 6 7 8 9 10 11 12 13 14 iS 16 Sequencel2 Rfng Phases t 2.1,a,4;3�b 3 4 8 6 4 8 9 10 11 12 13 1 �! Trebilcock Consulting Solutions, PA Page � 52 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 Immokalee Rd & Oil Well Rd Intersection MaxTime E3asic Default 'riming S11eet tarlmilarNumDer tc, Controger Namo �,n��e €� I �Ncu Mainst, �-nm -eFil Side tit, Ckl Well w ►P Addm3 16 W «7 ;' 14TCIP Receive Pots Atw+riak NTCJP Senn! Por► 161 NTCJPTJmeoui t*331 5larlup FlnsJt 0 RO Red eAl 0 MCES#q,l i tlutopadCtt Olsohle +3m Flash Fteq. 60 Primary Siam 0 0 0 MU,TiT33i94'* L%"W� MOLE=® Ex1 Rgode Enable Trebilcock Consulting Solutions, PA Page � 53 Brightshore Village — SRA — TIS Section 2— Intersection Analysis —August 2022 Phase Parameters Phases z 3 � 5 6 7 a 0 to 11 12 13 14 15 16 t� is to 2a Walk Time 0. 0 0 7 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Clear Time 0 0 0 33 0 2s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Don't Walk 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 0 0 0 0 0 0 Min Green 5 20 0 5 5 20 3 0 0 0 0 0 0 0 0 0 0 0 0 0 Pas:�age 1 6 0 2 1.5 6 2 0 0 0 0 0 0 0 0 0 0 0 0 0 Max-1 -15 60 0 35 25 60 35 0 0 0 0 0 0 0 0 0 0 0 0 0 Max 2 '0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0. 0 0 0 0 0 Max-3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Yet Change 4.8 4,8 3 4A 4.8 4A 4A 3 3 3 3 3 3 3 3 3 3 3 3 3 Red Clear 2.3 2,3 0 2A 2.3 Z,3 2A 0 0 0 0 0 0 0 0 0 0 0 0ro Red Revert 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :Added Initial 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Initial 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Time B4 Reduce 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cars B4 Reduce 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Time To Reduce 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 0 0 0 0 0 0 Reduce By 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Min Gap 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dyn Max Limit 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dyn Max Step 0' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delayed Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Ped 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Walk a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Ped Or 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pre Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pre Clearance 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Add Red Clearl 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Phases 21 22 23 24 25 26 27 28 29 30 31 32 33 94 35 38 37 38 30 40 Welk Time 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 Clear Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Don't Walk 0 PO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 Passage 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max-1 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 Max-2 a 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 Max-3 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 a 0 Yel Change 3 3 3 3 3 3 3 3 3 3 -3 3 3 3 3 3 3 3 3 3 Red Clear 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Revert 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Added initial 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 Max Initial 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Time B4 Reduce a 0. 0 0 0 0 0 0 0 0 a a o 0 0 0 0 0 0 Cars B4 Reduce 0 0 0 0 0 0' 0 0 0 0 0 0 0 0 0 0 0 0 0 Time To Reduce 0 0 0 FO 0 0 0 0 0 0 0 0 0 0 0• 0 0 0 0 0 Reduce By 0 -0 0 0 0 0 0 0! 0- 0 0 0 0 0 0 0 0 0 0 Min Gap 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dyn Max Limit 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dyn Max Step 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 Delayed Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Ped 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Walk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Ped Cirl 0 0 0 0 0 0 0 0 0 0 0 0 0 0` 0 0 0 0 0 0 Trebilcock Consulting Solutions, PA Page � 54 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 s, Phases 1 2 3 4 5 6 7 i3 9 10 11 12 13 14 15 18 i7 18 19 2tl Enable X X X X X X Auto Flash Ent. X X Auto Flash Exit X X Non Actuated i Non Actuated 11 Non Lock Mem X X X X X Min Veh Recall X X Max Veh Recall Ped Recall Soft Veh Recall Dual Entry X I Ix Sim flap Dis AcURest Welk Cond Service Phases 21 22 23 24 25 26 27 28 29 30 34 32 33 34 35 36 37 38 391 40 Enable Auto Flash Ent. Auto Flash Exit Non Actuated! Non Actuated 11 Non Lock Mem Mini Veh Recall Max Veh Recall Ped Recall Soft Veh Recall Dual Entry Sim Gap Dis Act Rest Walk Cond SenAce Additional Phase Options Phases 1 2 3 4 5 6= 7 8 9 10 fi 12 13 14 15 16 ii ' 18 13 20 Pad Glr During Yel Ped Or During Red Cond Reservice Yet Min Override No Startup Cali Adv, Wam Flasher No Ped Sir Up Call _ Ped Cir OVTG Flash Exit Call Flash Exit Ped Call Flash Exit Call Flash Exit Cell MIn2 Veh Recall Mina Vehicle Recall Ped2 Recall Ell Trebilcock Consulting Solutions, PA Page � 55 Brightshore Village — SRA — TIS Section 2— Intersection Analysis —August 2022 Ph®ses 21 22 23 24 25 26 27 28 2J 30 31 32 33 94 35 36 31 38 39 40 Yet Ped Or Red ClrPed CIF Cond Reservice Yet Min Override No Start Call Adv. Warn Finisher No Ped Startue Call ed Or During OVTG Flash Exit Cell Flash Exit Ped Call A 0 4 w , Flash Exit Call Flash Exit Call Mint Veh'Recall Min3 Vehicle Recall Ped2 Recall Phase Configutation Ph. Startup Ring Ct�eurrent No Served Phases Phs Mi `Description 1 Phase Not Can 1 516 0 2 Green No Walk 1 5,6 0 3 `None 0 0 4 Phase Not On 1 r 0 5 Phase Not On 2 1.? 0 6 Green No Walk 2 142 0 T Phase Not On 2 4 0 8 None 0 0 9 None 0 0 10 None 0 0 11 None 0 0 12 None 0 0 13 None 0 0 14 None 0 0 15 None 0 0 16 None 0 U 17 Norte 0 0 18 None 0 0 19 None 0 0 20 None 0 0 21 None 0 0 22 None 0 10 23 None 0 0 24 None 0 0 25 None 0 0 26 Nona 0 0 27 None 0 0 28 None 0 0 a None 0 0 30 Nazis 0 0 31 None 0 0 32 None 0 0 33 None 0 0 34 None 0 0 35 11 None 0 0 36 None 0 0 Trebilcock Consulting Solutions, PA Page � 56 Brightshore Village — SKA — TI ) Section 2 — Intersection Analysis —August zuzz 37 Alone 0 0 38 None 0 0 39 None 0 0 40 None 0 0 dvefla s Tral ORN Trait 'YEL Tra;f REDI Welfc f Ped CIr 1 1Nai 2 Pei Clr 2 OLP Type Included Phases Modifier Phases Delay Flash Descriptions 1 Off 0 0 0 0 0 0 0 0 Off 2 Off 0� 0 0 0 0 0 0 0 Off 3 4N 0 0 0 0 0 0 0 0 Oft 4 Off 01 0 0 0 0 0 0 0 Oft 5 Off 0 0 0 0 0 0 0 0 Off 8 G)tf 0 U 0 0 0 0 0 0 Off 7 Off 0 0 0 0 0 0V(0) Off 8 Off 0 0 0 0 0 0 0Off 9 Off 0 0 0 0 0 0 0Off 10 Off 0 0 0 0 0 0 0Off 11 Off 0 0 0 0 0 0 0 Off 12 Off 0 0 0 0 0 0 0 0 Off 13 Off 0 0 0 0 0 0 0 0 Off 14 Off 0 0 0 0 0 0 0 0 Off 15 Off 0 0 ,0 10 0 0 0 0. Off 16 Off 0 0 0 0 0 0 0 0 Off 17 Off 0 0 0 0 0 0 0 0 Off 18 Off 0 0 0 0 0 0 0 0 Off is Off 0 0 0 0 -0 0 0 0 off 20 Off 0 0 0 0 0 0 0 0 Off *)i Off 0 0 0 0 0 0 0 0 Off 22 ON 0 0 0 0 0 0 0 0 Oft 23 Off 0 0 0 0 0 0 0 Off 24 Off 0 0 0 0 0 0 0 Off 25 Off 0 0 0 0 0 0 0 0 Off 26 Off 0 0' 0 0 0 0 0 0 Off 27 Off 0 0 0 0 0 0 0 0 Off 28 Off Be 0 0 0 0 0 0 40 Off 29 Off 0> 0 0 0 0 0 Off 30 Off 0 0 0 0 0 0 Oft 31 Off 0= 0 0 0 0 ;,0 0 Off32 Otf 0 0 0 0 0' 0 Off Trebilcock Consulting Solutions, PA Page � 57 Brightshore Village — SRA — TIS Section 2— Intersection Anal ysis —August 2022 Ring Phases 1 1,2,a;4,b 2 3 4 S 8 9 10 11 12 13 14 iS 16 Sequence 5 Ring Phases i 1,2;a,3,4,b 2 65,o,7,8,b 3 4 S 6 7 8 8 10 11 12 13 14 15 16 �11 Ring � Phases 1 1,2.a,3,4,b 2 3 4 5` 6 ? 8 8 10 iT 12 13 14 Ring Aliases 1 2,1,a.3, 4,b 3 4 5 H 9 10 1i 12 13 14 15 16 $egUence 6 Ring- Ph`rses 1 21,1,a.3,4 b 2 3 4 5 6 7 8 9 10 1I. 12 '13 14 15 16 Sequence 10 .Ring Phases 2 5116,a,8,7,b 3 4 5 6 7 S 10 1i 12 13 14 Ring Phases 1 1 2,a,4;',b S,G,a,7.8,b 3 4 5 7 8 9 10 11 2' 13 14 15 16 Sequence 7 Ring 'Phases 1 1:2,a,4,3,b 2 3 4 5 6 7 8 9 io 11 12 !3 14 15 16 5aquencall Ring ----Phases 1 1.2.a,4,a,b 3' 4 5 6 7 8 9 10 i `12 13 14 SaquenCe4 Ring' Phases i 2.i,a,4,3.b 7 S 8 io 11 °12 13 14 15 16 Sequence 8 Ring ' P#rrxses 1 2.1;a,4,3,b 2 G,5,a,7,8.b 3 4 5 6 7 8 9 ifl 11 '12 13 14 15 16 Saquancel2 R(n9 Phases t 2.i,a,413b 3 . 4 5 E 7 8 10 11 12 13 1 �# Trebilcock Consulting Solutions, PA Page (58 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis — August 2022 Immokalee Rd &Wilson Blvd Intersection Max'i`ime 8aslc Default "Diming Sheet Codrollat plumber t CanUbtler Piame r��mc.^ Mlil �, Me1n Sl, mm -� F .Siaasl, tiwwa��u.a IPAddrrss 4#7J71*S NTCIP Raaeiva Pod Aoimi�fii NTCIP Send PM tit NTCIP Thn*mft m s Unit Parume�ers Slarlup flash 6 ANRedEuil p , MCE Seq. ' 1 Auto Ped Cir Dpatde i3m Flash Freq, fin Priman/Sidd 8 Red flevert 4 YeI Flash Fraq So SetondarySled b 'i'IPTlTr1 Ex1 Mada Enable Trebilcock Consulting Solutions, PA Page � 59 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis — August 2022 Phases 1 2 3 � 5 6 7 8 9 10 11 12 13 14 15 16 ii 18 1n 20 Walk Time 0 7 0 7 0 7 0 7 0 0 0 0 0 0 0 0 0 0 0 0 ClearTime 0 22 0 42 0 31 0 39 0 0 0` 0 0 0 0 0 0 0 0 0 Don't Walk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Min Green 5 20 6 6 5 20 5 5 0 0 0 0 0 0 0 0 0 0 0 0 Passage 1 5 1 2 2 5- 2 1 0 0 0 0 0 0 0 0 0 0 0 0 Max 1 15 -60 15 25 25 60 25 15 0 0 0 0 0. 0 0 0 0 0 0 0 Max-2 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 Max-3 0 4 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 4 0 Yel Change 4.8ro 4,8ro 4.$ 4,8 4 8 4.8 3: 3 3 3 3 3 3 3 3 3 3 3 Red Clear 22.6 a 2 2.6 2.5 0 0 0 0 0 0 0 0 0 0 0 0 Red Revert 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,Added Initial 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max initial 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Time B4 Reduce 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cars 84 Reduce 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 Time To Reduce 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Reduce By 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Min Gap 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 Dyn Max Limit 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dyn Max Step 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delayed Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Ped 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Walk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Ped Clr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pre Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pre Clearance 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Add fed clear 0 0 0 0 0 4 n o 0 U o 0 0 0 0 0 © 0 0 Phases 21 ?2 23 24 25 28 27 28 29 30 31 32 33 34 35 38 37 38 39 40 Weik Time 0 0 -0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Clear Time 0FO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Don't Walk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Min Green 0 0 0 0- 0 0 0 0 0 =0 0 0 0 0 0 0 0 0 0 Passage 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 M80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max-2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max-3 0 0 0 0 0 0° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Yel Change 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Red Clear 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Revert .0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 Added Initial 0 0 0FO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Initial 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Time 84 Reduce 0 0 0 r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cars B4 Reduce 0 0 0 0 0 0' 0 0 0 0 0 0 0 0 0 0 0 0 Time To Reduce 0 a 0 a 0 0 0 4 0 0 0 0 0 0 0 0 0 0 Reduce By 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Min Gap 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dyn Max Limit 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dyn Max Step 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delayed Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Ped 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FO 0 0 Alt Walk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 At Ped Cir 0 0` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Trebilcock Consulting Solutions, PA Page � 60 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 Pre Gram 0 b 0 0 0 0 0 0 0 b 0 0 0 0 b 0 b 0 0 0 f'tl✓ Clearance 0 0 p b 0 0 0 0 p p 0 0 0 t) q q 0 0 q 0 Add Red Clear 0 0 0 q 0 0 0 0 0 p 0 0 0 0 0 0 0 0 0 0 Phase Op#inns Phases 1 2 3 4 5_ B- 7 & 9 10 11 12 13 14 -15 i& 1? 1� 1rJ 20 Enable X X X X X X X X Auto Flesh Ent, X X Auto Flash Exit X X Non Actuated! Non Actuated 11 Non lock Mem X X X X X X X X Min Veh Recall X X Max Veh Recall Ped Recall Soft Veh Recall Dual Entry X X X X Sim flap Dis Act Rest Walk Cond Service Phases 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Enable Auto Flash Ent, Auto Flash Exit Non Actuated 1 Alan Actuated 11 Non Lock Mem Min Veh Recall Max Veh Recall Ped Recall Soft Veh Recall Dual Entry Sim Gap Dis Act Rest Walk Cond Service Additional Phase Options Phases 1 2 3 d 5 t3 7 8 9 10 11 12 13 14 15 i6 i7 1$ 1g 2q Ped C!r During Yel Ped Clr During Red Cond Resen ce Yet Min Override No Startup Cali Adv. Wam Flasher No Ped Str Up Cal! Ped Cir OVTG Flash Exit Cats Flash Exit Ped Call Flash Exit Cali Flash Exit Call Mint Veh Recall Mina Vehicle Recall Ped2 Recall Trebilcock Consulting Solutions, PA Page � 61 Brightshore Village — SRA — TIS Section 2— Intersection Analysis —August 2022 Phases 29 22 23 24 25 40 27 2t3 29 30 31 3? 33 34 35 36 37 38 39 40 Yel Ped Clr Red Clr Ped Cir Cond Reserviee Yet Min Override No start Can Ady. Warn Flasher No Ped Startup Call ed Clr During OVTG Flash E20A Cell Flash Exit Ped Cali Flash Exit Can Flash Exit Cali Mint Veh Recall Mina Vehicle Recall Ped2'RecallWIPE _ y Ph. Slartup Ring Concurrent No Served Phases Phs Mi 'Description 1 Phase Not On 1" 5,6 0 2 Green No Walk Li 5,6 0 3 Phase Not On i 8 10 4 Phase Not On 1 7 0 5 Phase Not On 2 1,2 0 6 Green No Walk 2 142 0 7 Phase Not On 2 4 0 8 Phase Not On 2 3 0 9 None 0 0 10 None 0 0 11 Note 0 0 112 None 0 0 13 None 0 0 114 None 0 0 15 None 0 0 161 None 10 0 17 None 0 0 18 None 0 0 19 None 0 0 20 None 0 0 21 None 0 22 None 0 0 23 None 0 0 24 None 0 0 25 None 0 0 26 None 0 0 27 None 0 0 28 None 0 0 29 None- 0 0 30 None 0 0 31 None 0 0 321 None 0 0 33 None 0 0 34 None 0 0 35 None 0 0 36 None 0 0 Trebilcock Consulting Solutions, PA Page � 62 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis — August 2022 37 Pfon 0 0 38 None 0 0 39 None 0 0 40 None 0 0 OVeri� s Trail GRN Trail 'YEL Trail RED Welk f Ped Clr 1 Walk 2 Ped Clr 2 OLP Type . Included Phases Modifier Phases Delay dash Descriptions Oil 0 0 o Q 0 0 0 0 Off 2 Off OtF 0 0 0 0 0 0 Off 3 Off 0 0 0 0 0' 0 0 Off A on 0 0 0 0 0 0 0 Off5 Oft 0 0 0 0 0 0 0 Off6 Off 0 0 0 0 0 0 0 Off 7 Off 0 0 0 0 0 0 0 0 Off a Oft 0 0 0 0 0 0 0 0 Off 9 Off 0 0 0 0 0 0 0 0 Off 10 Off 0 0 0 Cr 0 0 0 0 Off 11 Off 0 0 0 0 0 0 0 0 Off 12 Oft 0 0 0 0 0 0 0 D Off 13 Off 0 0 0 0 0 0 0 0 Off 14 Off 0 0 0 0 0 0 0 0 Off i5 Off 0 0 to 0 o 0 0 0. Off 18 Off 0 0 0 0 0 0 0 0 Off 17 Off 0; 0 0 0 0 0 0 0 Off 18 Off 0 0 0 0 0 0 0 0 ON 19 Oft 0 0 0 0 0 0 0 0 Off 20 Off 0 0 0 0 'o o 0 0 Off 11 Oft 0 p 0 0 0 0 0 0 Off 22 Off 0 0 0 0 4 0 0 0 Off 23 Off 0 0 0 0 0 0 0 0 Off 24 Off 0 o o 0 0 0 0 0 Off 25 Off 0 0 0 0 0 0 0 0 Off 26 Off 0 0 0 0 0 0 0 0 Off 27 Off 0 o 0 0 0 o 0 Off 28 Off 0 0 0 0 ,0 0 0 Off 29 Off0 FO 0 0 0 0 0 0 Off 30 Off 0 0 0 0 0 0 0 Off 31 Off 0 0 0 0 0 0 0 Off 32 Off I 0 1 0 1 0 1 0 a 0 0 0 Off Trebilcock Consulting Solutions, PA Page � 63 Brightshore Village — SKA — TIS Section 2 —intersection Analysis —August 2022 Sequence Configuration Sequence 1 Sequence 2 Sequence 3 Sequence 4 Ring Phases Ring Phases Ring Phases Ring Phases i 1,2,a,3.bA,c 1 211;a.314b 1 1 2,a,4,3b 1 2.i.e,4,3,b 2 5,6,a,8.b,7,c 2 5,6,a,7,8;b 2 5,6*7.8,b 2 5.6,a7.8 b 3 3 3 3 4 4 A 4 5 5 $ $ 6 6 6 8 7 7 7 7 y 9 8 9 10 10 10 10 11 1 T 11 11 12 12 12 12 13 13 13 13 14 14. 14 14 15 15 15 15 16 16 16 16 Sequence 5 Sequence 6 Sequence 7 Sequence 8 Ring` Phases Ring P1raSes Ring 'phases Ring Phases 1 1,2 a 3 4 b 1 2 1ra.3,4 b 1 1.2,a 4,3, ' b i 2.1,a,4,3,b 2 6,5,7a,7,8,b 2 6,5.a.7,8,b 2 6.5.a;7,8.b 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 7 7 7 7 8 8 8 8 }3 8 9 9 10 10 10 10 11 li 1i 1i 12 12 12 12 13 13 13 13 14 14 14 14 15 15 15 15 16 16 16 L 16 Sequence Sequence lil _ Sequence li _ Sequence 12 Ring Phases Ring Phases Ring Phases Ring. Phases t 112,a,314,b i 2,1.a,3,4,b 2 5,6,a,8,7,b 2 5,6.a,8,7,b 2 56.0.7,b 2 5,t3,e,8<7,b 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 7 7 7 7_ 8 8 8 8 9 3 9 3 10 10 10 10 1i 11 11 11 12 M14 12 12 13 13 13 14 F 14 Trebilcock Consulting Solutions, PA Page � 64 Brigntsnore Village — SKA — TIS Section 2 — Intersection Analysis — August 2022 A��endix E: Intersection Truck Volume Evaluation Trebilcock Consulting Solutions, PA Page (65 ro Intersection Approach Existing Year {2022) Peak Season Build -Out Year {2038) -Peak Season Total AM Pk Hr Vol. AM Pk Hr Truck % AM Pk Hr Truck Vol. Total PM Pk Hr Vol. PM Pk Hr Truck % PM Pk Hr Trucic Vol. Total AM Pk H r Vol. AM PI< Hr Truck % AM Pk Hr Truck Vol. Total PM Pk Hr Vol. PM Pk Hr Truck % PM Pk Hr Truck Vol. WB 385 6.6% 25 231 6.7% 15 617 4.0% 25 471 4.0% 19 Everglades Blvd & EB 210 6.5% 14 904 4.1% 37 638 4.0% 26 1535 4.0% 61 Immokalee Rd NB 148 8.0% 12 226 6.9% 16 355 4.0% 14 567 4.0% 23 NB 216 7.2% 16 493 3.0% 15 407 4.0% 16 783 4.0% 31 Immokalee Rd & SB 647 12.4% 80 385 6.4% 25 975 9.0% 88 649 4.0% 26 Camp Keais Rd WB 181 10.1% 18 365 8.0% 29 264 7.0% 18 529 6.0% 32 NB 791 5.6% 44 1890 1.6% 30 1108 4.0% 44 2502 4.0% 100 Immokalee Rd & SB 846 4.4% 37 550 4.0% 22 1276 4.0% 51 894 4.0% 36 Oil Well Rd WB 1208 2.5% 30 781 4.1% 32 1392 4.0% 56 912 4.0% 36 NB 246 7.0% 17 181 13.6% 25 409 5.0% 20 323 8.0% 26 Everglades Blvd & SB 597 2.9% 17 369 3.4% 13 1015 4.0% 41 647 4.0% 26 Oil Well Rd WB 303 2.4% 7 324 7.3% 24 506 4.0% 20 562 5.0% 28 EB 410 8.4% 34 699 4.7% 33 641 6.0% 38 1092 4.0% 44 NB 381 3.6% 14 344 5.3% 18 509 4.0% 20 497 4.0% 20 Wilson Blvd & SB 126 2.9% 4 58 1.6% 1 152 4.0% 6 70 4.0% 3 Immokalee Rd WB 2718 2.4% 65 1191 3.4% 40 3539 4.0% 142 1655 4.09/. 66 EB 981 7.59/. 74 2542 2.4% 61 1314 6.0% 79 3289 4.0% 132 T� ti Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August zuzz Intersection .nalysesSynchro Trebilcock Consulting Solutions, PA Page � 67 Brightshore Village —,)RA — W> Section 2 —in te ection Analysis —August zuzz Immokalee Rd & Everglades Blvd Intersection HCM f;th TWSC 1: Everglades Blvd & Immokalee Rd 06/2112022 Intersection Int Dday, slveh 3.3 Movement EBT EBR WBL WBT NBL NBR ;�, ;�; Lane Configurations T r t r Traffic Vol, veh/h 180 30 48 337 92 56 Future Vol vehlh 180 30 48 337 92 56 Conflicting Peds, Or 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 225 325 - 0 210 'eh in Median Storage, # 0 - 0 0 - Grade, % 0 - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 5 18 21 5 5 13 Mvmt Flow 191 32 51 359 98 60 Major/Minor Majors Maja2 Minorl ContlictingFlowRll 0 0 223 0 G52 191 Stage 1 - - - 191 Stage 2 - - - - 461 Cntical Hdwy 4,31 6.45 6,33 Criticd HdNy Stg 1 - - - - 5,45 - Critical Hdwy Stg 2 - - - 5A5 Fdlow-up Hdwy - - 2.389 3.545 3,417 Pot Cap-1 ManeLNef - - 1241 428 823 Stage 1 - - - 834 - Stage 2 - - - 629 Platoon blacked, % - Mov Cap-1 Maneuver - 1241 410 823 Mov Cap-2 ManeUVer - - 410 - Stage 1 - - 834 - Stage 2 - 603 Approach EB WB NB NCM Control Delay, s 0 1 13.9 HCM LOS B Minor Lane/Major Mvml NBLn1 NBl-n2 EBT EBR WBL WBT Capacity (vefUh) 410 82.3 - - 1241 - HCM Lane V1C Ratio 0.239 0.072 - - 0.041 - HCM Control Delay (s) 1645 97 - - 8 HCM Lane LOS C A - A NCM 951h O/dile Q(veh) 0.9 0.2 - - 01 h7imokalee -Everglades 2022 AM Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page � 68 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 HCM 6th TWSC 1: Everglades Blvd & Immokalee Rd 06121/2022 Inlerser,Gon Int Delay, slveh 4.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations t r '� t '� r Traffic Vol, vehlh 245 41 65 459 125 76 Fulure Vd, vehlh 245 41 65 459 125 76 Conflicting Peds, Whr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 225 325 0 210 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 0 0 - Peak Hour Factor 94 94 94 94 94 94 HeavyVehides, % 4 4 4 4 4 4 Mvmt Row 261 44 69 488 133 81 Major/Minor Majorl Major2 Minor1 Conflicting Row All 0 0 305 0 887 261 Stage 1 - 261 Stage 2 - - - 626 Critical Hdwy - - 4.14 6,44 6.24 Critical Hdwy Stg 1 - - 5,44 Critical Hdwy Stg 2 - - - 5.44 Fdlow-up Hdwy 2,236 3.536 3.336 Pot Cap-1 Maneuver - - 1244 - 312 773 Stage 1 - 778 - Stage 2 - - 529 Fiatoon hocked, % Mov Cap-1 Maneuver 1244 295 773 ov Gap-2 Maneuver 295 Approach EB WB NB HCM Control Delay, s 0 1 20.5 HCM LOS C Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (vehlh) HUM Lane VIC Ratio HCM Contrd Delay (s) HCM Lane LOS MCM 95th %tile Q(veh) 295 773 1244 - - - 0.451 0.105 - - 0.056 - 26.8 10.2 8.1 D B - A 2.2 0.3 0.2 Immokale-e - Evergladas 2038 AM 5ynchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page � 69 Brightshore Village - SRA - TIS Section 2 - Intersection Analysis -August 2022 Lanes, Volrames, Tirnings 1 : Everglades Blvd Irnmokalee Rd 0612112022 Lane Group EBT EBP, WBL Ur1BT NBL PlBR Lane Configurations t r T ' r Traffic Volume (vph) 245 41 65 459 125 76 Future Volume (vph) 245 41 65 459 125 76 Ideal Flowrphpl) 1900 1900 1900 1900 1900 1900 Storage Length fit) 300 380 0 210 Storage Lanes 1 1 1 1 Taper Length fit) 50 0 Lane LRil _ Factor 1.00 1.00 1.00 1.00 1.00 1,00 Frt O'850 O'v50 FIt Protected 0.950 0.950 Satd. Flow (prot) 1327 1663 1736 1 �27 1736 1553 Fit Permitted 0.593 0.950 Satd, Flow Qoerrn) 1827 1553 1092 1U27 1736 1563 Right Turn on Red Yes Yes Satd. Flow (RTOR) 81 Link Speed (mph) 55 55 45 Link Distance fit) ion 949 621 Travel Time (s) 13.4 11'8 9A Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (VA) 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 261 44 69 480 133 $i Shared Lane Traffic (°fo) Lane Group Flow (vph) 261 44 69 40 133 Ui Turn Type NA prn-rov Perm NA Prot Perm Protected Phases 6 4 2 4 Permitted Phases 6 2 4 Detector Phase 6 4 2 2 4 4 Switch Phase blinimurrr Initial (s) 20.0 10.0 2000 20.0 10.0 10.0 Minimum Split (s) 27.5 23.5 27.5 27.5 23.5 23.5 T tal Split (s) 70.0 50.0 70.0 70.0 60.0 50.0 Total Split (°/6) 5U% 41 .7% Wa% 58.3% 417% 41.7% Maximum Green (s) 62.5 43.2 62.5 62.5 43.2 43.2 t(ellow Time (s) 5.5 4.8 5.5 5.5 0 4.8 l;1kRed Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) O.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.5 6.8 7.5 7.5 6.3 6.3 LsadlLag Lead -Lag Optirnize? 1+'ehicle EMension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Min None Min Min None None Act Effct Green (s) 22.5 47.7 22.5 2205 1U.8 10.8 Actuated g1C Ratio 0.47 1.00 0.47 0.47 0.23 0.23 v1c Ratio 0.30 0.03 0.13 0.57 0.34 0.20 Control Delay 9.3 0.0 3A 1206 17.8 5.9 O,ueue Delay 0.0 0.0 0.0 0.0 0.0 O.0 Total Delay 9.3 O.0 8A 12.6 17.8 5.9 LOS A A A B B A approach Delay 7.9 12.1 13.3 ImmoKalee -Everglades 2038 AM Improved Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Brightshore Village — SRA — TIS Section 2 — Intersection Analysis — August 2022 Lanes, Volumes, Tirnings 1: Everglades Blvd Immokalee Rd nsr�1r2o22 Lane Uroup EET EBP, 111i BL '�fiIBT PJBL tJBR -_:3 A{iproarh LOS A B B Queue Length 50th fit) 39 0 9 85 2S 0 Queue Length 95th fit) 85 Ca 29 176 71 25 Internal Link Dist fit) 1003 869 641 Turn Bay Length (ttt) 300 380 210 Base Capacity (vph) 1827 1625 1092 1827 1582 1423 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap R.edLictn 0 0 0 0 0 0 Reduced vlc Ratio 0.14 0.03 0.06 0.27 0.08 0.06 Summa Area Type: Other Cycle Length:120 Actuated Cycle Length: 47.7 Natural Cycle: 55 Control Type: Semi Act-Uncoord blaximurn vic Ratio: 0.57 Intersection Signal Delay: 11.1 Irrtersection Capacity l.tilization 59.8°l0 Analysis Period (min)15 Inter.:ection LOS: B ICU Level of Ser�ire B Immokalee - Ev�englades 2038 AM Improved Synchro 11 R.eport Page 2 Trebilcock Consulting Solutions, PA Page � 71 Brightshore Village - SRA - H.) Section 2 -In tersection Analysis -August 2022 Lanes, Volumes, Tirnings 1 . Everglades Blvd & Irnmokalee Rd 06/22/2022 Lane Group EBT EBR UUBL U�1BT tJBL PJBR Lane Configurations t r t r Traffic Volume (vph) 377 261 65 552 279 76 Future Volume (vph) 377 261 65 552 279 76 Ideal Flow (uphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 225 325 0 210 Storage Lanes 1 1 1 1 Taper Length fit) 50 0 Lane Util_ Factor 10 1400 1600 1.00 1000 1400 Frt 0.850 0.850 Fit Protected 0.950 0.950 Satd. Flow (prot) 1827 1553 1736 1827 1736 1553 Fit Permitted 0.497 0,950 Satd. Flow (perm) 1827 1553 908 1827 1736 1563 Right Turn on Red Yes Yes Satd. Flo w(RTOR) 81 Link Speed (mph) 55 55 45 Link Distance (ff) 1083 949 621 Travel Time (s) 13.4 11,8 9A Peak Hour Factor 0,94 0.94 0,94 0.94 0.94 0494 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% Adj, Flow ph) 401 278 69 587 297 81 Shared Lane Traffic (°fo) Lane Group Flow (bph) 401 278 69 587 297 81 Tum Type NA pm-rov Perm NA Prot Perm Proteled Phases 6 4 2 4 Permitted Phases 6 2 4 Detector Phase 6 4 2 2 4 4 Switch Phase Minimum Initial (s) 20.0 10.0 20.0 2000 10.0 10.0 Minimum Split (s) 27.5 23.5 27.5 27.5 23.5 23.5 Total Split (s) 70,0 50.0 70.0 70.0 60.0 50.0 Total Split (°r0) 58.3% 41 ,7% 58.a% 6U% 41,7% 41.7% blaximum Green (s) 62.5 43.2 6 2, 6 62.5 43.2 43.2 Yellow Time (s) 5.5 4 a 5.5 5.5 4.8 4,8 AJI-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.5 6.8 7.5 7.5 6.8 6.8 LsadlLag Lead -Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Min None Min Min None None Act Effct Green (s) 27.1 59.2 271 27.1 17.0 17,0 Actuated g1C Ratio 0,46 1,00 0,46 0,46 0,29 0129 v1c Ratio 0.48 0.18 0.17 0,70 0.60 0,16 Control Delay 14.0 0.3 11.6 18.8 24.6 5.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 14.0 0.3 11.6 18.3 24.6 5.9 L08 B A B B C A approach Delay 8A 18.1 20.6 Imrnokalee -Everglades 2038 Ab1 Improved w PJ Synchro 11 Report Page 1 Trebilcocl< Consulting Solutions, PA Page 172 Brightshore Village — SRA — TIS Section 2 —Intersection Analysis —August 2u22 Lanes, Volumes, Timings 1 : Everglades Blvd & Immokalee Rd 060r2022 Lane Gaup EBT EER SNBL UiJ6T r•JEL r•16R A{cproach LOS A B C Queue Length 50th fit) 87 0 13 147 82 0 Queue Length 95th fit) 1" 0 42 328 202 29 Internal Link Dist (ft) 1003 869 641 Turn Bay Length (it) 226 32210 Base Capacity (tiph) 1717 1518 853 1717 1335 1212 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced vle Ratio 0.23 0.18 0.08 0.34 0.22 0.07 Intersection Summary Area Type: Other Cycle Length:120 Actuated Cycle Length: 59.2 Natural Cycle: 60 Control Tppe: Semi Act-Uncoord t�taximum vic Ratio: 0.70 Intersection Signal Delay:14.8 Intersection Capacity Uilization 70:1% Analysis Period (min)15 Intersection LOS: B ICI.r Level of Senrire C Immokalee - Everglades 2038 AM Improved w PJ Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page � 73 Brightshore Village - SRA - TIS Section 2 -In tersectlon Analysis -August 2022 Lanes, Volrames, Tirnings 11 Everglades Blvd & Irnmokalee Rd 06122r2022 _Lane Grnup EBT EBR UUBL Ur+BT NBL hJBR Lane Configurations t r t Traffic Volume (vph) 377 261 65 552 279 76 FUture Volume (vph) 377 261 65 552 279 76 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (Tt) 300 390 360 210 Storage Lanes 1 1 1 1 Taper Length V) 50 50 Lane LRil. Factor 1.00 1,00 I.00 1.00 0.97 1.00 Frt 0.850 0.850 FIt Protected 0.950 0.950 Satd. Flow (prot) 1827 1553 1736 1827 3367 1553 FIt Permitted 0.526 0.950 Satd. Flow (perm) 1827 1553 961 1827 3367 1663 Right Turn on Red Yes Yes Satd. Flow (RTO R) 81 Link Speed (mph) 55 55 45 Link Distance (Tt) 1083 949 621 Travel Time (s) 13A 11.8 9A Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (°%o) 4% 4% 4% 4% 4% 4% Adj. Flow ph) 401 278 69 587 297 81 Shared Lane Traffic (°/6) Lane Group Flow (vph) 401 278 69 587 297 81 Turn Type NA pm- ov Perm hJA Prot Perm Protected Phases 6 4 2 4 Permitted Phases 6 2 4 Detector Phase 6 4 2 2 4 4 Switch Phase tulinimum Initial (s) 2060 10.0 20.0 2090 10.0 10,0 Minimum Split (s) 27.5 23.5 27.5 27.5 23.5 23:5 Total Split (s) 92,() 28.0 92.0 92.0 28.0 28A Total Split (�/6) 76.7% 23.3% 76.7% 76.7% 23.3% 23.3% Maximum Green (s) 84.6 21.2 84.5 84.5 21.2 21.2 llow Time (s) 5.5 4.8 5.6 5.5 4.8 4.$ A1kRed Time 0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.5 6.8 7.5 7.5 6.8 6.8 LeadiLag Lead -Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Colin None Min Min None None Act Effct Green (s) 24.1 49.7 24.1 24.1 11.1 111 Actuated g1C Ratio 0.48 1.00 0.48 0.48 0.22 0.22 ulc Ratio 0.46 0.18 0.15 0.66 0.40 0.20 Control Delay 102 0.3 7.9 13.9 19.3 6.9 Queue Delay 0.0 0.0 0.0 0A 0.0 0.0 Total Delay 10.3 0.3 7.9 13.9 19.3 6.9 LOS B A A B B A pproach Delay 6.2 13.3 16.7 Immokalee -Everglades 2038 Ah,1 Improved w PJ Improved Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page 174 Brightshore Village — SRA — TIS Section 2 —in tersection Analysis — August 2022 Lanes, Volumes, Timings 1: Everglades Blvd & Immokalee Rd 0612M022 Lane Glnup EBT E6R f�1BL U'tt6T PJBL hd6R d A,proach LOS A B B Queue Length Stith fit) 65 0 10 110 35 0 Queue Length 95th (Tt) 132 0 29 218 81 29 Internal Link Dist (ftt) 1003 869 641 Turn Bay Length (ft) 300 390 360 210 Base Capacity (rph) 1827 1553 961 1827 1460 719 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap RedUctn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced vle Ratio 0.22 0.19 0.07 0.32 ON 0.11 Intersection 5utnrrra�y :� Area Type: Other Cycle Length:120 Actuated Cycle Length: 49.7 Natural Cycled 60 Control Type: Semi Act-Uncoord Maximum v1c Ratio: 0.66 Intersection Signal Delay: 11.2 Intersection LOS: B Intersection Capacity utilization 63.U°l° ICU Level of Senrire B Analysis Period (min)15 and Phases: 1: 'M'1r3o Blvd &Immokalee Rd 13� Immokalee -Everglades 2038 AM Improved w PJ Improved Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page � 75 Brightshore lloge —.)RA — TIS Section 2 —in te ecti on Analysis — August 2022 HCM 6th TWSC 1: Everglades Blvd & Immokalee Rd 06121/2022 Intersection Int Delay, slveh 8.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T ;f vi 44 vi 71 Traffic Vol, vehlh 510 394 64 167 193 33 Future Vol, vehlh 510 394 64 167 193 33 Conflicting Peds, Whr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 225 325 - 0 210 Veh in Median Storage, # 0 0 0 - Grade, % 0 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 7 9 6 7 8 Mvmt Row 567 438 71 186 214 37 MalorlMinor Ma1or1 Mator2 Mlnor1 Conflicting FIoUvAll 0 0 1005 0 895 567 Stage 1 - - 567 - Stage 2 - - - 328 - Chbcal Hdwy - 4.19 6.47 6.28 Griticd Hdwy Stg 1 - 6A7 - Critical Hdpiy Stg 2 - - - 5.47 - Fdlow-up HcWy 2.281 - 3.563 3.372 Pot Cap-1 Maneuver - - 662 - 305 512_ Stage 1 - - 558 - Stage 2 - - - - 719 - Platocn blocked, % - Mov Cap-1 Maneuver - - 662 - 272 512 Mov rAp-2 Maneuver - - 272 - Stage 1 - - 558 - Stage 2 - 642 - HCM LOS E Minor LanelMaior Mvmt NBLni NBLn2 EBT EBR WBL WBT Capacity (vehlhj 272 512 - - 662 - HCM Lane VIC Ratio 0.788 0.072 - - 0.107 - HCM Confrd Delay (sj 54. i 12.6 - - 11.1 - HCM Lane LOS F B - B - HCM 95th %tile Q(veh) 6.1 0.2 - 04 Immofialee - Everglades 2022 PM Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page � 76 Brigntshore Village — SRA — "S Section 2 —in te ectlon Analysis —August 2022 HCM 6th TWSC 1: Everglades Blvd & Immokalee Rd 06/21/2022 hitersecGon Int Dewy, slveh 50 Movement EBT Lane Configurations T Traffic Vol, vehlh 695 Future Vol, vehlh 695 Conflicting Peds, Whr 0 Sign Control Free RT Channelized - Storage Length - Veh in Median Storage, # 0 Grade, % 0 Peak Hour Factor 94 Heavy Vehicles, % 4 Mvmt Row 739 EBR WBL WBT IJBL NBR r t r 537 87 228 263 45 537 87 228 263 45 0 0 0 0 0 Free Free Free Stop Stop None - None - None 225 325 - 0 210 0 0 - 0 0 94 94 94 94 94 4 4 4 4 4 571 93 243 280 48 Ma1orlMmor Majorl Malor2 Minorl � i Conflicting Flow All 0 0 1310 0 1168 739 Stage 1 - 739 - Stage 2 - - 429 - Critical HdNy 4.14 6,44 6,24 Critical Hdwy Stg 1 - - - 5.44 - CriGcal HdNy Stg 2 - - 5.44 - Fdlow-up Hdwy - 2,236 3.536 3.336 Pot Cap-1 Maneuver - - 522 - - 212 414 Stage 1 - 469 Stage 2 - - - - 652 - Platoon hocked, % - Mov Cap-1 Maneuver 522 - � 174 414 Mov Cap-2 Maneuver - --174 - Stage 1 - - 469 - Stage 2 536 HCM LOS F Minor Lane/MaiorMumf NBLn1 NBLn2 EBT EBR WBL WBT Capacity (vehlh) 174 414 - - 522 - HCM Lane V1C Ratio 1.608 0.116 - - 0.177 - HCM Contrd Delay (s) S 346 14.8 - - 13.4 - HCM Lane LOS F B - - B - HCM 95th %tile Q(veh) 188 0A 0.6 Notes -: Volume exceeds capacity 6: Delay exceeds 300s +� Computation Not Defined All major Vrolume in platoon Immokalee -Everglades 2038 PM Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page � 77 Brightshore Village - SRA - TIS Section 2 - Intersection Analysis -August 2022 Lanes, jJolumes, Timings 1 : Everglades Blvd & Immokalee Rd 060/2022 Lane Group EBT EBR UU�L UtrBT NBL NBR Lane Configurations t r ►j T r Traffic %Jolurne (vph) 695 537 87 228 263 45 Future Volume (vph) 695 537 87 228 263 45 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (fit) 300 380 0 210 Storage Lanes 1 1 1 1 Taper Length g) 50 0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Fit 0.850 0.850 Fit Protected 0,950 0.960 Satd. Flow (prot) 1827 1553 1730 1827 1736 1563 Ftt Permitted 0.208 0.950 Satd. Flow (perm) 1827 1553 380 1827 1736 1553 Right Turn on Red Yes Yes Satd. Flow (RTO R) 48 Link Speed (mph) 55 55 45 Link Distance (fit) 1083 949 621 Travel Time (s) IaA 11.8 9A Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0,94 Heavy Vehicles (�/o) 4% 4% 4% 4% 4% 4% Adj. Flow (prph) 739 671 93 243 280 48 Shared Lane Traffic (°/6) Lane Group Flow (tiph) 739 671 93 243 280 48 Turn Type NA prn+ov Perm NA Prot Perm Protected Phases 6 4 2 4 Permitted Phases 6 2 4 Detector Phase 6 4 2 2 4 4 Switch Phase blinimum Initial (s) 2040 10.0 20.0 20.0 10.0 10.0 Minimum Split (s) 27.5 23.5 27.5 27.5 23.5 23.5 Total Split (s) 70.0 50.0 70.0 70.0 50.0 50.0 Total Split (°/6) 58.3% 41 .7% 6U% 58.3% 41.7% 41.7% MaArnurn Green (s) 62.5 43.2 62.5 62.5 43.2 43.2 Yellow Time (s) 5.5 4.8 5.5 5.5 4.8 4.8 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.5 6.8 7.5 7.5 6.8 6.8 LeadlLag Lead -Lag Optimize? Vehicle Ekension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Min None Min Min None None Act Effct Green (s) 34.7 69.6 34.7 34.7 19A 19.4 Actuated g1C Ratio 0.50 1.00 0.50 0.50 0.28 0.28 vlc Ratio 0,$1 0 v7 0.49 0.27 0.58 0.10 Control Delay 23.2 0.7 22.9 11.2 29.0 8.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 23.2 0.7 22.9 11.2 29.0 8.2 L03 C A C 0 C A Approach Delay 13.4 14.5 26.0 Immokalee -Everglades 2038 PM Improved Synrhro 11 Report Page 1 Trebilcock Consulting Solutions, PA Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August zuzz Lanes, Volumes, Timings 1 : Everglades Blvd & Immokalee Fed 06012022 ane Croup EDT EBR VYBL In.+BT NBL NBR pproach LOS B B C Queue Length 50th 0) 234 0 23 53 95 0 Queue Length 95th [fit) 40 0 82 121 235 26 Internal Link Dist fit) 1003 M 641 Tum Bay Length fit) 300 no 210 Base Capacity (Th) 1691 1542 331 1691 1167 1060 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Peductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced vic Ratio 0.46 0.37 022 0.15 0.24 0.05 Intersection 5ummar Area Type: Other Cycle Le110th:l2G Actuated Cycle Length: 69.6 Platural Cycle: 60 Control Type: Semi Act-Uncoord Maximum vic Ratio: 0.:a1 Intersection Signal Delay: 15 6 Intersection LOS: B Intersection Capacity Ltilization M0% ICU Level of Service E Analysis Period (min)15 S life and Phases: 1: Everglades Blvd &Irnmokalee Rd +1- 02 =V� 04 �JO Immokalee - E��er�lades 2438 Pt�1 Improved Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page � 79 Brightshore Village - SRA - TIS Section 2 -intersection Analysis -1-August 2022 Lanes, Volumes, Timings 1 : Everglades Blvd & Immokalee Rd 0612112022 Lane Group EBT EBR 1NBL >ntB.T NBL IJBR Lane Configurations t r '� I r Traffic %Jolurne (tiph) 809 726 87 384 522 45 Future Volume (vph) 809 726 87 384 522 45 Ideal Flow phpl) 1900 1900 1900 1900 1900 1900 Storage Length (ff) 225 325 0 210 Storage Lanes 1 1 1 1 Taper Length Qt) 50 0 Lane Uil. Factor 1.00 1000 1.00 1.00 1.00 1.00 Fit 0.850 0.060 Fit Protected 0,950 0.950 Satd. Flow (prat) 1827 1553 1736 1827 1736 1563 FIt Permitted 0.108 0.950 Satd. Flow (perrn) 1827 1553 197 1827 1736 1553 Right Turn on Red Yes Yes Satd, Flow (RTOf 38 Link Speed (mph) 55 55 45 Link Distance (tt) 1083 949 621 Travel Time (s) 13.4 11.8 9.4 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% Aclj. Flow (Vph) 861 772 93 409 555 48 Shared Lane Traffic (°%o) Lane Group Flow (vph) 861 772 93 409 555 40 Turn Type NA pm4ov Peron NA Prot Perm Protected Phases 6 4 2 4 Permitted Phases 6 2 4 Detector Phase 6 4 2 2 4 4 Switch Phase Minimum Initial (s) 20.0 10.0 20.0 20.0 10.0 10.0 Minimum Split (s) 27.5 23.5 27.5 27.5 23.5 23.5 Total Split (s) 70.0 50.0 70.0 70.0 60.0 50.0 Total Split (%) 58. % 41 .7% 58.3% 58.3% 41,7% 41.7% Maximum Green (s) 62.5 43.2 6206 62.5 43.2 43.2 Yellow Time (s) 5.5 4 a 5.5 5.5 4.8 4.8 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.5 6.8 7.5 7.5 6.8 6.8 LeadlLag Lead -Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Min None Min Min None None Act Effct Green 0) 62.6 117.5 62.6 62.6 40.6 40.6 Actuated gJC Ratio 0.53 1.00 0.53 0.53 0.35 0.35 v1c Ratio 0.88 0.50 0.89 0.42 0 �"a 0.09 Control Delay 37.5 1.1 93A 18.7 60.1 10.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.5 1.1 93.4 18.7 60.1 10.7 L06 D A F B E B Approach Delay 20.3 32.6 56.2 Immokalee - Everglades 2038 PM Improved w PJ Synchro 11 Report Page 1 Trebilcocl< Consulting Solutions, PA Page � 80 Brightshore Village — SRA — ".) Section 2 — Intersection Analysis —August zuzz Lanes, Volumes, Timings 1 : Everglades Blvd & Immokalee Rd 060r2022 Lane Glnup A{�proach LOS Queue Length 50th fit) Queue Length 95th fit) Internal Link Dist fit) Turn Bay Length fit) Base Capacity (vph) Starvatlon Cap Reductn Spillbac{; Cap Reductn Storage Cap Reductn Reduced vk Ratio Intersection 5ummar EBT EBR UitBL UUBT NBL NBR C C E 583 0 63 10 401 5 # 366 0 M 78 269 #f508 31 1003 869 641 226 325 210 973 1640 104 973 639 595 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.8$ 0.50 0'"0.42 0.87 ON Area Type: Other Cycle tpngth:120 Actuated Cycle Length: 117.5 fJatural Cycle: 90 Control Type: Semi Act-Uncoorcl Maximum vk Ratio: 0.93 Intersection Signal Delay:30.5 Intersection LOS: C Intersection Capacity Utilization 106.3% ICU Level of Service G Analysis Period (min)16 95th percentile volume exceeds capacity, queue may be longer Queue shown is maximum after two cycles. Splits and Phases: 1: Eueralades Blvd &Imrnokalee Rd y4-- OZ � 6� 7ti� s' S Imrnokalee -Everglades 2038 PM Improved w F'J Synrhro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page � 81 Brightshore Village -SRA - TIS Section 2 -intersection Analysis -August 2u22 Lanes, Volumes, Timings 1 : Everglades Blvd & Immokalee Rd 06t2112022 Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Row (rphpl) Storage Length (ff) Storage Lanes Taper Length fit) Lane LAil. Factor Fit Fit Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (tt) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow ktrph) Shared Lane Traffic (°%o) Lane Group Flow (vph) Turn Type Fr'otected Phases Permitted Phases Detector Phase Switch Phase MlniMUm Initial (s) blinirnum Split (s) Total Split (s) Total Split (N) Maximum Green (s) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total bast Time (s) LeadlLag Lead -Lag Optimize? Vehicle E:dension (s) Recall Mode Act Effct Green (s) Actuated g1C Ratio vJc Ratio Control Delay Queue Delay Total Delay L06 Approach Delay --► V � f` % t EBT EBR WBL 1 Bf T NBL NBR $09 726 $7 3$4 522 45 809 726 87 384 522 45 1900 1900 1900 1900 1900 1900 300 390 360 210 1 1 1 1 50 50 1.00 1 M 1.00 1.00 0.97 1.00 0.$50 UM 0 A50 0.950 1827 1553 1736 1827 3367 1553 0.150 0.950 1$27 1553 274 1827 3367 1553 Yes Yes 48 55 55 45 1083 949 621 13.4 11.8 9A 0.94 0.94 0.94 ON0.94 0.94 4% 4% 4% 4% 4% 4% $61 772 93 409 555 0 861 772 93 AM555 48 tdA prn-rov Perm NA Prot Perm 6 4 2 4 6 2 4 6 4 2 2 4 4 20.0 14.0 24.0 24.0 10.0 10.0 27.5 23.5 27.5 27.5 23.5 23.5 92.0 MO 92.0 92.0 MO 28.0 76.7% 84.5 23.3% 21.2 76.7% 84.5 76.7% 84.5 23.3% 21:2 23.3% 21.2 5.5 0 5.5 6.5 4.8 4.$ 2.0 2.0 2.0 2.0 2.0 2.0 0.0 7.5 0.0 6.$ 0.0 7.5 0.0 7.5 0.0 6.8 0.0 6.8 3A 3.0 3.0 3.0 3.0 3.0 h,1in None h,1in blin Plone hlone 42.0 76.4 42.0 42.0 '19.6 19.6 0.55 1.00 0.55 0.55 0.26 0.26 0.86 0.50 0.62 0.41 0.64 0.11 24.1 1.1 31 a 11.0 31.3 9.7 0.0 0.0 0.0 0.0 0.0 0.0 2411 1.1 31.8 11.0 312 9.7 C A C B C A 13.3 14.8 29.6 Immokalee -Everglades 2038 P M Improved w PJ Improved Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page � 82 Brightshore Village —SRA — TIS Section 2 — Intersection Analysis —August 2022 Lanes, Volumes, Timings 1 : Everglades Blvd & Immokalee Rd 06t21t2022 Fine GiDup EBT EBR 'iiVBL VYBT NBL NBR Approach LOS B B C Queue Length 50th (ft) 334 0 29 108 118 0 Queue Length %th fit) 495 0 92 161 226 29 Internal Link Dist fit) 1003 869 541 Tum Bay Length) 300 390 360 210 Base Capacity (vph) 1779 122 267 1779 966 480 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.48 0.50 0.35 0.23 0.67 0.10 Intersection 5ummar Area Type: Other Cycle Length:120 Actuated Cycle Len gth:76A tlatural Cycle:65 Control Type: Semi AcWncoord Maximum vk Ratio: 0.86 Intersection Signal Del ay: 17.1 Intersection LOS: B Intersection Capacity Utilization 92.3% ICUI Level of Service F Analysis Period (min) 15 Immokalee - Ev�er�glades 2038 Pt�t Improved w PJ Improved Synchro 11 Report Page 2 Trebilcocl< Consulting Solutions, PA Page � 83 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis — August zuzz Immo{<alee Rd & Camp Keais Rd Intersection HCM 6th TWSC 1 Camp Keats Rd & Immokalee Rd 06122/2022 Intersection Int Delay, slveh 4.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y t r ►� t Traiiic Vol, vehlh 9 172 212 4 278 369 Future Vol, vehlh 9 172 212 4 278 369 Conflicting Peds, t9hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None None Storage Length 0 - 225 270 Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 0 0 Peak Hour Factor 90 90 90 90 90 90 HeavyVehides, % 10 10 7 2 17 9 Mvmt Flow 10 191 236 4 309 410 MajorlMinor Minorl Major1 Major2 Conflicting FlcwAll 1264 236 0 0 240 0 Stage 1 236 - - - - - Stage 2 1028 - - - Crifical Hdwy 6.5 6.3 - 4.27 - Criticel Hdwy Stg 1 5.5 - - - Gritical Hdrvy Stg 2 5.5 - - Fdlow-up HcWy 3.59 3,39 - - 2.353 Pot Cap-1 Maneuver 180 784 - 1244 - Stage 1 785 - - Stage 2 333 - - Platoon blocked, % - - MD/ Cap-1 Maneuver 135 784 - - 1244 _ Mov Cap-2 Maneuver 135 - - - - Stage 1 785 - Stage 2 250 - - - NIPW Approach WB NB SB HCM Control Delay, s 13.3 0 3.8 HCM LOS 8 Minor Lane/Major Mvmt NBT NBRWBLn 1 SBL SBT Capacity (veh/h) - - 633 1244 - HCM Lane V/C Ratio - 0.318 0.248 HCM Control Delay (s) - 13.3 8.8 HCM Lane LOS - B A HCM 95th %tile Q(veh) 1.4 1 - Immokalee -Camp Keais 2022 AM Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page � 84 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis — August 2022 HCM 6th TWSC 1: Camp Keais Rd & Immokalee Rd 06122/2022 Intersection Int Delay, slveh 6.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations V At K Vi 4k Traffic Vol, vehlh 13 243 299 6 392 520 Future Vol, vehlh 13 243 299 6 392 520 Conflicting Peds, Whr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 225 270 Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 7 7 4 4 9 9 Mvmt Row 14 259 318 6 417 553 Ma1orlMmor Muiorl Malorl Ma1or2 ;�i� Conflicting Flow All 1705 318 Q 0 324 0 Stage 1 318 Stage 2 1387 - - - - Cnbcal Hdwy 6A7 6.27 - 4.19 Critical Hdwy Stg 1 5.47 - - Cdtical Hday Stg 2 6,47 - - FolloW-up Hdwy 3.563 3.363 - - 2.281 - Pot Cap-1 Maneuver 98 711 - - 1197 - Stage 1 726 - - Stage 2 226 - - Platoon blocked, % - Mov Cap-1 Maneuver 64 711 - - 1197 - Mov Cap-2 Maneuver 64 - - Stage 1 726 - - - Stage 2 147 - Approach WB NB SB HCM Conlyd Delay, s 22.7 0 4 1 HCM LOS C Minor Lane/Major Mymt NBT NBRWBLn1 5BL SBT Capacity (vehlh) - - 470 1197 - HCM Lane VIC Ratio 0.579 0.348 - HCM Control Delay (s) - 22.7 9.6 - HCM Lane LOS - C A HCM 95th %tile Q(veh) 3.6 1.6 - Immokalee -Camp Keais 2038 AM Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page � 85 Brightshore Village - SR/ -A - TIS Section 2 - Intersection Analysis -August 2022 Lanes, Volumes, Tunings 1 : Camp Keais Rd & Imi-nokalee Rd OOUI2022 � t Lane Group ilflBL WBR NBT NBR SBL SBT Lane Configurations r t r t Traffic Volume (vph) 13 243 299 6 392 520 Future Volume (vph) 13 243 299 6 392 520 Ideal Flowrphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 630 325 600 Storage Lanes 1 1 1 1 Taper Length fit) 50 50 Lane [Ail. Factor 1100 1400 1.00 1.00 1.00 1.00 Fit 0.850 0.850 FIt Protected 0.950 0.950 Satd. Flow (prat) 1687 1509 1827 1553 1656 1743 FIt Permitted 0.950 0.950 5atd. Flow (perm) 1687 1509 1827 1553 1656 1743 Right Turn on Red No No Satd, Flow (RTOR) Link Speed (mph) 45 55 55 Link Distance (ft) 949 621 1169 Travel Time (s) 14.4 7.7 145 Peak Hour Factor 0.94 0.94 0.94 0194 0.94 0.94 Heavy Vehicles (°A) 7'% 7% 4% 4% 9% 9% Adj. Flow (vph) 14 259 313 6 417 553 Shared Lane Traffic (°fo) Lane Group Flow (vph) 14 259 318 6 417 553 Turn Type Prot rA,+ov NA Perm Prot NA ProteLled Phases 4 45 6 5 2 Permitted Phases 6 Detector Phase 4 4 5 6 6 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 12.0 23.5 23.5 12.5 23.5 Total Split (s) 2040 29.0 29.0 51.0 80.0 Total Split (°/0) 20.0% 29.0% 29.0% 51.0% 80.0% blarimum Green (s) 13.0 21.5 21.5 43.5 72.5 Yellow Time (s) 4.8 5.5 5.5 6.6 5.5 All -Red Time (s) 2.2 2.0 2.0 2.0 2,0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.5 7.5 7.5 7.5 LeadlLag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes 1+'ehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Pone None Min Act Effct Green (s) 11.3 43A 17.6 17.6 24.3 49.7 Actuated glC Ratio 0.16 0.57 0.23 0.23 0.32 0.66 vlc Ratio 0,06 0:30 0.76 0,02 0.79 0.49 Control Delay 33.5 9.6 41.6 2605 35.4 8.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 33.5 9.6 41.6 26.5 35.4 8.1 L08 C A D C D A Approach Delay 10.9 41.3 19.8 Immokalee -Camp Keais 2038 AM Improved Synrhro 11 Report Pagel Trebilcock Consulting Solutions, PA Page � 86 Brightshore Village —,)RA — TIS Section 2 —Intersection Analysis —August 2022 Lanes, Voltames, Tirnings 1 : Camp Keais Rd lmmokalee Rd 0612212022 Lane Group proach LOS Queue Length 50th Qt) Queue Length 95th �It) Internal Link Dist fit) Turn Bay Length fit) Base Capacity (Th) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced vlc Ratio Intersection Sum '~ 1 r UVBL WBR NBT NBR SBL SBT B D B 6 60 140 2 183 118 25 106 #�302 13 300 181 869 641 1089 63a 326 00 298 1193 534 454 NO 1585 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.06 0.22 0960 0+01 0043 0,35 fires Type: Other Cycle nyth,100 A, tuated Cycle Length: 76A Natural Cycle: 60 Control Type: Actuated -Uncoordinated Maximum vlc Ratio: 0.79 Intersection Signal Delay: 22.7 Inter:Dection LOS: C Intersection Capacity U:ilization 60.0% ICU Level of Service B finalysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. _ Queue shown is maximum aftertwo cycles. lmmokalee -Camp I(eais 2038 AM Improved Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page � 87 Brightshore Village - SRA - TIS Section 2 - Intersection Analysis -August 2022 Lanes, Volumes, Timings 1 : Camp Keais Rd & Immokalee Rd W22r2022 tr� lips 1 Lane Group Ur1BL WBR NBT NBR SBL SBT Lane Configurations '�° t r '� t Traffic Volume (vph) 21 243 389 18 392 583 Future Volume (vph) 21 243 389 114 392 583 Ideal Flow (rphpl) 1900 1900 1900 1900 1900 1900 Storage Length (fit) 0 630 325 600 Storage Lanes 1 1 1 1 Taper Length S) 50 50 Lane Util_ Factor .1400 1.00 1.00 1.00 1200 1 AO Fit 0.850 0.850 Fit Protected 0,960 0.950 Satd. Flow (prat) 1687 1609 1827 1553 1656 1743 FIt Permitted 0.960 0.950 Satd. Flow (perm) 1687 1609 1827 1553 1650 1743 Right Turn on Red No No Satd. Flow (RTO R) Link Speed (mph) 45 55 55 Link Distance (tt) 940 621 41169 Travel Time (s) 14.4 7.7 14.5 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Heavy+ Vehicles (°%) 7% 7% 4% 4% 9% 9% Adj. Flow ph) 22 259 414 19 417 620 Shared Lane Traffic (%) Lane Group Flow (Th) 22 259 414 19 417 620 Turn Type Prot pt{ov NA Perm Prot NA Protected Phases 4 45 6 5 2 Permitted Phases 6 Detector Phase 4 4 5 6 6 5 2 Switch Phase Minirnum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 12.0 23.5 23.5 12:5 23.5 Total Split (s) 20.0 29.0 2960 51.0 80.0 Total Split (°r6) 20.0% 29.0% 29.0% 6140% 80.0% blaximurn Green (s) 13.0 21.5 21 5 43.5 72.5 Yellow Time (s) 4.8 5.6 5.5 5.6 5.5 All -Red Time (s) 2.2 2.0 2.0 2.0 2.0 Lost Time Wljust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.5 7,5 7.5 7.5 LeadlLag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Pone None Min Act Effct Green (s) 11.8 44.2 21.8 21.8 24.8 54.2 Actuated g1C Ratio 0.15 0.55 0.27 0.27 0.31 0.67 v1c Ratio 0.09 0.31 0.84 0.06 0.82 0.53 Control Delay 33.9 10.6 47.5 26.4 39.5 8.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 33.9 10.6 47.5 26A 39.5 8.7 L0S C B D C D A Approach Delay 12.4 46.6 21.1 Immokalee -Camp Keais 2038 Ab1 Improved w Pj Synchro 11 Report Pagel Trebilcock Consulting Solutions, PA Page 188 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August zuzz Lanes, Volumes, Timings 1: Camp Keais Rd & Immokalee Rd 06/22/2022 Lane (3rr)up WBL NMR, NBT NBR SBL SET Approach LOS B D C Queue Length 50th (R) 10 65 197 7 106 143 Queue Length 95th fit) 34 106 4939 27 300 214 Internal Link Dist (it) %0 541 ion Tum Bay Length (it) 630 325 600 Base Capacity (vph) 276 1126 493 419 904 1662 Starvation Cap Reductn 0 0 0 0 0 0 Spillbark Cap RedLrctn 0 0 0 0 0 0 Storage Cap R.eductn 0 0 0 0 0 0 Reduced vic Ratio 0.08 0.23 0.84 0.05 0.46 0.40 Intersection Summary Area Type: Other Cycle Length:100 Actuated Cycle Length: �W.7 Natural Cycle:66 Control Type: Actuated -Uncoordinated Maximum vic Ratio: 0.84 Intersection Signal Delay:2600 Intersection LOS: C Intersection Capacity Utilization 64.7% ICU Level of Service C Analysis Period (rnin) 15 95th percentile volume exceeds capacity, queue may be longer Queue shown is maximum after two cycles. S llits and Phases: 1: Camp Keais Rd & Immokalee Rd # 02 t a4 :05 Immokaloe - Camp Keais 2038 AM Improved w PI Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page � 89 Brightshore Village — SRA — TI ) Section 2 — Intersection Analysis —August 2022 HCM 6th TWSC 1; Camp Keais Rd & Immokalee Rd 06/22/2022 hltersecGon I it Delay, slveh 9.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations` t r �S t Traffic Vol, vehlh 11 354 482 11 168 217 Future Vol, vehlh 11 354 482 11 168 217 Conflicting Peds, Whr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 225 270 - 'eh in Median Storage, # 0 - 0 - - 0 Grade, % 0 0 - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 8 3 8 5 7 Mvml Row 12 377 513 12 179 231 Ma�orJMmor Mmor1 Major1 Ma1or'Z Conflicting Flow All 1102 513 0 0 525 0 Stage 1 513 - - - - Stage 2 589 - - - Crilical Hdwy 6.42 6.28 4.15 Critical Hdwy Stg 1 5.42 - - Critical Hdwy Stg 2 6,42 - - Fdlow-up Hdwy 3.518 3.372 - - 2.245 Pot Cap-1 Maneuver 234 549 - - 1027 - Stage 1 601 - - - - Stage 2 554 - - - - Platoon hocked, % - Mov Cap-1 Maneuver 193 549 - 1027 - Mov Cap-2 Maneuver 193 - - Stage 1 601 - Stage 2 458 - Approach WB NB SB HCM Conlyd Delay, s 29.6 0 4 HCM LOS D Minor LanelMajor Mvmf NBT NBRWBLn 1 5BL SBT Capacity (vehlh) - - 520 1027 - HCM Lane V/C Ratio - 0.747 0.174 HCM Control Delay (s) - 29.6 9.2 - HCM Lane LOS D A - HCM 95th Motile Q(veh) 6.4 0.6 - Immokalee -Camp Keais 2022 PM Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page � 90 Brightshore Village — SRA — TIS Section 2 —Intersection Analysis —August 2022 HCM 6th TWSC 1: Camp Keais Rd & Immokalee Rd 06/22/2022 Intersection Int Dewy, slveh 74.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations t r '� T Traffic Vol, vehlh 16 499 680 16 237 306 Future Vol, veh/h 16 499 680 16 237 306 Conflictng Peds, Whr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 225 270 - Veh in Median Storage, # 0 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 6 6 4 4 4 4 Mvmt Row 17 531 723 '17 252 326 M�orlMmor Mmor1 Ma1ot1 Major2 Conflicting Flow All 1553 723 0 0 740 0 Stage 1 723 - - - Stage 2 830 - - - - - Critical Hdwy 6.46 6.26 4.14 - Cntical Hdwy Stg 1 5.46 - - - Cdhcd HdNy Stg 2 6,46 - - Fdlow-up Hdvvy 3.654 3.354 2.236 Pot Cap-1 Maneuver 122 � 420 - - 858 - Stage 1 473 - - - Stage 2 421 - - - - Platoon blocked, % - - Mov Cap-1 Maneuver 86 - 420 - 858 - Mov Cap-2 Maneuver 86 - - Stage 1 473 - - Stage 2 297 - - Approach WB NB SB HCM Conlyd Deay, s 249 0 4 8 HCM LOS F Minor Lane✓Major Mvmf NBT NBRWBLn1 SBL SBT Capacity (vehlh) - - 375 858 - HCM Lane V/C Ratio - - 1.461 0.294 - HCM Control Delay (s) 249 10.9 - HCM Lane LOS F B HCM 95th %tile Q(veh) 28.8 '12 - Notes --: Volume exceeds capacity 5: Delay exceeds 300s +� Computation Not Defined Al major volume in platoon Immokalee - Camp Keais 2038 PM Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page � 91 Brightshore Village - SRA - TIS Section 2 - Intersection Analysis -August 2022 Lanes, Valurnes, Tirnings 1 : Camp Keais Rd Imrnokalee Rd 06?2212022 Lane Grrup Ur16L UUBP, NBT PJBR SBL SBT Lane Configurations '� t r Traffic Volume (vph) 16 499 00 16 237 306 Future Volume (vph) 16 499 680 16 237 306 Ideal Flow phpl) 1900 1900 1900 1900 1900 1900 Storage Length (1t) 0 630 326 600 Storage Lanes 1 1 1 1 Taper Length fit) 50 50 Lane Util_ Factor 1,00 1400 1,00 1.00 1.00 1.00 Frt 0.850 0.850 It Protected 0.950 0.950 Satd. Flow (prot) 1703 1624 1827 1563 1736 1827 It Permitted 0.950 0.950 Satd. Flow (perm) 1703 1624 1827 1563 1736 1Q7 Pight Turn on Red No No Satd, Flo w(RTOR) Link Speed (mph) 45 55 55 Link Distance fit) 949 621 966 Travel Time (s) 14.4 7.7 1200 Peak Hour Factor 0.94 0.94 0.94 0,94 0.94 0.94 Heavy Vehicles (°%) 6°% 6% 4°% 4°% 4°% 4°% Adj. Flow ph) 17 531 723 17 252 326 Shared Lane Traffic (°%) Lane Group Flow (vph) 17 531 723 17 252 326 Tum Type Prot pt-�ov NA Perm Prot FdA Protected Phases 4 45 6 5 2 Permitted Phases 6 Detector Phase 4 46 6 6 5 2 Switch Phase Minirnum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 23.5 23.5 23.5 12.5 23.5 Total Split (s) 24.0 52.0 52.0 24.0 76.0 Total Split (°%) 24.0°% 52.0°% 62.0% 20% 76.0°% h,laximum Green (s) 17.0 44.5 445 el6.5 W6 Yellow Time (s) 4.8 5.5 5.5 55 5.5 AJkRed Time 2.2 2.0 2.0 2.0 2.0 L1ost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.5 7.5 7.5 7.5 LeadlLag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Vehicle E;dension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Pone None Min Act Effct Green (s) 17.1 40.5 40.7 40.7 15.9 64.1 Actuated g1C Ratio 0.13 0.42 0.42 0.42 0.17 0.67 vlc Ratio 0.06 0.82 0.93 0.03 00" 0.27 Control Delay 35.4 U 3 46.5 15.9 70.5 6.9 O,ueue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 35A 33.3 46.5 1619 70.5 6.9 L09 D D D B E A Approach Delay U.2 45.8 34.6 Imrnokalee -Camp Keais 2033 PM Improved Synrhro 11 Report Pagel Trebilcock Consulting Solutions, PA Page i 92 Brightshore Village — SRA — TIS Section 2 —in iersection Analysis — August 2022 Lanes, Volumes, Timings 1: Camp Keais Rd Immokalee Rd 0612M022 f k%. T Lane Group WBL MR NBT NBR SBL SBT Approach LOS D D C Queue Length 50th fit) 9 300 411 6 169 70 Queue Length 95th 0) 29 #493 #,644 19 #t300 107 Internal Lints Dist fit) 869 641 885 Turn Bay Length fit) 630 326 600 Base Capacity (vph) 303 665 U53 726 300 1312 Starvation Cap Reductn 0 0 0 0 0 0 Spillback cap Redl_Jctn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced vlc Ratio 0.06 0.81 0.85 0.02 0.84 0.25 Intersection Summary Area Type: Other Cycle Length:100 Actuated Cycle Length: 95.8 Natural Cycle: 90 Control Type: Actuated -Uncoordinated Maximum Vic Ratio: 0.93 Intersection Signal Delay:40.1 Intersection LOS: D Intersection Capacity Utilization 78.8% ICU Level of Service D Analysis Period (ion in) 15 #i 95th percentile volume exceeds capacity, queue may be longer Queue shown is maximum aftertwo cycles. Splits and Phases: 1: Camp Keais Rd & Immokalee Rd T 02 �04 (5 t06 Immokalee - Camp Keais 20N PM Improved Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page � 93 Brigntshore Village -SRA - TIS Section 2 -in te ection Analysis -August 2022 Lanes, Volumes, Timings 1 : Camp Keais Rd & Immokalee Rd 0622t2022 Lane Grnup WBL WBR NBT NBR SBL SBT Lane Configurations '� r t r Traffic Volume (vph) 30 499 757 26 237 412 Future Volume (vph) 30 499 757 26 237 412 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (t) 0 630 325 600 Storage Lanes 1 1 1 1 Taper Length fit) 50 50 Lane Util _ Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 FIt Protected 0.950 0.950 Satd. Flow (prot) 1703 1624 1827 1553 1736 1827 Fit Perm tted 0.960 0.950 Satd. Flow (perm) 1703 1524 1827 1553 1736 1827 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 55 55 Link Distance (fitt) 949 621 1169 Travel Time (s) 14A 7.7 14.5 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (°r6) 6% 6% 4% 4% 4% 4% Adj. Flow (vph) 32 531 805 28 252 438 Shared Lane Traffic (°/o) Lane Group Flow (Th) 32 531 06 28 252 438 Turn Type Prot pt{ov NA Perm Prot NA Protected Phases 4 45 6 5 2 Permitted Phases 6 Detector Phase 4 45 6 6 5 2 Switch Phase blinimurri Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 23.5 23.5 23.5 1205 23.5 Total Split (s) 24.0 52.0 52.0 24.0 76.0 Total Split (°r6) 24.0% 62.0% 52.0% 24.0% 76.0% Maximum Green (s) 17.0 44.5 445 16.5 68.5 Yellow Time (s) 4.8 5.5 5.5 5.5 5.5 AJkRed Time k§) 2.2 2.0 2.0 2.0 20 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.5 7.5 7.5 7.5 LeadfLag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode None None hone None Min Act Effct Green (s) 17.0 40.6 44.5 44.5 16.1 W1 Actuated g1C Ratio 0.17 0.41 0.46 0.45 0.16 0.68 vic Ratio 0.11 0.86 0.99 0.04 090 0.35 Control Delay 36.3 4202 67.1 16.0 752 7.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 36.3 42.2 57.1 16.0 75.3 7.5 L08 D D E B E A Approach Delay 41.9 55.7 32.3 Imrnokalee -Camp I{eais 2038 PM Improved w Pj Synehro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page � 94 Brightshore Village —SRA — TIS Section 2 —Intersection Analysis —August 2022 Lanes, Volumes, Timings 1 : Camp Keais Rd Immokalee Rd 0612212022 t r� \. Lane Oroup UtrBL MR NBT NBR SBL. SBT Approach LOS D E C Queue Length 50th (ft) 17 300 495 10 169 102 Queue Length 95th fit) 44 40a #761 26 4#000 161 Internal Lint, Dist (ft) 869 541 100 Turn Bay Length (ft) 630 $25 600 Base Capacity ()Yph) 290 626 816 694 287 1266 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap RedUctn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.11 0.85 0.99 0.04 0.88 0.35 Intersection Summary Area Tppe: Other Cycle Length: 1OVA Actuated Cycle Length: 99.6 Natural Cycle: 90 Control Type: Actuated -Uncoordinated Maximum vk Ratio: 0.99 Intersection Signal Delay: 44.2 Intersection LOS: D Intersection Capacity U:ilization 82.M ICU Level of Service E Analysis Period (rnin) 15 # 95th percentile volume exceeds capacity, queue may be longer Queue shown is maximum after two cycles. Splits and Phases: 1: Camp Keais Rd & Immokalee Rd T 02 4 - 21 ;05 t06 Immokalee - Camp Keais 2038 PM Improved w PI Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page 195 erightshore Village -.)RA - TI )Section 2 -In te ectlon Analysis -August 2022 Everglades Blvd & 011 Well Rd Intersection Lanes, Volumes, Timings 1 : Everglades Blvd & Oil Well Rd 060)2022 Moe 4ep 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Tt r ttt r �'� ttt r ttt r Traffic Volume (vph) 105 242 63 15 249 39 100 $3 63 42 116 439 Future Volume (vph) 106 242 63 15 249 39 100 83 63 42 116 439 Ideal Flow phpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (fit) 660 500 640 525 476 525 490 680 Storage Lanes 2 1 2 1 2 1 2 1 Taper Length ¢t) 0 160 100 100 100 45 4546 45 2390 1967 1479 1442 36.2 29.8 22.4 21.$ 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 $% 9% 9% 12°% 2% 5% 6°% 11 % 4% 2% 10°% 2% 112 257 67 16 265 41 106 8$ 67 45 123 467 112 257 67 16 265 41 106 $8 67 45 123 467 Prot NA Perm Prot NA Perm Prot 14A Perm Prot NA Perm 1 6 5 2 7 4 3 $ 6 2 4 8 1 6 6 5 2 2 7 4 4 3 $ 8 5.0 12.0 1200 5.0 21.0 21.0 5.0 '10.0 10.0 5.0 '10.0 10.0 13.$ 20.8 20.8 13.$ 562 552 13.8 U.$ 18.$ 13.3 55.3 65.3 18.0 61.0 51.0 18.0 51.0 51.0 1$.0 61.0 61.0 20.0 63.0 63.0 12.0% 34.0% 34.0% 12.0% 34.0% 34.0% 12.0% 40.7% 40.7% 13.3% 42.0% 42.0% 9.7 42.7 42.7 9.7 42.7 42.7 9.7 52.7 52.7 11.7 64.7 54.7 0 4.$ 4.8 0 0 4.$ 4.$ 4.8 0 04.8 4.8 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 1.0 2.0 2.0 1.0 2.0 2.0 1.0 2.0 2.0 1.0 2.0 2.0 Min Min Min Min Min Min Min Min Min Min Min Min 7.0 7.0 7.0 7.0 40.0 40.0 40.0 40.0 0 0 0 0 6A 22.6 22.6 5.0 21.1 21.1 6.2 13.3 13.3 52 12.2 12.2 0.08 0.2$ 0.28 0.06 0.27 0.27 00 0.17 0.17 0.07 0.16 01015 0$ 0.43 0,27 0.13 0.0.20 ON0.41 0.11 0.17 0.20 0.17 0.79 411 23.8 0.5 39.0 24.2 0.3 41.0 2$.0 1.0 39.5 29.$ 416.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Everglades Blvd -Oil Well Rd 2022 AM Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page 196 Brightshore Village — SRA — TI ) Section 2 —In tersection Analysis —August 2022 Lanes, Volumes, Timings 1: Everglades Blvd & Oil Well Rd 06120t2022 Lane Grnup EBL EBT EBP, WBL lii?BT 1�?BR tJBL P1BT I�IBR SBL SBT SBR Total Delay 41.1 2M 0.5 39.0 24.2 0.3 41.0 2e.0 1.0 39A5 29.8 16.0 LOS D C A D C A D C A D C B A{�proach Delay 24.7 21.9 26.3 20.3 Approach LOS C C C C Queue Length 60th fit) 26 48 0 3 35 0 25 13 0 10 19 23 Queue Length 95th fit) 5$ 95 0 14 69 0 55 27 0 30 36 126 Irrternal Link Dist fit) 2310 1 U7 1399 1362 Turn Bay Length fit) 660 600 640 525 475 525 490 00 Base Capacity (Uph) n9 1791 V4 384 2760 905 405 3119 100 509 3267 1224 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vk Ratio 0.28 0.14 0.08 0.04 0.10 0.06 0.26 0.03 0.06 0.09 0.04 0.38 Ir�tersection 5urttmary Area Te: Other Cycle Length:150 Actuated Cycle Length:79.4 Natmal Cycle:140 Gontrol Type: Actuated -Uncoordinated blaximurn vic Ratio: 0079 Intersection Signal Delay_ 22.7 Intersection Capacity Wlization 69.6% Analysis Period (min) 15 Intersec4ion LOS: C ICU Level of Service C Everglades Blvd -Oil Well Rd 2022 AM Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page 197 Brightshore Village - SRA - ".) Section 2 - Intersection Analysis -August 2022 Lanes, Velralrles, TiIII 1 : Everglades Blvd Oil Well Rd 061202022 Lane Group EBL EBT EBR W6L 1N'BT Vi16R NBL iIBT NBR SBL SBT SBR Lane Configurations '�'� tt r '�'� ttt r '� ttt r ttt r Traffic Volume (vph) 164 378 99 23 389 61 156 130 99 66 181 686 Future Volume (vph) 164 378 99 23 389 61 156 130 99 66 181 686 Ideal Flow phpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 660 600 640 625 476 526 490 680 Storage Lanes 2 1 2 1 2 1 2 1 Taper Length S) 160 100 100 100 Lane Util_ Factor 0.97 0095 1.00 0.97 0.91 1.00 ON 0.91 1.00 0.97 0.91 1.00 Frt 0.850 0.850 0.850 0.850 Fit Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 3303 3406 1624 3367 4988 1653 3335 4940 1538 3367 4988 1553 Fit Permitted 0.960 0.950 0.950 0.950 Satd. Flow (perm) 3303 3406 1524 3367 4988 1553 3335 4940 1538 3367 4988 1663 Right Turn on Red Yes Yes Yes JM Yes Satd. Flow (RTOR) 220 220 220 499 Link Speed (mph) 45 45 45 45 Link Distance fit) 2390 1967 1479 1442 Travel Time (s) 36.2 29.8 2204 21.8 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles CIS) 6% 6% 6% 4% 4% 4% 6% 6% 6% 4% 4% 4% Adj. Flow (vph) 174 402 106 24 414 65 166 138 105 70 193 730 Shared Lane Traffic CIS) Lane Group Flow (uph) 174 402 105 24 414 65 166 138 106 70 193 730 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 8 Detector Phase 1 6 6 5 2 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 12.0 12.0 5.0 21.0 21.0 500 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 13.8 20.8 2048 13.8 55.3 55.3 13.8 18.8 18.8 13.3 55.3 55.3 Total Split (s) 30.0 27.0 27.0 32.0 29.0 29.0 38.0 30.0 30.0 61.0 53.0 53.0 Total Split (°r6) 20.0% 18.0% 18.0% 212% 19.3% 19.3% 26 3% 20.0°% 2010% 40.7% 35.3% 35.3% Maximum Green (s) 21.7 18.7 10 23.7 20.7 20.7 29.7 21.7 21.7 62.7 44.7 44.7 Yellow Time (s) 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 f�tl-Red Time {s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 000 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 8.3 8.3 8.3 8.3 8.3 8.3 8.3 8.3 8.3 8.3 8.3 8.3 LeadlLag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle EAension (s) 1.0 2D 2.0 1.0 2.0 2.0 1.0 2.0 2.0 1.0 2.0 2.0 Recall Mode Min Min Min Min Min Min Min Min Min Min Min Min Walk Time (s) 7.0 7.0 7A 7.0 Flash Dont Walk (s) 40.0 40.0 40.0 40.0 Pedestrian Calls (-Ahr) 0 0 0 0 Act Effct Green (b) 9.2 25.3 262 5.2 21.3 21.3 8.9 32.3 322 6.1 29.5 29.5 Actuated g1C Ratio 0.09 0.25 0.25 0.05 0.21 0.21 0.09 0.31 0.31 0.06 0.29 0.29 vtc Ratio 0.59 0.48 0.19 01414 0.40 0.13 0.58 0.09 0.17 0.35 0.14 0.91 Control Delay 56.7 38.0 0.8 55.6 39.9 0.5 66.6 23.8 0.6 56.7 26.6 27.5 queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Everglades Blurs -Oil Well Rd 2038 Atu1 Synchro 11 Report Page 1 Trebilcocl< Consulting Solutions, PA Page 198 Brightshore Village — MA — TIS Section 2 — Intersection Analysis —August 2022 Lanes, Valumes, Timings 1 : Everglades Blvd & Oil Well Rd 062012022 -� -• I r� 1 Lane Grnup EBL EBT EBP, WBL tiu'BT UtrBR NBL PJBT tJBR SBL SBT SBR Total Delay 56.7 X0 0.$ 55k 39.9 0.5 56.6 23.8 0.6 56.7 26.6 2765 L03 E D A E D A E C A E C C Approach Delay 37.0 35.5 31.2 29.4 A{�proach LOS D D C C O,ueue Length 50th Qt) 68 121 U 8 u 0 55 22 0 23 34 162 Queue Length 95th M) 107 202 0 24 149 0 103 39 0 53 56 M Internal Link Dist fit) 2310 107 1399 1362 Turn Bay Length fit) 650 600 640 525 475 525 490 680 Base Capacity (vph) 715 834 639 796 1030 495 "9 1659 663 1771 2226 969 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap RedULtn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vlc Ratio 0.24 0A 0.19 0.43 0.40 0.13 0,17 0M 0.16 0,04 0.09 0.75 IrAersertion Surtimary Area T}+pe: Other Cycle Length:150 Actuated Cycle Length:103.1 Natural Cycle:150 Control Type: Actuated -Uncoordinated blaximLim vic Ratio: 0,91 Intersection Signal Delay: 32.9 Intersection LOS: C Intersection Capacity Utilization 41>5.2% ICU Level of Service E Analysis Period (min)15 Everglades BIUd -Oil Well Fdd 2438 AM Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page 199 Brightshore Village - SRA - N.) Section 2 -In te ection Analysis -August 2022 Lanes, Volumes, Tirnings 1 : Everglades Blvd Oil Well Rd 06012022 Lane Group EBL EBT EBR WBL U�iBT UUBR NBL tJBT .NBR SBL SBT SBR Lane Configurationstt ' ttt' ttt r ttt r Traffic Volume (vph) 164 378 99 23 389 94 156 154 99 114 215 686 Future Volume (vph) 164 378 99 23 389 94 156 154 99 114 216 686 Ideal Flow rphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (fit) 660 600 640 525 476 525 490 680 Storage Lanes 2 1 2 1 2 1 2 1 Taper Length Qt) 160 100 100 100 Lane Util_ Factor 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.91 1.00 Frt 0.850 0.850 0.850 0.850 FIt Protected 0.956 0'950 0.950 0.950 Satd. Flow (prot) 3303 3406 1524 3367 4988 1553 3335 4940 1638 3367 4988 1553 Fit Permitted 0.960 0.950 0.950 0.950 Satd. Flow (perm) 3303 3406 1624 3367 4988 1553 3335 4940 1538 3367 4988 1663 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 220 220 220 499 Link Speed (mph) 45 45 45 45 Link Distance (ff) 2390 1967 1479 1442 Travel Time (s) 36.2 29.8 22.4 21.8 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 6% 6% 6% 4% 40fO 4% 5% 501E 5% 4% 4% 4% ,raj. Row ph) '174 402 105 24 414 100 166 164 106 121 229 730 Shared Lane Traffic (°fo) Lane Group Flow (vph) 174 402 106 24 414 100 166 164 105 121 229 730 Tum Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases A 6 2 4 t Detector Phase 1 6 6 5 2 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 12.0 12.0 5.0 21.0 21.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 13.8 2068 20.8 13.8 55.3 55.3 13.8 18.8 18.8 13.3 5643 55.3 Total Split (s) 30.0 27.0 27.0 3200 29.0 29.0 38.0 30.0 30.0 61.0 53.0 53.0 Total Split (0/0) 20.0% 18.O% 41$.0% 21.a% 19.3% 19.3% 25.30,E 20.0% 20.0% 40.7% 35.3% 35.3% blaximum Green (s) 21.7 18.7 18.7 23.7 20.7 20.7 29.7 21.7 21.7 52.7 44.7 44.7 Yellow Time (s) 4.8 4.8 4:8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 All -Red Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 8.3 8.3 8.3 8.3 82 8.3 8.3 8.3 8.3 8.3 8.3 3.3 LeadiLag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 1.0 2.0 2.0 1.0 2.0 2.0 1.0 2.0 2.0 1.0 2.0 2.0 Recall Mode Min Min Min Min Min Min Min Min Min Min Min Min UUalk Time (s) 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 40.0 40.0 40.0 40.0 Pedestrian Calls (Ohr) 0 0 0 0 Act Effct Green (s) 9.2 25.3 252 5.2 21.3 21.3 8.9 30.9 30.9 7.5 29.5 29.5 f�ctuated giC Ratio 0.09 0.25 0.26 0.06 0.21 0.21 0.09 0.30 020 0.07 0.29 0.29 vic Ratio 0.59 0.48 0.19 0.014 0.40 0.20 0.58 0.11 0.17 0.49 0.16 0.91 Control Delay 56.7 38.0 0.8 55.6 39.9 0.9 56.6 25.3 0.6 56.8 26.9 27.5 O,ueue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Everglades Blvd -Oil Well Rd 2038 Ah,1 w PJ Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page � 100 Brightshore Village - SRA - TIS Section 2 - Intersection Analysis -August 2022 Lalles, Volumes, Timings 1 : Everglades Blvd Oil Well Rd 060t2022 Lane Group EBL EDT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 56.7 38.0 0.$ 55.6 39.9 0.9 56.6 25.3 0.6 56.8 26.9 27.5 L03 E D A E D A E C A E C C Approach Delay 37.0 33.3 31.3 30.7 Approach LOS D C C C Queue Length 50th (t) 58 121 0 8 88 0 55 27 0 40 40 162 Queue Length 95th (ft) 107 202 0 24 149 0 103 47 0 80 65 388 Internal Link Dist (1t) 2310 M7 1399 1362 Turn Bay Length (ft) 660 500 640 525 475 525 490 680 Base capacity(vph) 715 n4 639 796 1030 496 989 1594 645 1771 2226 969 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.24 0.48 0.19 0.03 0.40 0.20 0.17 0.10 0.16 0.07 0.10 0.76 IrAersection Summary Area Type: Other Cy,cle Length:150 Actuated Cycle Length:103.1 Natural Cycle: 160 Control Type: Actuated -Uncoordinated Maximum vic Ratio:0.91 Intersection Signal Delay: 32.9 Intersection LOS: C Intersection Capacity U[ilization 85.2% ICU Level of Service E Analysis Period (min)15 Splits and Phases: 1: Everglades Blvd &Oil Well Rd 0 1 :_%L 3D s 24 s 61 s 30 E5 _36 07 I 73 s.I VJ327s I{ s 51 s Euerrglades Blind -Oil Well R1 2438 AM w PJ Synrhro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page i 101 Brightshore Village -SRA - TI) Section 2 - Intersection Analysis -August 2022 Lanes, Volumes, Timings 1 : Everglades Blvd c Oil Well Rd 46120r2022 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) Future Volume (uph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length Qt) Lane Util_ Factor Frt Ftt Protected Satd. Flow (prat) Fit Permitted Satd. Flow (perm) Right Turn on Red Satd, Flo w(RTOR) Link Speed (mph) Link Distance (t) Travel Time (s) Peak Hour Factor Heavy Vehicles (°A) . Flow (vph) Shared Lane Traffic (n/o) Lane Group Flow (vph) NUmber of Detectors Detector Template beading Detector fit) Trailing Detector 0) Detector 1 Positionp) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Positionp) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detelor 2 Extend (s) Tum Type Froteled Phases Permitted Phases Detector Phase Switch Phase blin im um Initial (s) Minimum Split (s) Total Split (s) Total Split (°k) Maximum Green (s) 329 288 82 0240 36 55 91 35 36 74 259 329 288 82 0240 36 55 91 35 36 74 259 '1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 660 600 640 525 476 525 490 680 2 11 2 1 2 1 2 1 160 100 100 100 0.97 0.95 1.4U 0.97 0.91 1.00 4.97 0.91 1.00 0.97 0.91 1.00 0.850 0.850 0.850 0.850 0.960 0.950 0.950 0.950 3303 3471 15" 3242 4803 1602847 4631 1568 3183 4940 1583 0.960 0.950 0.950 0.950 3303 3471 1568 3242 4803 150 2847 4631 15n 3183 4940 160 Yes Yes Yes Yes 159 159 159 282 45 45 45 45 MO 1967 1479 1442 36.2 29.8 22 A 21.8 0.92 0.92 0.92 4.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 6% 4% a% 8% M a% 23% 12% 3% 10% 6% 2% 358 313 89 52 261 39 60 99 38 39 0282 358 313 89 52 261 39 60 99 38 39 *(I 282 Left Thru Right Left Thru Right Left Thru Right Left Thru light 20 100 20 20 100 20 20 100 20 20 100 20 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 6 20 20 6 20 20 6 20 20 6 20 CI+Ex CI+Exe Cl+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex 0.4 0.0 0.4 0.4 0.0 0.4 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.4 4.0 4.0 0.4 4.0 O.p 0.0 0.0 4.0 0.0 0.0 0.0 94 0.0 0.0 0.0 0.0 94 0.0 0.0 0.0 94 0.0 0.0 0.0 94 6 6 6 6 CI+Ex CI+Ex a+Ex CI+Ex 0.0 U.0 0.0 0.0 Prot NA Perm Prot NA Perm Prot NA Perm Prat iJA Ferm 1 6 5 2 7 4 3 8 6 2 4 8 1 6 6 5 2 2 7 4 4 3 8 8 5.0 12.0 12.4 5.0 21.0 21.4 5.0 10.4 10.4 5.0 14.4 14.0 13.8 20.8 20.8 13.8 55.3 55.3 '13.8 18.8 '18.8 13.3 55.3 55.3 24.0 57.0 67.0 23.4 56.0 56.0 14.0 53.0 53.0 17.0 56.0 56A 16.0% 3 ,O% 38.0% 15.3% 373% 37.3°/° 9.3% 35.3% 35.3% 11.3% 37.3% 37.3% 15.7 48.7 48.7 14.7 47.7 47.7 5.7 44.7 44.7 8.7 47.7 47.7 Everglades Blurs -Oil Well Rd 2022 Ph,1 Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page � 102 Brigntsnore Village - SRA - TIS Section 2 -in te ection Analysis -August 2022 Lanes, Volumes, Timings 1 : Everglades Blvd &, Oil Well Rd 00=2022 Lane Grnup EBL EBT EBR 'JUBL WBT WBR NBL NBT hlBF� SBL SBT SBR Yellow Time (s) 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.$ 4.8 4$8 4.8 1-Red Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 8.3 8.3 8.3 8.3 8.3 8.3 8.3 82 8.3 8.3 8.3 8.3 lPadlLag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle E)dension (s) 1.0 2.0 2.0 1.0 2.0 2.0 1.0 2.0 2.0 1.0 2.0 2.0 Recall Mode Min Min Min Min Min Min M n Min Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dont Walk (S) 40.0 40.0 40.0 40.0 Pedestrian Calls (#hr) 0 0 0 0 Act Effct Green (s) 15.6 31.4 31.4 5.3 21.0 21.0 5.3 10.5 10.5 5.1 10.3 10.3 actuated gtC Ratio 0.18 0.37 0.37 0.06 0.26 0.26 0.06 012 0.12 0.06 0.12 0.12 u!c Ratio 0.59 0.26 0.13 0.26 0.22 ON 0.�Vm=4 0.17 0.11 0.21 0.13 0.64 Control Delay 36.7 19.6 0.7 41.7 26.4 0.3 43.9 34.4 0.7 41.0 34.3 12.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 36.7 19.6 0.7 41.7 26.4 0.3 43.9 34.4 0.7 41.0 34.3 12.2 L08 D B A D C A D C A D C B Approach Delay 25.5 25.8 30.8 19.4 A{cproach LOS C C C B Queue Length 50th fit) 91 59 0 13 40 0 15 17 0 10 14 0 Queue Length 95th (ft) 138 94 4 31 64 p V 34 0 26 28 71 Internal Link Dist M) 2310 1887 1399 1362 Turn Bay Length (ftt) 650 500 640 525 475 525 490 680 Base Capacity(vph) 607 1980 962 558 2683 946 1y0 2424 896 324 2760 1008 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spiliback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vic Ratio 0.59 0A6 0.09 0.09 0.10 0.04 0.0V-2 0.04 0.04 0.12 0.03 0.28 Intersection Summar Area Type: Other Cycle Length:150 Actuated Cycle Length:85.4 Natural Cycle:140 Control Type: Actuated-Uncoordinatec Maximum vk Ratio: 0.64 Intersection Signal Delay:24.7 Intersection LOS: C Intersection Capacity Utilization 58.5% ICU Level of Service B Analysis Period (m1n)16 Splits and Phases: 1: Everglades Blvd .Oil Well Rd 01 02 03 0# T 05 L')b 4\ 07 0a Z: s I L 157s. 5 s Everglades Blvd -Oil Well Fdd 2022 PM Synchro 11 Report Page 2 Trebilcocl< Consulting Solutions, PA Page � 103 Brightsriore Village - SRA - TIS Section 2 -in tersect ion Analysis -I-August 2022 Lar-�es, l�alumes, Tirnings 1 : Everglades Blvd Oil Well Rd 06120r2022 Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow rphpl) Storage Length 0) Storage Lanes Taper Length Qt) Lane Util_ Factor Fit Fit Protected Satd. Flow (prat) Fit Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ff) Travel Time (s) Peak Hour Factor Heavy Vehicles /) Adj. Flow ph) Shared Lane Traffic (°i6) Lane Group Flow (vph) Tum Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) I�JI-Red Time 0 Lost Time Adjust (s) Total Lost Time (s) LeadiLag Lead -Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Cunt Walk (s) Pedestrian Calls (0br) Act Effct Green (s) Actuated giC Ratio vic Ratio Control Delay Clueue Delay EBL EBT EBR WBL UUBT WBR NBL hJBT NBR SBL SBT SBR 514 460 128 75 375 56 86 142 55 56 116 405 514 450 128 75 375 56 86 142 55 56 116 406 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 660 600 640 525 475 525 490 680 2 1 2 1 2 1 2 1 100 100 100 100 0.97 0.95 1.00 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.91 1.00 0.850 0.850 0.850 0.850 0.950 0.950 0.950 0.950 3367 3471 1653 3335 4940 1638 3242 4303 1496 3367 4988 1663 0.950 0.950 0.950 0.950 3367 3471 1563 3335 4940 1538 3242 4803 1496 3367 4988 1553 Yes Yes Yes Yes 159 220 220 431 45 45 46 45 2390 1967 1479 1442 36.2 29.8 22.4 21.8 0 $94 ONON0.94 0.94 0.94 0.94 0.94 0.94 0.94 ONON4% 4% 4% 5% 5% 6% 8% 8% 8% 4% 4% 4% 547 479 136 80 399 60 91 161 59 60 123 431 547 479 136 80 399 60 91 161 59 60 123 431 Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm 1 6 5 2 7 4 3 8 6 2 4 3 1 6 6 5 2 2 7 4 4 3 8 8 5.0 12.0 12.0 5.0 21.0 21.0 5.0 10.0 10.0 5.0 10.0 10.0 13.8 20.8 2008 13.8 55.3 55.3 13.8 18.8 18.8 13.3 55.3 55.3 31 A 60.0 60.0 21.0 50.0 50,0 39.0 30.0 30.0 39.0 30.0 30.00 20.7% 40.0% 40.0% 14.0% 3a,a 33.3% 26 00% 20.0% 20.0% 26.0% 20.0% 20.0°% 22.7 51.7 51.7 12.7 41.7 41.7 30.7 21.7 21.7 30.7 21.7 21.7 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.3 8.3 8.3 8.3 8.3 8.3 8.3 8.3 8.3 8.3 8.3 8.3 Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 1.0 2.0 2.0 1.0 2.0 2.0 1.0 2.0 2.0 1.0 2.0 2.0 Min Min Min Min Min Min Min Min Min Min Min Min 7.0 7.0 7.0 7.0 40.0 40.0 40.0 40.0 0 0 0 0 22.7 37.9 37.9 5.9 21.0 21.0 6.3 12.1 12.1 5.5 11.3 112 0.24 0.40 0.40 0.06 0.22 0.22 0.07 013 0.13 0.06 0.12 0.12 0.68 0.34 0.19 0.39 026 0.12 0.43 0.26 0.16 0.31 0.21 0.76 38.0 21 A 3.2 48.7 32.8 0.5 49.2 38.0 0.9 47.7 UA 13.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Everglades Blvd -Oil Well R9 2038 Ph,1 Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page 1104 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 Lanes, Volumes, Timings 1 : Everglades Blvd & Oil Well Rd 06120r2022 Lane Group EBL EBT EBR WBL W B T WBR NBL NBT NBR SBL SBT SBR Taal Delay 38.0 21.4 3.2 48.7 3208 0.5 49.2 38.0 0.9 47.7 38.4 13.7 LOS D C A D C A D D A D D B Approach Delay 27.1 31.5 34.1 2200 Approach LOS C C C C Queue Length 50th fit) 160 98 0 23 72 0 27 30 0 1 � 24 0 Queue Length 95th (ft) 232 167 29 50 115 0 55 50 0 40 43 93 Internal Link Dist fit) 2310 M7 1399 1362 Turn Bay Length fit) 660 600 640 525 475 525 490 680 Base Capacity (vph) 809 1900 921 448 2181 $02 1053 1103 513 1094 1146 M Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reducin 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v1c Ratio 0.6� 0.25 0.15 0.18 0.18 0.07 0.09 0.14 0.12 0.05 0.11 0.63 Intersection Summary Area Type: Other Cycle Length:150 Actuated Cycle Length:94.6 _ Natural Cycle:160 Control Type: Actuated -Uncoordinated Maximum vic Ratio: 0.76 Intersection Signal Delay:27.6 Intersection LOS: C Intersection Capacity Uilization 722% ICU Level of Service C Analysis Period (min)15 S lits and Phases: 1: Everglades Blvd & Oil Well Rd dA 01 02 \01003 '04 05 07 R 08 Everglades Blvd - Oil Well Rd 20U PM Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page 1105 Brightshore Village -SRA - TIS Section 2 -Intersection Analysis -August 2022 Lanes, l{olUme�, Tirrlings 1 : Everglades Blvd & Oil Well Rd �6r2or2o22 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � tt '�'� ttt r ttt r ttt Traffic Volume (vph) 514 450 12> 75 375 112 $6 182 55 97 145 406 Future Volume (vph) 614 460 12$ 75 375 112 $6 11*12 55 97 146 405 Ideal Flow phpl) 1900 1900 1 %0 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length fit) 650 600 640 525 475 525 490 Q0 Storage Lanes 2 1 2 1 2 1 2 1 Taper Length fit) 160 100 100 100 Lane Util_ Factor 0.97 0195 1.00 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.91 1.00 Frt 0.>50 0.>50 0.>50 0,>50 Fit Protected 0.960 0.950 0.950 0.950 Satd. Flow (prot) 3367 3471 1553 3335 4940 1638 3242 003 1495 3367 490 1663 FIt Permitted 0.950 0 p50 0,950 0.950 Satd. Flow (perm) 3367 3471 1553 3335 4940 153> 3242 003 1495 3367 49U 1553 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTO R) 159 220 220 431 Link Speed (mph) 45 45 45 45 Link Distance fit) 2390 1967 1479 1442 Travel Time (s) 36.2 29.> 22.4 21.$ Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 UN 0.94 0.94 Heavy Vehicles (°A6) 4% 4% 4% 6% 5% 6% $% $% $% 4% 4% 4% Adj. Flow (vph) 547 479 136 >0 399 119 91 194 59 103 164 431 Shared Lane Traffic (�!b) Lane Group Flow (vph) 547 479 136 $0 399 119 91 194 59 103 164 431 Tum Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Proteled Phases 1 6 5 2 7 4 3 > Permitted Phases 6 2 4 $ Detelor Phase 1 6 6 5 2 2 7 4 4 3 > $ Switch Phase Minimum Initial (s) 5.0 12.0 12.0 5.0 21.0 21.0 5.0 10.0 10.0 5.0 10.0 10.0 blinimum Split (s) 13.$ 20.$ 20.$ 13.$ 55.3 55.3 13.$ 1$.$ 1$.$ 13.3 55.3 55.3 Total Split (s) 31.0 60.0 60.0 21.0 50.0 50.0 39.0 30,0 30,0 39.0 X0 30.0 Total Split (°/6) 20.7% 40.0% 40.0% 14.0% 3343% 33.3% 26.0% 20.0% 20.0% 26.0% 20.0% 20.0% Maximum Green (s) 22.7 51.7 51.7 12.7 41.7 41.7 30.7 21.7 21.7 30.7 21.7 21.7 Yellow Time (s) 4.$ 4.> 4.$ 4.$ 4.> 4.$ 4.8 4.$ 4.$ 4.> 4.$ 4.$ All -Red Time k�) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lest Time (s) $.3 >.3 U >.3 $.3 $.3 >.3 U U >.3 >.3 0.3 LeadlLag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 1.0 2.0 2.0 140 2.0 2.0 1.0 2.0 2.0 1.0 2.0 2.0 Recall Mode Min Min Min Min Min Min Min Min Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 40.0 40.0 40.0 40.0 Pedestrian Calls (0hr) 0 0 0 0 Act Effct Green (s) 22.7 37.9 37.9 5.9 21.0 21.0 6.3 11.3 11.3 6.5 11.5 11.5 Actuated g/C Ratio 0.24 0.40 0A0 0.06 0.22 0.22 0.07 0.12 0.12 0.07 0.12 U2 v!c Ratio 0.0 0.35 0.19 0.39 0.36 0.23 0.43 0.34 0.16 0.45 0.26 0.76 Control Delay 33.1 21 F 3.2 0.$ 32.9 1.1 49.3 40.1 0.9 49.2 3>.$ 13.6 O,ueue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Everglades BlmJ -Oil Well Rd 203> PM rrd PJ Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page 1106 Brightshore Village —SRA — TI ) Section 2 — Intersection Analysis —August 2022 Lanes, Volumes, Timings 1: Everglades Blvd Oil Well Rd 0612W2022 ane Group Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Tflal Delay 38.1 21.5 3.2 45.8 32.9 1.1 49.3 40.1 0.9 49.2 no$ 13.6 LOS D C A D C A D D A D D B q)proach Delay 27.2 28.7 35.8 24.6 Vproach LOS C C D C Queue Length 50th fit) 160 100 0 23 73 0 27 39 0 30 31 4 Queue Length 95th fit) 232 167 29 50 116 0 55 64 0 60 52 93 Internal Link Dist fit) 2310 107 1399 1362 TLim Bay Length qt) 650 500 640 525 475 525 490 680 Base Capacity (vph) 807 1396 920 447 2176 800 1051 1101 512 1092 1143 09 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 4 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vk Ratio 0.68 0.25 0.15 0.1$ 0.18 0015 0009 0.18 0.12 0.09 0.13 0.63 Intersection Summary Area Type: Other Cycle Length:150 Actuated Cycle Length: 94.8 Natural Cycle: 160 Control Type: Actuated -Uncoordinated tvlaximum vic Ratio: 0.76 Intersection Signal Delay:27.9 Intersection LOS: C Intersection Capacity Utilization 722% ICU Level of Service C finalysis Period (min)16 Blvd &Oil Well Rd Euer�lades Blvd -Oil Well lid 2438 PM w PJ Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page 1107 Brightshore Village - SRA - TI ) Section 2 - Intersection Analysis - August zuzz Immokalee Rd & Oil Well Rd Intersection Lanes, Volumes, Timings 3: Oil Well Rd & Immokalee Rd f f1 r r Lane Group WBL WBR NBU NBT NBR. SBL SBT Lane Configurations r A tt r ►j ttt Traffic Volume (vph) 1158 50 4 299 492 105 741 Future Volume (mph) 1158 50 4 299 492 105 741 Ideal Flow phpl) 1900 1900 1900 1900 1900 1900 1900 Storage Length 0) 240 460 290 490 670 Storage Lanes 1 1 1 1 1 Taper Length r) 100 50 50 Lane Util. Factor 0.94 1.00 1.00 0.95 1.00 1.00 0.91 Fit 0.850 0.850 FIt Protected 0,950 0.950 0.950 Satd. Flow (prot) 4942 1583 1770 3343 1553 1687 4988 FIt Permitted 0.950 0.313 0.558 Satd. Flow (perm) 4942 1583 %3 3343 1563 991 4988 Right Turn on Red Yes Yes Satd. Flow (RTO R) 52 513 Linn Speed (mph) 45 45 45 Link Distance fit) 775 719 1028 Travel Time (s) 11.7 10.9 15.6 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy+ Vehicles (°/6) 3% 2% 2% �% 4% 7% 4% Adj. Flow ph) 1206 52 4 311 513 109 772 Shared Lane Traffic e/o) Lane Group Flow (vph) 1206 52 4 311 513 109 772 Turn Type Prot Perm pm+pt NA Perm pm+pt NA Protected Phases 4 1 6 5 2 Permitted Phases 4 6 6 2 Detector Phase 4 4 1 6 6 5 2 Smritch Phase tolinimum Initial (s) 5.0 5.0 5.0 2040 20.0 5.0 20.0 Minimum Split (s) 51.6 51.6 12.1 43.1 43.1 12.1 60.8 Total Split (s) 50 1 50.0 13.0 87.0 87.0 13.0 87.0 Total Split (°r6) 33.3% 33.3% 8. % 58.0% 58.0°,b 8.7% 58.0% Maximum Green (s) 43.5 43.6 5.9 79.9 79.9 5.9 79.9 Yellow Time (s) 4A 4A 4.8 4.8 4.8 4A 4.8 AlkRed Time (s) 2.1 2.1 2.3 2.3 2.3 2.3 2.3 Lost Tirne Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.5 6.5 7.1 7.1 7.1 7.1 7.1 Leadug Lead Lag Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RPCal I Mode Min Min Mi n Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dont }Nalk 33.0 33.0 29.0 29.0 Pedestrian Calls (Abr) 0 0 0 0 Act Effc4 Green 0) 24.2 24.2 27.2 21.5 21.5 27.8 21.8 Actuated g1C Ratio 0.33 0.33 0.37 0.30 0.30 0.38 0.30 vlc Ratio 0.73 0.09 0.01 0.31 0.62 0.26 0.52 Control Delay 24,2 6.7 12.0 21.5 6.1 13.7 23.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Immokalee Rd -Oil Well Rd 2022 AM o6r�2r�o22 Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page 1108 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 Lanes, Volumes, Timings 3: Oil Well Rd & Immokalee Rd 06r2212022 f1l t r 1 Lane Group WBL 1NBR NBU NBT NB SBL SBT Total Delay 24.2 5.7 12.0 21.5 6.1 13.7 23.0 LOS C A B C A B C A{�proach Delay 23.6 11.9 21.8 proach LOS C B C Queue Length 50th fit) 160 0 1 66 0 26 101 Queue Length 95th (Tt) 226 22 6 99 71 62 158 Internal Link Dist fit) 696 639 948 Turn Bay Length fit) 240 450 290 490 670 Base Capacity (vph) 2984 976 318 3313 1543 430 4943 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced vk Ratio 0.40 0.05 0.01 0,09 0.33 0.25 0.16 Intersection 5urtrrnar Brea Tppe: Other Cycle Length:150 Actuated Cycle Length: 72.6 tJakrral Cycle: 115 Control Tppe: Actuated -Uncoordinated Maximum vic Ratio: 0,73 Intersection Signal Delays 19.3 Intersection LOS: B Intersection Capacity Uilization 61.M ICU Level of Service B �nalpsis Period (min) 15 its and Phases: 3: Oil Well Rd &Immokalee Rd ��5 I 1 fr36 Immokalee Rd -Oil Well Rd 2422 AM Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page �109 erightshore Village - SRA - TIS Section 2 - Intersection Analysis - August 2022 Lanes, Volumes, Tirnings 3: Oil Well Rd Immakalee Rd II 0612212022 Lane Ginup WBL WBP, PJBU hJBT I�BR SBL SBT Lane Configurations '�' '� r A tt r '� ttt Traffic Volume (vph) 1323 57 4 342 562 120 846 Future Volume (uph) 1323 57 4 342 562 120 846 Ideal Flow (vphpl) 1900 1900 1 %0 1900 1900 1900 1900 Storage Length (R) 240 460 290 490 670 Storage Lanes 1 1 1 1 1 Taper Length fit) 100 50 50 Line LAil_ Factor 0.94 1.00 1600 0.95 1.00 1 too 0:91 Fit 0.850 4.850 Fit Protected 0,950 0.950 0.950 Satd. Flow (prat) 4894 1553 1736 3471 1553 1736 4988 FIt Permitted 0.950 0.230 UK Satd. Flow (perm) 4494 1553 420 3471 1663 972 4988 Right Turn on Red Yes Yes Satd. Flow (RTOR) 59 585 Link Speed (mph) 45 45 45 Link Distance fit) 776 719 1028 Travel Time (s) 11.7 10.9 15.6 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles Nr6) 4% 4% 4% 4% 4% 4% 4% Adj. Flow rph) 1378 59 4 356 585 126 "1 Shared Lane Traffic (%) Lane Group Flow (vph) 1378 59 4 356 585 125 "1 Turn Type Prot Perm pin-V Ply Perm pm -+pit NA Protected Phases 4 1 6 5 2 Permitted Phases 'N&Wt, 4 6 6 2 Detector Phase 4 4 1 6 6 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 2040 20.0 5.0 20.0 Minimum Split (s) 51.5 51.5 1201 43.1 43.1 12.1 50.8 Total Split (s) 40.0 40.0 13.0 97.0 97.0 13.0 97.0 Total Split (%) 26.7% 26.7% 8.7% 64.7% 64.7% 8.7% 64.7% M1,laximum Green (s) 33.5 33.5 5.9 89.9 89.9 5.9 89.9 1`ellow Time (s) 4.4 4A 4.8 4.8 4.8 4.8 4.8 �JI-Red Time 0) 2.1 21 2.3 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.5 6.5 7.1 7.1 7.1 7.1 7.1 LeadiLag Lead Lag Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Vehicle EAension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3,0 Recall Mode Min Min Min Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 Flash DDnt Walk (s) 33.0 33.0 29.0 29.0 Pedestrian Calls (#ibr) 0 0 0 0 Act Effct Green (s) 33.5 33.5 27.6 22.0 22.0 28.1 22.2 Actuated gIC Ratio 0.41 0.41 0.34 0.27 0.27 0.34 0.27 vtc Ratio 0.69 0.09 0.02 0.38 0.69 0.32 0.66 Control Delay 22.5 5.2 13.8 25.8 7.2 17A 29.1 O,ueue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Immokalee Rd -Oil Well Rd 2038 AM Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page � 110 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis — August 2022 Lanes, Volumes, Timings 3: Oil Well Rd & Immokalee Rd 06122r2022 Lane Group WBL WBR NBU NBT igBR SBL SBT Total Delay 22.5 5.2 13.0 25.3 72 17A 29.1 LOS C A B C A B C Approach Delay 21.8 14.2 27.6 Approach LOS C B C Queue Length 50th fit) 194 0 1 78 0 N 146 Queue Length 95th fit) 274 23 7 115 80 72 in Internal Link Dist (t) 695 639 90 Turn Bay Length fit) 240 450 290 490 670 Base Capacity (tiph) 19N 663 236 3471 1553 U7 49U Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 4 0 0 Reduced vk Ratio 0.69 0.09 0.02 0.10 0:s2 0.32 0.1S Intersection Summary Area Type: Other Cycle Length:150 Actuated Cycle Length:82.1 Natural Cycle:115 Control Type: Actuated -Uncoordinated Maximum We Ratio: 0.69 Intersection Signal Delay:21.4 Intersection LOS: C Intersection Capacity utilization 66.7% ICU Level of Service C Analysis Period (min)15 Splits and Phases: 3: Oil Well Rd &Immokalee Rd fl ©1 1 02 "\NP05"106 Immokalee Rd - Oil Well Rd 20n AM Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page � 111 Brlghtshore Village -.)RA - TIS Section 2 -In tersectlon Anolysls -August 2022 Lanes, Volrames, Timings 3: Oil Well Rd Immokalee Rd Lane Group WBL UUBR NBU NBT NBR SBL SBT Lane Configurations r ,p tt r ttt Traffic Volume (vph) 1323 69 4 546 562 137 1139 Future Volume (vph) 1323 69 4 546 562 137 1139 Ideal Flow Ophpl) 1900 1900 1 %0 1900 1900 1900 1900 Storage Length (ft) 240 450 290 490 670 Storage Lanes 1 1 1 1 1 Taper Length fit) 100 50 50 Lane Util_ Factor 0.94 1.00 1.00 0.95 1.00 1400_j 0.91 Frt 0.850 0.850 FIt Protected 0.960 0.950 0.950 Satd. Flow (prot) 4894 1553 1736 3471 1553 1736 4988 FIt Permitted 0.960 0.137 0.361 Satd. Flow (perm) 4894 1553 250 3471 1553 660 4988 Right Turn on Red Yes Yes Satd, Flo w(RTOR) 72 585 Link Speed (mph) 45 45 45 Link Distance (ftt) 775 719 1028 Travel Time (s) 11.7 10.9 15.6 Peak Hour Factor 0.96 0.96 0.96 0.96 0'% 0.96 0.96 Heavy+ Vehicles CA) 4% 4% 4% 4% 4% 4% 4% Adj . Flow rph) 1378 72 4 569 585 143 11 % Shared Lane Traffic (°fo) Lane Group Flow (vph) 1378 72 4 569 585 143 1186 Turn Type Prot Perm pm+pt NA Perm prn4pt NA Protected Phases 4 1 6 5 2 Permitted Phases 4 6 6 2 Detector Phase 4 4 1 6 6 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 2000 2040 5.0 20.0 Minimurn Split (s) 51.5 51.5 *12.1 43.1 43.1 12.1 50.8 Total Split (s) 40.0 40.0 13.0 97.0 97.0 13.0 97.0 Total Split (�r6) 26.7% 26.7% 8.7% 64.7% 64.7% 8.7% 64.7% Maximum Green (s) 33.6 33.5 5.9 89.9 89.9 5.9 89.9 ]low Time (s) 4.4 4.4 4.8 4.8 4.8 4.8 4.8 fill -Red Time 0 2.1 2.1 2.3 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lest Time (s) 6.5 6.5 7.1 7.1 7.1 7.1 7:1 LeadlLag Lead Lag Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min Min Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 Flash Cant Walk (s) 33.0 33.0 29.0 29.0 Pedestrian Calls (01hr) 0 0 0 0 Act Effct Green (s) 33.6 33.6 34.9 29.2 29.2 35A 29.5 Actuated g1C Ratio 0.38 0.38 0.39 0.33 0.33 0.40 0:33 vlc Ratio 0.75 0.11 0.02 0.50 0.66 0.43 0.72 Control Delay 28.1 5.9 12.2 25.7 5.7 18.3 29.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Immokalee R,d -Oil Well Rd 2038 AM w Fj 06t22�2022 Synchro 11 Report Page 1 Trebilcocl< Consulting Solutions, PA Page � 112 Brightshore Village — MA — TIS Section 2 — Intersection Analysis —August 2u22 Lanes, Volumes, Timings S: Oil Well Rd & Immokalee Rd 06i22r2022 Lane Group WBL WBR NBU NBT NBR SBL SBT Total Delay 28.1 6,9 12.2 25.7 5.7 18.3 29.1 LOS C A B C A B C Approach Delay 27.0 15.6 27.9 Approach LOS C B C Queue Length 50th fit) 232 0 1 134 0 45 213 Queue Length 95th fit) 329 29 6 182 69 78 261 Internal Link Dist 0) 695 639 948 Turn Bay Length (t) 240 450 290 490 670 Base Capacity (vph) 1837 628 196 3467 1649 332 4967 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced vk Ratio 0.76 0.11 0.02 0.16 0.38 0.43 0.24 Intersection Summary Area Type: Other Cycle Length:150 ktuated Cycle Length:89.5 Natural Cycle: 116 Control Type: Actuated -Uncoordinated Maximum vfc Ratio:0.75 Intersection Signal Delay:23.9 Intersection LOS: C Intersection Capacity Uilization 68.6% ICU Level of Service C Analysis Period Qmin) 15 S Iits and Phases: 3: Oil Well Rd &Immokalee Rd "01' .02 f'04 lllllllln� `*05 t06 MF Immokalee Rd" Oil Well Rd 2038 AM w Pj Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page � 113 Brightshore Village -SR/-A - TIS Section 2 -in te ection Analysis -August 2022 Lanes, l�olrames, Tirnings 3: Oil Well Rd & Immekalee Rd fl I r i Lane Group WBL WBR PJBU hJBT PJBR SBL SBT Lane Configurations �'� r 41 tt r ttt Traffic Volume (vph) 490 291 1 987 903 101 449 Future Volume (vph) 490 291 1 987 903 101 449 Ideal Flow (uphpl) 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 240 450 290 490 670 Storage Lanes 1 1 1 1 1 Taper Length fit) 100 50 50 Lane UtU_ Factor 0.94 1400 1000 0.95 1.00 1.00 0.91 Frt 0.850 0.850 FIt Protected 0.950 0.960 0.950 Satd. Flow (prot) 4848 1568 1770 3539 1583 1687 5036 Fit Permitted 0.950 0.469 0.192 Satd. Flow q)erm) 4848 160 874 3539 1583 341 5036 Right Turn on Red Yes Yes Satd. Flow (RTOR) 149 %1 Link Speed (mph) 45 45 45 Link Distance M) 775 719 1028 Travel Time (s) 11.7 10.9 15.6 Feak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (°/0) 6% a% 2% 2% 2% 7% a% Adj . Flow ph) 521 310 1 1050 961 107 478 Shared Lane Traffic (%) Lane Group Flouv (vph) 521 310 1 1050 961 107 478 Tum Type Prot Perm pm+pt NA Penn pm-+pt NA Frote ted Phases 4 1 6 5 2 Perm itted Phases 4 6 6 2 Detector Phase 4 4 1 6 6 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 2000 2000 5.0 20.0 Minimum Split (s) 51.5 51.5 1201 43.1 43.1 12.1 50.8 Total Split (s) 50.0 50.0 13.0 87.0 87.0 13.0 87.0 Total Split (°i6) 33.3% 33.3% 8.7% 58.0% 58.0% 8.7% 58.0% Maximum Green (s) 43.5 43.5 5.9 79.9 79.9 5.9 79.9 Yellow Time (s) 4A 4A 4.8 4.8 4.8 4.8 4.8 All -Red Time (s) 2.1 2.1 2.3 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.5 6.5 7.1 7.1 7.1 7.1 7:1 LeadlLag Lead Lag Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min Min Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 Flash Cunt Walk (s) 33.0 33.0 29.0 29.0 Pedestrian Calls (Ar) 0 0 0 0 Act Effct Green (a) 18A wl .A 60.6 44.8 44.8 51.4 45.2 Axtuated g1C Ratio 0.20 0.20 0.55 0.49 0.49 0.56 0.50 vac Ratio 0.53 0.71 0.00 0.60 0.76 0.38 0.19 Control Delay 35.6 28A 8.0 18.3 5.5 11.3 13.0 O,ueue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o6tzzrz�22 ImmoKalee Rd -Oil Well Rd 2022 PM Synchro 11 Report Page 1 Trebilcocl< Consulting Solutions, PA Page � 114 Brightshore Village —.)RA — TIS Section 2 —in te ection Analysis —August 2022 Lanes, Volumes, Timings 3: Oil Well Rd Immokalee Rd Lane Grnup VUBL WBR �16U PJBT NBR SBL SBT Total Delay 35.6 28A 8.0 18 3 5.5 11.3 13.0 LOS D C A B A B B A{�proach Delay 32.9 12.2 12.7 A{iproach LOS C B B Queue Length 501h fit) 91 81 0 205 0 20 50 Queue Length 95th fit) 164 219 3 349 60 54 91 Internal Link Dist fit) 695 639 948 Turn Bay Length fit) 240 450 290 490 670 Base Capacity(vph) 2436 861 549 3075 1501 284 4375 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced We Ratio 0.21 0*36 0.00 0.34 0.64 0.38 0.11 Intersection Summary Brea Type: Other Cycle Length:150 Actuated Cycle Length: 91.2 NatUral C cle:115 Control Type: Actuated -Uncoordinated Maximum vk Ratio:0.76 Intersection Signal Delay-17.3 Intersection LOS: B Intersection Capacity Utilization 73.3% ICU Level of Service D Analysis Period (min)15 and Phases: 3: Oil Well Rd &Immokalee Rd it �i I t 62 06t22l2022 Immokalee Rd -Oil Well Rd 2022 P M Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page � 115 Brightshore Village - SRA - TIS Section 2 -intersection Analysis - August 2022 Lanes, Volrames, 3: Oi I Well Rd & Lane Grnup Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow phpl) Storage Length fit) Storage Lanes Taper Length fit) Timings mmokalee Rd Lane Util_ Factor Frt Fit Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm)Right Turn on Red Satd, Flow (RTOR) Link Speed (mph) Link Distance (tt) Travel Time (s) Peak Hour Factor Heavy Vehicles (°A) Adj. Flow (uph) Shared Lane Traffic (°Vo) Lane Group Flow (vph) Turn Tppe Prote ted Phases Permitted Phases Detector Phase Switch Phase blinirnurn Initial (s) Minimum Split (s) Total Split (s) Total Split (°r6) M1,laximum Green (s) Yellow Time (s) AJkRed Time (s) Lost Time Adjust (s) Total lost Time (s) LeadlLag Lead -Lag Optimize? Vehicle Bdension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#err) Act Effct Green (s) Actuated g1C Ratio vk Ratio Control Delay O,ueue Delay - fl t r� 1 WBL WBR f1BU fJBT NBR SBL SBT 560 560 1900 240 1 100 4.94 0.950 4894 0.950 4�94 332 332 1904 454 1 1.00 0.850 1553 1553 Yes 128 1 1 1900 290 1 50 1.40 0.950 1736 4.4 43 809 1127 1127 1900 1031 1031 1900 490 1 4.95 1.40 0.850 347'1 1553 3471 1553 Yes 999 115 115 1900 670 1 50 1.04 0.950 1736 0.157 28 7 513 513 1900 0.91 4 940 4940 45 45 45 775 7'19 1028 11.7 10.9 15.6 0.96 0.96 04% 0'% 0.96 0.96 0.96 4°Vo 4% 4% 4% 4% 4% 6% 533 346 1 1174 1074 120 534 583 346 1 1174 1074 124 534 Prot Perm prn+pt Ply Perm pm+pt hJA 4 1 6 5 2 4 6 6 2 4 4 1 6 6 5 2 5.0 5.0 5.0 20.0 20.0 5.0 20.4 51.5 51.5 '12.1 43.1 43.1 12.1 54.8 54.0 50.0 13.0 87.0 87.0 '13.0 37.0 33.a% 33.3% $ 7% 58.0°fo 58.0% $ 7% 5$.0% 43.5 43.5 5.9 79.9 79.9 5.9 79.9 4.4 4A 4.8 4.8 4.8 4.8 4.� 2.1 2.1 2.3 2.3 2.3 2.3 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.5 6.5 7.1 7.1 7.1 7.1 7.1 Lead Lag Lag Lead Lag Yes Yes Yes Yes Yes 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Min Min Min Min Min Min Min 7.0 7.0 7.0 7.0 33.0 33.0 29.0 29.0 0 0 0 0 24.2 24.2 62.3 57.0 57.0 63.6 57.3 4.22 0.22 0.57 0.52 0.62 0.58 0.52 0.54 0.78 0,00 0.66 0.83 0A 0.21 40,2 39.0 9.0 21.1 9.0 16,8 14.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 IrnrnoKalee Rd -Oil Well Rd 2033 P M 06r`22�2022 Synchra 11 Report Page 1 Trebilcock Consulting Solutions, PA Page � 116 Brightshore village —.)RA — H.) Section 2 — Intersection Analysis —August 2022 Lanes, Volumes, Timings 3: Oil Well Rd & Immokalee Rd Lane Group WBL WBP, pJBl1 hJBT NBR SBL SBT Total Delay 40.2 39.0 9.0 21.1 9.0 15.8 14.3 L08 D D A C A B B A{cproarh Delay 39.7 152 14.6 Approach LOS D B B Queue Length 50th fit) 125 144 0 286 24 28 66 Queue Length 95th fit) 202 305 3 472 212 71 116 Irrternal Link Dist fit) 695 639 948 Turn Bay Length fit) 240 450 290 490 670 Base Capacity (inch) 2059 727 620 2638 1420 249 3756 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced vIc Ratio 0.28 0.48 0.00 0.45 0.76 0.48 0.14 lRit�rsectian Summary Area Type: Other Cycle Length:150 A tuated Cycle Length: 109.3 Natural Cycle:115 Control Type: Actuated -Uncoordinated blaximum vfc Ratio: 0.83 Intersection Signal Delay:21.1 Intersection LOS: C Intersection Capacity Utilization 82.0% ICU Level of Service E Analysis Period (min) 15 its and Phases: 3:Oil Well Rd &Immokalee Rd 0 1 I � 62 � ■ I 06f22t2022 Immokalee Rd -Oil Well Rd 2038 PM Synchro 11 R,eport Page 2 Trebilcock Consulting Solutions, PA Page � 117 Brightshore Village - SRA - TIS Section 2 -in te ect ion Analysis - August 2022 Lanes, VOlUmes, Timings 3: Oil Well Rd Immakalee Rd 06/22/2022 Lane Group WBL UIiBR NBU PdBT NBR SBL SBT Lane Configurations'�'� r A tt r ttt Traffic Volume (vph) 660 352 1 1472 1031 130 764 Future Volume (vph) 560 352 1 1472 1031 130 764 Ideal now "hpl) 1900 1900 1900 1900 1900 1 %0 1900 Storage Length 0) 240 450 290 490 670 Storage Lanes 1 1 1 1 1 Taper Length fit) 100 50 50 Lane kAil_ Factor ON 1.00 1.00 0.95 1.00 1400 0.91 Fit 0.850 0.$50 Fit Protected 0.950 0,960 0.950 Satd. Flow (prat) 4394 1653 1736 3471 1653 1736 4940 FIt Permitted 0.960 0.322 0.077 Satd. Flow (perm) 404 1563 6U 3471 1553 141 4940 Right Turn on Red Yes Yes Satd. Flow (RTOR) 95 976 Link Speed (mph) 45 45 45 Link Distance fit) 775 719 1028 Travel Time (s) 117 10.9 15.6 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 5% Adj. Flow (vph) 533 367 1 1533 1074 135 796 Shared Lane Traffic (°/o) Lane Group Flow (vph) 683 367 1 1533 1074 135 796 Turn Type Prot Perm prn-*pt 14A Perm pmV NA Protected Phases 4 1 6 5 2 Permitted Phases dh 4V 6 6 2 Detector Phase 4 4 1 6 6 5 2 Switch Phase AIL . Minimum Initial (s) 5.0 5.0 5.0 20.0 2060 5.0 2000 Minimum Split (s) 51.5 51.5 12.1 43:1 43.1 1201 50.8 Total Split (s) 50.0 50.0 13.0 U 0 87.0 13.0 87.0 Total Split (°i6) 33.3% 33.3% S.7% 58.0% 58.0% 8.7% 58.0% Marimurn Green (s) 43.5 43.5 5.9 79.9 79.9 5.9 79.9 1`e[low Time (s) 4.4 4.4 4.8 4.8 4.? 4.8 4.� AJkRed Time (s) 2.1 2.1 2.3 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lest Time (s) 6.5 6.5 7.1 7.1 7.1 7.1 7.1 Lead1ag Lead Lag Lag Lead Lag Lead -Lag Optirniae? Yes Yes Yes Yes Yes Vehicle B3ension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min Min Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 33.0 33.0 29.0 29.0 Pedestrian Calls (Obr) 0 0 0 0 Act Effct Green (s) 30.5 30.5 79A 73.3 73.3 79.7 73.6 Actuated g1C Ratio 0.23 0.23 0.60 0.56 0.56 0.61 0.56 vac Ratio 0.51 0.85 0.00 0.79 0.83 0 v5 0.29 Control Delay 45.5 54.1 10.0 27.5 91 60A 15.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ImrnoKalee Rd -Oil Well Rd 203� P M w PI Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page � 118 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2r722 Lanes, Volumes, Timings 3: Oil Well Rd & Immokalee Rd 06122t2022 Lane Grrnup WBL 1NBR NBU NBT NBR SBL SBT Total Delay 45.5 54.1 10.0 27.5 9.1 60.4 15.9 LOS D D A C A E B Approach Delay 0,1999 22A Approach LOS D B C Queue Length 50th fit) 163 244 0 522 n 42 124 Queue Length 95th 0) 202 363 3 740 272 4A49 M Internal Link Dist qt) 695 639 90 Turn Bay Length fit) 240 450 290 490 670 Base Capacity (Th) 1665 690 409 2169 1336 169 3093 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced vIc Ratio 0.35 0.62 0.00 0.71 0.80 0.86 0.26 Intersection Summary Area Type: Other Cycle Length:150 Actuated Cycle Length: 131 Natural Cycle:125 Control Type: Actuated -Uncoordinated Maximum vic Ratio:0.85 Intersection Signal Delay: 26.5 Intersection LOS: C Intersection Capacity Ltilization 52.9% ICU Level of Service E Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue maybe longer. Queue shown Is maximum after two cycles. S lits and Phases: 3: Oil Well Rd &Immokalee Rd #1 01 02 04 NOW:] MEME11 1*05 1 0b 13s Immokalee Rd - Oil Well Rd 2033 P M w Pj Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page 1119 Brightshore Village -SFiA - TIS Section 2 - Intersection Analysis -August 2022 Immokalee Rd & Wilson Blvd Intersection Lanes, Volurnes, Timings 1: Wilson Blvd & Imrnokalee Rd 06/23/2022 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SET SBR Lane Configurations ttt r ttt r 4 r 4 r Traffic Volume (vph) U 865 98 179 2524 16 252 2 127 19 11 96 Future Volume (Th) U 865 98 179 2524 16 252 2 127 19 11 96 Ideal Flow phpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length 0) 280 370 440 226 0 300 0 IN Storage Lanes 1 1 1 1 0 1 0 1 Taper Length fit) 60 100 0 0 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1 .00 1.00 1.00 1.00 1400 Fa 0.360 0.860 0.850 0.860 Fit Protected 0.950 0.950 0.953 0.970 S2td. Flow (prod) 1641 4803 1609 1703 5085 1624 0 1768 1563 0 1774 1568 Fit Permitted 0.066 0.261 0.963 0.970 Satd. Flow (perm) 95 4803 1509 468 5085 1524 0 1758 1563 0 1774 160 Right Turn on Red Yes Yes Yes Yes Satd, Flow (RTOR) 134 134 137 130 unk Speed (mph) 45 45 46 30 unk Distance (ft) 1845 1439 954 905 Travel Time (s) 28.0 212 14.5 20.6 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (°A) 10% 8% 7% 6% 2% 6% 3% 2% 4% 5% 2% a% Ad1. Flow ph) 19 930 106 192 2714 16 271 2 137 20 12 103 Shared Lane Traffic e/o) Lane Group Flow (vph) 19 930 105 192 2714 16 0 273 137 0 32 103 Turn Type pmv NA Perm pm+pt NA Perm Split NA pt+ov Split NA Perm Protected Phases 1 6 6 2 4 4 4 5 8 8 Perrnitted Phases 6 6 2 2 8 Detector Phase 1 6 6 6 2 2 4 4 4 6 8 8 8 Smiiteh Phase Minimum Initial (s) 5.0 2000 2000 5.0 20.0 2060 6.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.8 46.3 46.3 11.8 U$ o 38.0 57.3 57.3 55.3 66.3 55.3 Total Split (s) 12.0 8 0. 0 80.0 12.0 80.0 80.0 38.0 38.0 20.0 20,0 20.0 Total Split (%) 8.O% 53.3% 53.3% ii. % 63.3% 53.3% 26.3% 25,a% 13.3% 13.3% 13.3% Maximum Green (s) 6.2 73.2 73.2 6.2 73.2 73.2 30.7 30.7 12.7 12.7 12.7 Yellow Time (s) 4.8 4.8 4.8 4.8 4.� 4.8 4.8 4.8 0 4.8 4.8 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.5 2.6 2.6 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 6.8 6.8 7.3 7.3 7.3 LeadlLag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle EAension (s) 1.0 6.0 6.0 2.0 6.0 6.0 2.0 2.0 1.0 1.0 140 Recall Mode Min Min Min Min Min Min Min k1in Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (S) 31.0 31.0 22.0 2200 42.0 42.0 39.0 39.0 39.0 Pedestrian Calls (Abr) 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 78.3 73.2 73.2 78.6 73.4 73.4 25.0 29.7 6A 6.4 Actuated gIC Ratio 0.67 0.53 0.63 0.57 0.53 0.63 0.18 0.22 0.05 0.05 (k Ratio 0.17 0.37 0.12 0.62 1.00 0.02 0 A 0.31 0.39 0.53 Control Delay 16.7 20.1 1.6 25.6 51.0 0.1 79.7 6.3 79.5 14.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 Immokalee Rd - Wilson Blvd 2022 AM Synchro 11 Report Page 1 Trebilcocl< Consulting Solutions, PA Page � 120 erightshore Village — SRA — TIS Section 2 — Intersection Analysis — August 2022 Lanes, Volumes, Timings 1 : Wilson Blvd & Immokalee Rd 0612312022 Lane Group EBL EBT EBP, WBL 1NBT 14rBR PJBL PJBT NBR SBL SBT SBR Total Delay 15.7 20A 1.6 25.6 51.0 0.1 79.7 6.3 79.5 14.7 L08 B C A C D A E A E B Approach Delay 1$.2 49.0 55.2 30.0 Approach LOS B D E C Que ue Length 50th ) 6 174 0 71 �$94 0 239 0 29 0 Queue Length 95th (nj 20 232 17 126 #1124 0 363 43 66 35 Internal Link Dist (ftj 1765 1359 V4 825 Turn Bay Length 2N 370 440 225 300 130 Base Capacity (vph) 112 2551 $64 312 2701 V2 391 600 163 262 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced vlc Ratio 0.17 0436 0.12 0.62 1000 0402 0.70 0.27 0.20 0.39 Intersection SLiMmary -- - Area Type: Other Cly l Length:150 Actuated Cycle Length: 133.1 NatUral Cycle:175 Control Type: Actuated -Uncoordinated Maximum vic Ratio:1.00 Intersection Signal Delay- 41.8 Intersection LOS: D Intersection Capacity Utilization 91.1 % ICU Level of Service F Analysis Period (min) 15 Volume exceeds capacity, queue is theoretically infinite. Queue shown Is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Wilson Blvd &Immokalee Rd Immokalee Rd -Wilson Bled 2022 AM Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page � 121 Brightshore Village -.)RA - TIS Section 2 -Intersection Analysis -August 2022 Lanes, Vol tames, Timings 1: Wilson Blvd &r Immokalee Rd 061z312022 Lane Group EBL EBT EBR WBL W'BT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '� ttt ' ttt +T r +T r Traffic Volume (vph) 22 1047 119 217 3065 1$ 305 2 154 23 13 116 Future Volume (vph) 22 1047 119 217 3065 18 305 2 154 23 13 116 Ideal Flow phpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 20 370 440 226 0 300 0 130 Storage Lanes 1 1 1 1 0 1 0 1 Taper Length fit) 50 100 0 0 Lane Util_ Factor 1,00 0.91 1.00 1.00 0.91 1,00 1 A0 1 .00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.960 0.953 0.969 Satd. Flow (prot) 1703 4893 1624 1736 4988 1563 0 1741 1553 0 1770 1553 FIt Permitted 0.061 0.174 0.953 0.969 Satd. Flow (perm) 109 4893 1524 318 4988 1553 0 1741 1563 0 1770 1553 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 134 134 164 130 Link Speed (mph) 45 45 45 30 ljnk Distance (ftt) 1845 1439 964 905 Travel Time (s) 28.0 21.8 14.5 20.6 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (i6) 6% 6% 6% 4% 4% 4% 4% 4% 4% 4% 4% 4% dj . Flow kph) 23 1114 127 231 3260 19 324 2 164 24 14 123 Shared Lane Traffic (%) Lane Group Flow (vph) 23 1114 127 231 3250 19 0 326 164 0 38 123 Turn Type pm -Tit NA Perm prn+pt NA Perm Split NA pt+ov Split NA Perm Protected Phases 1 6 5 2 4 4 4 5 8 S Permitted Phases 6 6 2 2 8 Detector Phase 1 6 6 5 2 2 4 4 4 5 8 3 8 Switch Phase tulinimum Initial (s) 5.0 20.0 20.0 5.0 2000 2060 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.8 46.3 46.3 11.$ 3$.0 X0 57.3 672 55.3 55.3 55.3 Total Split (s) 12.0 72.0 7200 17.0 77.0 77.0 38.0 38.0 23.0 23.0 23.0 Total Split (°r6) 8.0% 48.0% 48.0% 11.3% 61 ia% 61.3% 252% 25.3% 15.3% 15.3% 15.3% M1,laximum Green (s) 5.2 05.2 65.2 10.2 70.2 70.2 30.7 30.7 15.7 15.7 15.7 1`ellow Time (s) 4.8 4.8 4.9 4.8 4.8 4.8 4.S 4.8 4.8 4.8 U f�Jl-Red Time N 2.0 2.0 2.0 2.0 2.0 2.0 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0,0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6 ° 6.8 6.8 6.8 7.3 7.3 7.3 LeadlLag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 1.0 5.0 5,0 2.0 5.0 5.0 2.0 2.0 1.0 1.0 1.0 Recall Mode Min M1,1in Min Min Min Min Min Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7A 7.0 7.0 7.0 Flash Dont Walk (s) 31.0 31.0 22.0 22.0 42.0 42.0 39.0 39.0 39.0 Pedestrian Calls (Ohr) 0 0 0 0 0 0 0 0 0 Act Eifct Green (s) 70.1 65.1 65.1 $0.5 70.3 70.3 28.9 38.6 6.8 6.8 Actuated gIC Ratio 0.50 0.47 0.47 0.58 0.51 0.51 0.21 0.2$ 0,06 0.05 v!c Ratio 0.21 0.49 0.16 0.80 1.29 0.02 0.90 0.30 0.44 0.62 Control Delay 17.9 26.8 3.5 37.7 165.2 0.1 $2.3 5.0 81.0 22.8 O,ueue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Unmok@lee Rd - Wilson Blvd 2038 AM S_ynchro 11 Report Page Trebilcock Consulting Solutions, PA Page � 122 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis — August 2022 Lanes,l�olumes, Timings 1 : Wilson Blvd & Immokalee Rd 46t2312022 Oro Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 17.9 26.8 3.5 37.7 165.2 0.1 822 5.0 81.0 22.8 L08 B C A D F A F A F C Approach Delay 400000 24.3 155.8 56A 36.5 Approach LOS C F E D Queue Length 50th (ft) 9 . 254 0 97 �1391 0 20 0 35 0 Queue Length 95th (ft) 23 311 34 M 99 M 520 0 4970 42 75 59 Internal Link Dist (ft) 1765 1359 874 825 Turn Bay Length (t) 280 370 440 225 300 130 Base Capacity (vph) 114 2293 785 287 2517 850 384 667 199 290 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spilleack Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.49 0.16 0.80 1.29 0.02 0.85 0.29 0.19 0.42 Intersection Summary Area Type: Other Cycle Length:150 Actuated Cycle Length: 139 42 Natural Cycle:175 Control Type: Actuated -Uncoordinated blaximum vIc Ratio: 1.29 Intersection Signal Delay 112.6 Intersection LOS: F Intersection Capacity Utilization 104.a% ICU Level of Service G Analysis Pedod (rrrin) 15 Volume exceeds capacity, queue is theoretically infinite. Queue shown Is maximum after two cycles. 95th percentile volume exceeds capacity, queue may he longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Wilson Blvd &Immokalee Rai Immokalee Rd -Wilson Bled 2038 AM Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page 1123 Brightshore Village - SRA - TIS Section 2- Intersection Analysis - August 2022 LB.nVS, Valr.ames, Tirrlings 1: Wilson Blvd Irnmokalee Rd o8n1rzo22 ` - Lane G�nup EBL EBT EBR UUBL UUBT UUBR NBL NBT NBR SBL SBT SBR Lane Configurations '� ttt ttt ( '�� t r tt r Traffic Volume (vph) 22 1047 119 217 3055 18 305 2 154 23 13 116 Future Volume (vph) 22 1047 119 217 3055 18 305 2 164 23 13 116 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I%o 1900 Storage Length (R) 280 370 440 226 No No No 130 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length fit) 50 100 50 50 Lane Util_ Factor 1100 0.91 1.00 1.0o 0.91 1.00 0.97 1 .00 1.00 1.00 0.95 1.00 Ftt 0.850 0 050 0 050 0.850 Fit Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1703 4893 1624 1736 4988 1553 3367 1327 1553 1736 3471 1563 Fit Permitted 0.044 0.202 0.950 0.851 Satd. Flow (perm) 79 4893 1524 369 4988 1553 3367 1827 1553 1555 3471 1563 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 183 134 164 130 Link Speed (mph) 45 45 45 30 Link Distance (fit) 1845 1439 954 906 Travel Time (s) 28.0 21.8 14.5 20.6 Feak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (/6) 6% 6% 6% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow ph) 23 1114 127 231 K50 19 324 2 164 24 14 123 Shared Lane Traffic (°fo) Lane Group Flow (vph) 23 1114 127 231 3250 19 324 2 164 24 14 123 Tum Type pm+pt NA Perm pm+pt NA Perm Prot NA pm-+ov pm-V NA pm+ov Protected Phases 1 6 5 2 7 4 5 3 8 1 Permitted Phases 6 6 2 2 4 8 8 Detector Phase 1 6 6 5 2 2 7 4 5 3 8 1 Switch Phase Minimum Initial (s) 5.0 20.0 20.0 5.0 2000 20.0 5.0 5.0 5.0 5.0 5.0 5.0 h,linimum Split (s) 11.8 46.3 46.3 11.8 38.o 38.0 57.3 67.3 11.8 55.3 55.3 11.8 Total Split (s) 12.0 87.0 87.0 28.0 103.0 103.0 23.0 12.0 28.0 23.0 012.0 12.0 Total Split (°,b) 8.0% 58.0% 58.o°r6 18.7% %7% 68.7% 15.3% 8bo% 18.7% 152% 8.0% 8.0% Maximum Green (s) 5.2 80.2 80.2 21.2 96.2 96.2 15.7 4.7 21.2 15.7 4.7 5.2 Yellow Time (s) 4.8 4 6 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 All -Red Time ��) 200 2,0 2.0 2.0 2.0 2.0 2.5 2.5 2.0 2.5 2.5 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 6.8 6.8 7.3 7.3 6.8 7.3 7.3 6.8 LeadlLag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 1.o 5.0 5.0 2.0 5.0 5.0 2.0 2.0 2.0 1.0 1.0 1.0 Recall Mode Min Min Min Min Min Min Min Min Min Min Min Min UUalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 31.0 31.o 22.0 22.0 4200 42.0 39.0 39.o Pedestrian Calls (0hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 95.2 90.2 90.2 106.E 96.2 96.2 15.6 14.6 32.8 10.4 4.7 17.0 Actuated giC Ratio 0.64 0.60 0.60 0.71 0.64 0.64 0.10 0.10 0.22 0.07 0.03 0.11 vlc Ratio 0.22 0.38 0.13 0.64 1.01 0.02 0.92 0.01 0.35 0.21 0.13 0.42 Control Delay 12.5 16.0 0.6 15.1 46.3 0.1 97.9 62.5 8.5 56.0 73.3 12.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Immokalee Rd - Wilson BI}tt1 2038 AM Improved 1 Synrhro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page � 124 Brightshore Village - SRA - TIS Section 2- Intersection Analysis -August 2022 Lanes, Volumes, Timings 1 : Wilson Blvd Immokalee Rd 0811)2022 one Group EBL EBT EBR WBL WBT WOW. NBL NBT NBR SBL SBT SBR Total Delay 12.5 16.0 0.6 15.1 46.3 0.1 97.9 62.5 8.5 56.0 73.3 12.9 LOS B B A B D A F E A E E B Approach Delay 14.3 43.9 67.8 24.6 Approach LOS B D E C Queue Length 50th fit) 6 190 0 66 �1223 0 164 2 0 20 7 0 Queue Length 95th fit) 14 241 5 97 0289 0 #250 11 61 48 20 56 Internal Link Dist (fit) 1765 1359 874 825 Turn Bay length (It) 280 370 440 226 300 300 300 130 Base Capacity (vph) 106 2949 991 469 3204 1046 352 178 563 230 108 293 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vlc Ratio 0.22 0.38 0.13 0.50 1.01 0.02 0.92 0.01 0.29 0.10 0.13 0.42 Intersection Summary Area Type: Other Cycle Length:150 Actuated Cycle Length:149.7 Natural Cycle:175 Control Tppe: Actuated -Uncoordinated Maximum v/c Ratio:1,01 Intersection Signal Delay: 38.6 Intersection LOS: D Intersection Capacity Utilization 96.0% ICU Level of Service F Analysis Period (min) 15 Volume exceeds capacity, queue is theoretically infinite. Queue shown Is maximum after two cycles. # 95th percentile volume exceeds capacity, queue maybe longer. Queue shown Is maximum after two cycles. S 14s and Phases: 1: Wilson Blvd &Immokalee Rd 01 02 \'PN03 104 005 6 07 �08 28 Immokalee Rd - Wilson Blvd 203$ AM Improved 1 Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page � 125 Brightshore Village - SRA - TI ) Section 2 - Intersection Analysis - August 2022 Lanes, Volumes, Timings 1 : Wilson Blvd & Immokalee Rd 08I1112022 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '� ttt r ttt '� t r '� tt r Traffic Volume (vph) 22 1047 119 217 3056 18 305 2 154 23 13 116 Future Volume (vph} 22 1047 119 217 3055 18 305 2 154 23 13 110 Ideal Flowrphpl} 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft} 280 370 440 226 340 300 300 130 Storage Lanes 1 1 2 1 1 1 1 1 Taper Length fit} 50 100 60 50 Lane Util_ Factor 1.00 0.91 1.00 0.97 0.91 1000 0.97 1,00 1.00 1.00 0.95 1.00 Frt OA$0 0.860 0 50 0.850 Fit Protected 0.960 0.950 0.950 0.950 Satd. Flow (prot) 1703 4893 1524 3367 4988 1653 3367 1827 1553 1736 3471 1563 Fit Permitted UO 0.950 0.950 0.800 Satd. Flow (perm) 86 4893 1524 3367 4988 1563 3367 1827 1563 1462 3471 1563 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 183 134 164 130 Link Speed (mph) 45 45 45 30 Link Distance (fit} 1345 1439 964 906 Travel Time (s) 28.0 21.8 14.5 20.6 Feak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles {/o} 6% 6% 6% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj . Flow (vph) 23 1114 127 231 3250 19 324 2 164 24 14 123 Shared Lane Traffic (/6} Lane Group Flow (vph) 23 1114 127 231 3260 19 324 2 164 24 14 123 Turn Type pm+pt NA Perm Prot NA Perm Prot NA pt-+ov pm+pt NA prn-+ov Protected Phases 1 6 6 2 7 4 45 3 8 1 Permitted Phases 6 6 2 8 8 Detector Phase 1 6 6 5 2 2 7 4 46 3 8 1 Switch Phase Minimum Initial (s) 5.0 20.0 20.0 6.0 20.0 20.0 5.0 5.0 6.0 6.0 5.0 hlinimum Split (s) 11.8 46.3 46.3 11.8 38.0 38.0 57.3 67.3 56.3 65.3 11.8 Total Split (s) 13.0 79.0 79.0 34.0 100A 100.0 24.0 12.0 25.0 13.0 13A Total Split (%} 8.7% 62.7% 62.7% 22.7% 66.7% 66.7% 16.0% 8tO% 16.7% 8.7% 8.7% Maximum Green (s) 62 72.2 7202 27.2 93.2 93.2 16.7 4.7 17.7 5.7 6.2 Yellow Time (s) 4.8 0 4.8 4.8 0 4.8 4.8 4.8 4.8 4.8 4.8 All -Red Time ` ) 2.0 2.0 2.0 2.0 2.0 2.0 2.5 2.5 2.5 2.5 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 6.8 6.8 7.3 7.3 7.3 7.3 6.8 LeadlLag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes t+'ehicle Extension (s) 1.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 1.0 1.0 1.0 Recall Mode Min Min Min Min Min Min Min Min Min Min Min 111alk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s} 31.0 31.0 22.0 22.0 42.0 42.0 39.0 39.0 Pedestrian Calls (#fhhr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 88.7 83.7 83.7 14.5 93.2 93.2 16.2 15.5 36.8 10.7 5.0 17.3 Actuated giC Ratio 0.60 0.57 0.67 0.10 0.63 0.63 0.11 0.11 0.25 0.07 0.03 0.12 vtc Ratio 022 0.40 0.13 0.70 1.03 0.02 0.88 0.01 0.32 0.21 0.12 0.42 Control Delay 13.5 18:8 0.7 75.8 52A 0.1 88.7 60.0 75 54A 71.7 1205 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 Immokalee Rd -Wilson Blvd 2038 AM Improved 2 Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page 1126 Brightshore Village — SRA —it.) Section 2 — Intersection Analysis —August 2022 Lanes, Volumes, Timings 1: Wilson Blvd Immokalee Rd 0811112022 Lane Group EBL EBT EBR WBL VYBT WER NBL NBT NBR SBL SBT SBR Total Delay 13.5 18.8 0.7 75° 52A 0.1 oY.7 60.0 7.5 54.1 71.7 12.5 LOS B B A E D A F E A D E B Approach Delay 16.9 53.6 61.4 23.9 Approach LOS B D E C Queue Length 50th (ftt) 6 213 0 113 �1232 0 160 2 0 19 6 0 Que Lie Length 95th lTt) 15 266 6 155 4A 299 0 #h40 11 58 47 20 56 Internal Link Dist fit) 176jW 1369 874 825 Turn Bay Length fit) 280 370 440 226 300 300 300 130 Base Capacity (vph) 120 2774 943 620 3148 1029 380 192 630 257 133 308 Starvation Cap Reducin 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reducin 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vic Ratio 0.19 0.40 0.13 027 1.03 0.02 0.85 0.01 0.26 0.09 0.11 0.40 Intersection Summary Area Type: Other Cycle Length:150 Actuated Cycle Length:147,6 Natural Cycle:175 Control Type: Actuated -Uncoordinated Maximum vk Ratio:1.03 Intersection Signal Delay: 44,9 Intersection LOS: D Intersection Capacity Uilization 96.0% ICU Level of Service F Analysis Period (min)15 Volume exceeds capacity, queue is theoretically infinite. Queue shown Is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Wilson Blvd &Immokalee Rd * 01 02 �0 �� } 005 '430" 4\ 07 T 03 NEW Immokaloe Rd - Wilson Blvd 2038 AM Improved 2 Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page 1127 Brightshore Village -SR/-A - TIS Section 2 -in tersectlon Analysis -August 2022 Lanes, Valumes, Timings 1 : Wilson Blvd Irnmoltalee Rd W12r2022 Lane Group EBL EDT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '� tttt r ttttt r Ift r Traffic Volume (vph) 22 1047 119 217 3055 18 305 2 154 23 13 116 Future Volume (vph) 22 1047 119 217 3056 18 305 2 164 23 13 116 Ideal Flowrphpl} 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (1t} 280 370 440 226 310 300 150 160 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length Qt} 50 100 50 50 Lane L1til_ Factor 1.00 0.86 1.00 1.00 0.86 1.00 0.97 1 .00 1.00 1.00 0.95 1.00 Fit 0.850 0.850 0 050 0.850 Fit Protected 0.960 0.950 0.950 0.950 Satd. Flow (prot) 1703 6166 1624 1736 6286 1553 3367 1827 1553 1736 3471 1563 FIt Permitted 0.950 0.950 0.950 Satd. Flow (perm) 1703 6166 1524 1736 6286 1663 3367 1827 1553 1827 3471 1553 Right Turn on Red Yes Yes Yes Yes Satd. Flo w (RTO R) 183 134 164 130 Link Speed (mph) 45 45 45 30 Link Distance (Ft} 1845 1439 954 905 Travel Time (s) 28.0 21.8 14.5 2006 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (°r6} 6% 6% 6% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 23 1114 127 231 3260 19 324 2 164 24 14 123 Shared Lane Traffic (°rr;} Lane Group Flow (vph) 23 1114 127 231 3250 19 324 2 104 24 14 123 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov pm+pt NA pm+ov Protected Phases 1 6 5 2 7 4 5 3 8 1 Permitted Phases 6 2 4 8 8 Detector Phase 1 6 6 5 2 2 7 4 5 3 8 1 Switch Phase Minimum Initial (s) 5.0 20.0 20.0 5.0 20.0 20.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.8 46.3 46.3 11.8 38.0 38.0 57.3 57.3 11.8 55.3 55.3 11.8 Total Split (s) 15.0 66.0 66.0 45.0 96.0 96.0 27.0 12.0 45.0 27.0 12.0 15.0 Total Split (°rho} 10.0% 44.0% 44.0% 30.0% 64.0% 64.0% 18.0% 8.O% 30.0% 18.0% 800% 10.0% M1,larimurn Green (s) 8.2 69.2 69.2 38.2 89.2 89.2 1947 4.7 U42 19.7 4.7 8.2 Yellow Time (s) 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 fill -Red Time (s} 2.0 2.0 2.4 2.0 2.0 2.0 2.5 2.5 2.0 2.5 2.5 2,0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.0 6 v 6.8 6.8 6.8 7.3 7.3 6.8 7.3 7.3 6.8 Lead?Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s} 1.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 2.0 1.0 1.0 1.0 Recall Mode None None None Pone None None None None Pone None None None VValk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s} 31.0 31.0 2200 2200 42.0 42.0 39.0 39.0 Pedestrian Calls (#t,Ynr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 5.9 72.8 72.3 22.7 89.6 89.6 16.6 10.8 36.2 13.8 4.7 10.3 Actuated g!C Ratio 0.04 0.53 0.53 0.16 0.65 0.66 0.12 0.08 0.26 0.10 0.03 0.07 * Ratio 0.32 0.34 0.14 0.81 0.79 0.02 0.80 0.01 0.31 0.14 0.12 0.52 Control Delay 78.2 20.9 0.9 76.6 20.6 0,1 74.6 63.0 6.6 51.5 70.6 16.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Immokalee Rd ,, Wilson Blvd 2038 AM Improved 3 Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page 1128 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 Lanes, Volumes, Timings 1 : Wilson Blvd Immokalee Rd 012.12022 Lane Group EEL EBT EBR WBL UUBT WBR NBL NBT 1JBR SBL SBT SBR Total Delay 74.2 20.9 0.9 76.6 20.6 0.1 74.6 63.0 6.6 51.5 70.6 16.2 LOS E C A E C A E E A D E B Approach Delay 20.0 24.2 51.8 26.2 Approach LOS B C D C Queue Length 501h fit) 20 147 0 193 604 0 140 2 0 19 6 0 Queue Length 95th fit) 55 249 7 303 786 0 214 11 4� 46 20 55 Internal Link Dist (ft) 1765 1359 V4 825 Turn Bay Length fit) 2E0 370 440 225 310 300 150 160 Base Capacity (vph) 102 3262 02 04 4093 105$ 04 143 637 20 119 260 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 4 0 0 0 0 0 Reduced v1c Ratio 0.23. jk-- 0.34& 0.14 0.48 0.79 0.02 0.67 0.01 0.24 ON 0.12 0.47 Intersection Summary --- Area Type: Other Cycle Length:150 Actuated Cycle Length: 137.6 Natural Cycle:175 Control Type: Actuated -Uncoordinated blaximum vlc Ratio: 0.�1 Intersection Signal Delay:25.8 Intersection LOS: C Intersection Capacity Utilization $1.2% ICU Level of Service D Analysis Period (min)15 S lits and Phases: 1: Wilson Blvd &Immokalee Rd 01 02 O3 0 4 005 07 T !�3 I Immokaloe Rd - Wilson Blvd 2038 AM Improved 3 Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page � 129 Brightshore Village - SRA - TIS Section 2 - Intersection Analysis -August 2022 Lanes, Volumes, Timings 1:Wilson Blvd Immokalee Rd 0�n 2r2o22 Lane Group EBL EBT EBP. }NBL VUBT VUBR NBL NBT NBR SBL SBT SBR Lane Configurations '� Mt � � tttt r t r tt r Traffic Volume (vph) 22 1173 119 M 3236 U 305 2 202 23 13 116 Future Volume (vph) 22 1173 119 2�6 3236 13 305 2 202 23 13 116 Ideal Flowrphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 2$0 370 516 226 310 390 150 160 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length 0) 50 100 50 50 Lane Util_ Factor 1100 0.86 1.00 1.00 U6 1.00 0.97 1 .00 1.00 1.00 0.95 1.00 Frt 0.M 0.$50 U50 0.850 Fit Protected 0.950 0.6 0 0.950 0.950 Satd. Flow (prot) 1703 6166 1524 1736 62d5 1563 3367 1327 1553 1736 3471 1663 Fit Permitted 0.950 0.950 0.950 Satd. Flow (perm) 1703 6166 1524 1736 6M 1553 3367 U27 152 1827 3471 1553 Right Turn on Red Yes Yes Yes Yes Satd, Flo w(RTOR) M 134 216 130 Link Speed (mph) 45 45 45 30 Link Distance fit) 1 M 1439 964 906 Travel Time (s) 28.0 21.t 14.5 20.6 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles CA) 6% 6% 6% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj . Flow (vph) 23 1 M 127 303 3443 19 324 2 215 24 14 123 Shared Lane Traffic (°/o) Lane Group Flow (iph) 23 120 127 303 3443 19 324 2 215 24 14 123 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov pm+pt NA prn+ov Protected Phases 1 6 5 2 7 4 5 3 8 1 Permitted Phases 6 2 4 x 8 Detector Phase 1 6 6 5 2 2 7 4 5 3 1 Switch Phase blinirnum Initial (s) 5.0 20.0 20.0 5.0 20.0 20.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11 ,� 46.3 462 11.8 X0 3�.0 67.3 572 11.8 55.3 55.3 11.8 Total Split (s) 15.0 66.0 66.0 45.0 96.0 96.0 27.0 12.0 45.0 27.0 12.0 '15.0 Total Split (0/0) 10.0% 44.0% 44.0% 30.0% 64.0% 64.0% 18.0% 8. % 30.0% 18.0% $,O% 10.0% Maximum Green (s) 8.2 59.2 59.2 3302 042 M2 1907 4.7 X2 1947 4.7 82 Yellow Time (s) 4.8 0 4.8 4.8 4.8 4.8 4.8 4.8 41 U 4.8 4.8 AJI-Red Time (s) 2.0 2,0 2.0 2.0 2.0 2.0 2.5 2.5 2.0 2.5 2.5 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.� 6.3 6'� 6.� U 6'� 7.3 7.3 U 7.3 7.3 6'8 LeadlLag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle EMension (s) 1.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 2.0 1.0 1.0 1.0 Recall Mode None None None Pone None None None None Pone None None None UUalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Cunt Walk (s) 31.0 31.0 22.0 22.0 42,0 4200 39.0 39.0 Pedestrian Calls (##br) 0 0 0 0 0 0 0 0 Act Effct Green (s) 5.9 67.5 67.5 2U 89.6 Mo 16.6 10.5 41.4 1 M 4.7 10.3 Actuated g1C Ratio 0.04 0.49 0.49 0.20 0.65 0.65 0.12 0.0$ 0.30 0.10 0.03 0.07 vic Ratio 0.32 0.41 0.16 0.86 0.0 0.02 0M 0.01 0.36 0.14 0.12 0.52 Control Delay 7U 25.1 110 75.7 22.5 0.1 74.6 63.0 5.5 51.5 70.6 16.2 O,ueue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Immokalee Rd -Wilson BIvr1 2038 AM Irnproved 3 w PJ Synrhro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page � 130 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 Lanes, Volumes, I III ngs 1 : Wilson Blvd & Immokalee Rd osn2r�o22 woo —► — s Lane Group EBL EBT EBR 1NBL 11VBT UUBR NBL NBT NBR SBL SBT SBR Total Delay 78.3 25.1 1.0 75.7 22.5 0.1 74.6 63.0 5.5 51.5 70.6 16.2 L08 E C A E C A E E A D E B Approach Delay 23.8 26.7 47.1 26.2 Approach LOS C C D C Queue Length 6M fit) 20 W 0 253 670 0 140 2 0 19 6 0 Queue Length 95th fit) 55 304 8 381 886 0 214 11 51 46 20 55 Irnernal Link Dist fit) 1765 1369 874 825 Turn Bay Length (ft) 280 370 516 226 310 390 160 150 Base Capacity (vph) 102 3026 841 484 4093 1M 484 143 718 289 119 260 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap RedUcln 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vk Ratio 0.23 0.41 0.15 0,63 0.84 0.02 0,67 0,01 0.30 0,08 0,12 0.47 Intersection Summary Brea Type: Other Cy,cle Length:150 Actuated Cycle Length: 137.6 NAural Cycle:175 Control Type: Actuated -Uncoordinated Maximum vic Ratio:0.86 Intersection Signal Delay: 27.9 Intersection LOS: C Intersection Capacity Uilization ,43M 6 ICU Level of Service E Analysis Period (min)15 Splits and Phases: 1:Wilson Blvd &Immokalee Rd 0 1 02 155 9©s 76. iel. Tf'D5vo7 ■ 03 5s 66s ,7 s 1: Immokalee R>d - 7Alilson Blvd 2038 AM Improved 3 w PJ Synrhro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page � 131 Brightshore Village - SRA - I b Sectlon 2 - Intersection Analysis -August 2022 Lanes, Volrames, Timings 1 : Wilson Blvd Immokalee Rd Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length M) Storage Lanes Taper Length fit) Lane lltil_ Factor Frt Ftt Protected Satd. Flow (prot) Ftt Permitted Satd. Flow (perm) Bight Turn on Red Satd. Flo w (RTO R) Link Speed (mph) Link Distance fit) Travel Time (s) Peak Hour Factor Heavy Vehicles (7/6) . Flow ph) Shared Lane Traffic (°%) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (°/0) h,larimum Green (s) 1`ellow Time (s) All -Red Time t`s) Lost Time Adjust (s) Total Lost Time (s) LeadlLag Lead -Lag Optimize? Vehicle EMension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (Obr) Act Effct Green (s) Actuated g1C Ratio vlc Ratio Control Delay Queue Delay iiibbbis- ..� _. ' en EBL EBT EBR WBL WBT WBR fift r ttt r 63 2287 192 124 1034 33 63 2287 192 124 1034 33 1900 1900 1904 1900 190b 1900 2W 370 440 226 1 1 1 1 50 100 1.00 0.91 1.00 1.00 0.91 1.00 0.850 0.550 0.950 0.950 1736 6085 1583 1687 5036 1583 0.243 0.047 444 50$5 1583 $3 6036 15$3 Yes Yes 10 134 06123/2022 NBL NBT NBR SBL SBT SBR 0 if � 76 12 256 22 6 30 76 12 256 22 6 30 1900 1900 1900 1900 1900 1900 0 No 0 IN 1 0 1 0 0 1 Ab 1,00 1.00 1.00 1000 1.00 0 v50 0.850 0.959 0.962 b 1622 1668 0 1766 15$3 0.959 0.962 0 1622 1568 0 1765 1583 Yes Yes 119 180 A 45 45 45 30 '1845 1439 954 945 28.0 21.$ 14.5 2006 0.94 0.94 0.94 0 94 0.94 ON0.94 0.94 ON0 94 0.94 ON4% 2% 2% 7% 3% 2% 13% 8% 3% 4% 2% 2% 67 2433 204 132 1100 35 81 13 272 23 6 32 67 2433 204 132 1100 35 0 94 272 0 29 32 pm-V NA Perm pm-+pt NA Perm Split NA pt+ov Split NA Perm 1 6 5 2 4 4 45 $ $ 6 6 2 2 $ 1 6 6 5 2 2 4 4 45 8 8 $ 5.0 20.0 20.0 5.0 20.0 20.0 5.0 540 5.0 5.0 5.0 11.8 46.3 46.3 11.$ 3$.0 38,0 57.3 57.3 55.3 55.3 55.3 12.0 85.0 85.0 21.0 94.0 94.0 23.0 23.0 201.0 21.0 21.0 $.0% 56.7% 56.7% 14.0% 62.7% 62.7% 15.3% 15.3% 14.0% 14,0% 14e0% 5.2 78.2 7U 14.2 $7.2 87.2 15.7 15.7 13.7 13.7 13.7 4.8 4.8 4.8 4.8 4.8 4.8 04.$ 4.$ 4.8 4.8 2.0 2.0 2.0 20 2.0 2.0 2.5 2.5 2.5 2.5 2.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.8 6.8 6.8 6.$ 6.8 6.8 7.3 7.3 7.3 Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Yes 1.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 1.0 1.0 1.0 Min Min Min Min Min Min Min Min Min Min Min 7.0 700 7.0 7.0 7.0 7.0 7.0 7.0 7.0 31.0 31.0 2200 22.0 42.0 42.0 39.0 39.0 39.0 0 0 0 0 0 0 0 0 0 83.5 73A 78A 96.2 85.4 85.4 13.2 24.$ 6.2 6.2 0'60 0.57 0.57 0.70 0.62 0.62 010 Oil 0.04 0.04 0'21 0.$4 0.21 0.67 026 0.03 0.61 0.72 0.37 0.13 9.5 29.2 3.5 46.7 13.6 0.1 77.7 32.4 78.8 1 A 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Irnmokalee Rd -Wilson Blvd 2022 Pb1 Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page i 132 Brightshore Village - MA — TIS Section 2 — Intersection Analysis — August 2022 Lanes, Volumes, Timings 1 : Wilson Blvd Immokalee Rd 4612312022 Lane Grnup EBL EBT EBR DUEL 1iUBT WBR NBL h16T tJBR SBL SET SBR Total Delay 9.5 29.2 3.5 46.7 13.6 0.1 77.7 32.4 77,.8 1.1 L08 A C A D B A E C E A. Approach Delay 26.8 16.6 44.0 38.0 Approach LOS C B D D Queue Length 60th fit) 18 075 8 68 172 0 83 106 27 0 Queue Length 95th fit) 36 791 48 144 216 0 148 187 62 0 Internal Link Dist fit) 1765 1359 V4 825 Turn Bay Length fit) 280 370 440 226 300 130 Base Capacity (uph) 317 2885 977 223 M6 1051 184 428 175 319 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v!c Ratio 0.21 0.84 0.21 0.59 0.35 0.03 0.51 0.64 0.17 0.10 Irrtersection Summary Area Type: Other Cycle Length:150 Actuated Cycle Length:138.1 Natural Cycle:175 Control Type: Actuated -Uncoordinated Maximum title Ratio:0.84 Intersection Signal Delay: 26.6 Intersection Capacity Uilization 82.0% Analysis Period (min)15 Splits and Phases: 1: Wilson Blvd &Immokalee Rd lntersection LOS: C ICU Level of Service E Immokalee Rd -Wilson Blvd 2022 PM Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page 1133 Brightshore Village -SR/4 - TIS Section 2 - Intersection Analysis -August 2022 Lanes, VOltUmes, Timings 1 : Wilson Blvd & Immokalee Rd 0612312 022 bane Group EBL EBT EBR WBL WBT WBR PJBL fJBT lJBR SBL SBT SBR Lane Configurations ttt j'r ttt " 4 Traffic Volume (vph) 76 2768 232 150 1261 40 92 15 310 27 7 36 Future Volume (vph) 76 2768 232 160 1251 40 92 15 310 27 7 36 Ideal Flow phpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (tt) 280 370 440 226 0 300 0 130 Storage Lanes 1 1 1 1 0 1 0 1 Taper Length fit) 50 100 0 0 Lane Uti1_ Factor 1100 0.91 1.00 1.00 0.91 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 Fit 0.850 0.850 0.850 0.850 Fit Protected 0.950 0.950 0.959 0.961 Satd. Flow (prot) 1736 4988 1563 1736 4988 1553 0 1752 1553 0 1766 1553 It Permitted 0.176 0.045 0.959 0.961 Satd. Flow (perm) 322 4988 1563 82 4988 1553 0 1752 1553 0 1756 1553 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTO R) IN 134 112 130 Link Speed (mph) 45 45 45 30 Link Distance (ft) 1845 1439 964 905 Travel Time (s) 28.0 21.8 14.5 2006 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (°r6) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% AAj. Flow (vph) 81 2945 247 0160 1331 43 98 16 330 29 7 38 Shared Lane Traffic (sir.)) Lane Group Flow (vph) 81 2945 247 100 1331 43 0 114 330 0 36 38 Tum Type pm+pt NA Perm pm4pt NA Perm Split NA pt4ov Split NA Perm Protected Phases 1 6 5 2 4 4 4 5 8 8 Permitted Phases 6 6 2 2 8 Detector Phase 1 6 6 5 2 2 4 4 4 5 8 8 8 Switch Phase Minimum Initial (s) 5.0 2000 20.0 5.0 2040 20.0 5.0 5.0 5.0 5.0 5.0 inimum Split (s) 11.8 46.3 46.3 11.8 38.0 38.0 57.3 572 55.3 55.3 55.3 Total Split (s) 12.0 91.0 91.0 17.0 96.0 96.0 20.0 20.0 22.0 22.0 22.0 Total Split (%) 8.0% 60.7% 60.7% 11.3% 64.0% 64.0% 13.3% 1 a,a% 14.7% 14.7% 14.7% M1,laximum Green (s) 5.2 84.2 84.2 10.2 89.2 89.2 12.7 12.7 14.7 14.7 14.7 `fellow Time (s) 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 1-Red Time 0 2.0 2.0 290 2.0 2.0 2.0 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 6.8 6.8 7.3 7.3 7.3 LeadlLag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 1.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 1.0 1.0 1.0 Recall Mode Min Min Min Min Min Min Min Min Min Min Min lrUalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 31.0 31.0 22.0 22.0 42.0 42.0 39.0 39.0 39.0 Pedestrian Calls (01hr) 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 89.3 84.2 84.2 995 89.3 89.3 12.7 2204 6.7 6.7 Actuated glC Ratio 0.63 0.59 0.59 0.70 0.63 0.63 0,09 0.16 0,05 0.05 vtc Ratio 0.32 1.00 0.25 0.91 0.42 0.04 0.73 0.97 0.44 0.19 Control Delay 10.5 44.3 3.8 83.5 14.0 0.1 89.1 74.1 8200 2.2 O,ueue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Immokalee Rid - Wilson Blvd 2038 PM Synchro 11 Report Page 1 Trebilcocl< Consulting Solutions, PA Page 1134 Brightshore Village — SRA — TIS Section 2 —Intersection Analysis —August 2022 Lanes, VaILlmes, Timings 1: Wilson Blvd & Immokalee Rd 06123�2022 Lane 13mup EBL EBT EBR WBL INN WBR NBL NBT NBR SBL SBT SBR Total Delay 10.6 44.3 m °3.5 14.0 0.1 $9.1 74.1 82.0 2.2 L08 B D A F B A F E F A Approach Delay 40A 2008 7�.0 41.0 Approach LOS D C E D Queue Length 50th fit) 20 941 1$ N 214 0 104 172 33 0 Queue Length95th (ft) 40 4A147 5� 4R48 262 0 *206 44018 72 0 Internal Link Dist fit) 1765 1369 V4 �25 Turn Bay Length fit) NO 370 440 225 300 130 Base Capacity (vph) 264 2958 1001 176 3136 1026 156 339 M 277 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap RedUc4n 0 0 0 0 0 0 0 0 0 0 Reduced We Ratio 0.32 1.00 0.25 0.91 0.42 0.04 0.73 0.97 0.20 0.14 IrAersection Summary Area Type: Other Cy,cle Length:150 A, tuated Cycle Length:142 t�atural Cycle:176 Control Type: Actuated -Uncoordinated tulaximum vlc Ratio:1,00 Intersection Signal Delay: 37.9 Intersection LOS: D Intersection Capacity Uilization 94.7% ICU Level of Service F Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown Is maximum after two cycles. Splits and Phases: 1: Wilson Blvd &Immokalee Rd Immokalee R,d -Wilson Bluff 2038 PM Synchro 11 R.eport Page 2 Trebilcock Consulting Solutions, PA Page � 135 Brightshore Village -SRA - TIS Section 2 -Intersection Analysis -August 2022 La.nes,l�olumes, Tirning� 1 : ,Nilson Blvd Irnmolcalee Rd 0 /11r2022 _Lane Group EBL EBT EBR UUBL UUBT WBR NBL hJBT NBR SBL SBT SBR Lane Configurations '� ttt r ttt r t r tt r Traffic Volume (vph) 76 2768 232 160 1261 40 92 15 310 27 7 36 Future Volume (vph) 76 2768 232 160 1261 40 92 15 310 27 7 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (fit) 280 370 440 225 300 300 300 130 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length fit) 50 100 50 50 Lane Util _ Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.97 1,00 1.00 1.00 0.95 1.00 Fit 0.850 0.850 0.850 0.850 Fit Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1736 4988 1563 1736 4988 1553 3367 1827 1553 1736 3471 1553 Flt Permitted 0.190 0.044 0.950 0.851 Satd. Flow (perm) 347 4988 1563 80 4988 1553 3367 1827 1553 1655 3471 1553 Right Turn on Red Yes Yes Yes Yes Satd, Flo w(RTOR) 195 134 149 130 Link Speed (mph) 45 45 45 30 Link Distance fit) 1845 1439 954 906 Travel Tirane (s) 28.0 21.8 14.5 20.6 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 ON 0.94 Realty Vehicles Clo) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 81 2945 247 160 1331 43 98 16 330 29 7 38 Shared Lane Traffic Lane Group Flow (vph) 81 2945 247 160 1331 43 98 16 330 29 7 38 Turn Type pm+pt NA Perm pm+pt NA Perron Prot NA pm-+ov pm+pt NA pt+ov Protected Phases 1 6 5 2 7 4 5 3 8 81 Permitted Phases 6 6 2 2 4 8 Detector Phase 1 6 6 5 2 2 7 4 5 3 8 81 Switch Phase Minimum Initial (s) 5.0 20.0 20.0 5.0 20.0 20.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.8 46.3 46.3 11.8 38.0 38.0 57.3 572 11.8 55.3 65.3 Total Split (s) 12.0 90.0 90.0 23.0 0101.0 101.0 25.0 12.0 23.0 25.0 12.0 Total Split (%) 8.0% 60.0% 60.0% 15.30/o 67,a% 67,a% 16.7% 8,O% 15.3% 16.7% 8,O% Maximum Green (s) 5.2 83.2 83.2 16.2 94.2 94.2 17.7 4.7 16.2 17.7 4.7 Yellow Time (s) 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 f�JI-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.5 2.5 2.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 6.8 6.8 7.3 7.3 6.8 72 72 LeadlLag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 1.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 2.0 1.0 1.0 Recall Mode Min Min Min Min Min Min Min Min Min Min Min UUal k Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 31.0 31.0 22.0 2200 42.0 42.0 39.0 39.0 Pedestrian Calls (#,?nr) 0 0 0 0 0 0 0 0 Act Effct Green (s) UA 83.3 832 103.4 92.0 92.0 8.4 7.2 28.3 10.7 4.7 16.6 Actuated gIC Ratio 0.64 0.60 0.60 0.75 0.66 0.66 0.06 0,06 0.20 0.08 0.03 0.12 vlc Ratio 0.30 0.98 0.24 0.71 0.40 0.04 0.48 0.17 0.76 0.23 0.06 0.13 Control Delay 9.0 40.1 3.9 50.9 11.2 0.1 71.2 68.3 39.9 56.6 67.9 0.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Imran okalee Rd-1Nilson Blvri 2038 PM Improved 1 Synchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page l 136 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 Lanes, Volumes, Timings 1 : Wilson Blvd & Immokalee Rd 48r`t 1 l2422 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 9.0 40.1 3.9 50.9 11.2 0.1 71.2 68.3 139,9 56.6 67.9 0.9 L08 A D A D B A E E D E E A Approach Delay ' 36.6 15.0 47$8 29.0 Approach LOS D B D C Queue Length 54th (ft) 17 930 19 90 187 0 45 14 158 23 3 0 Queue Length 95th (Tt) 33 0141 59 '175 229 0 76 41 280 55 12 0 Irhernal Link Dist (ft) 1765 1369 874 825 Tura Bay Length M) 280 370 440 226 304 300 300 IN Base capacity(tiph) 274 2999 1011 253 339E 1100 430 94 460 251 117 301 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 6 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v1c Ratio 0.30 0.98 0.24 0.63 0.39 0.04 0.23 0.17 0.72 0.12 0.06 0.13 Intersection Summary Area Type: Other Cy,cle Length:150 Actuated Cycle Length: 138.5 Natural Cycle:175 Control Type: Actuated- Uncoordinated Maximum vk Ratio:0.98 Intersection Signal Delay: 31.2 Intersection LOS: C Intersection Capacity ltilization 94.3% ICU Level of Service F Analysis Period (rnin)15 ## 95th percentile volume exceeds capacity, queue may be longer. Queue shown Is maximum after two cycles. Splits and Phases: 1: Wilson Blvd &Immokalee Rd Immokalee Rd - Wiison Blvd 2038 PM Improved 1 Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page � 137 Brightshore Village - SRA - TIS Section 2 - Intersection Analysis - August 2022 Lanes, Volumes, Timings 1 : Wilson Blvd Immolcalee Rd W)l1r2022 Lane Group EBL EBT EBR 1JUBL UVBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '� f if t ttt � '� tt r Traffic Volume (vph) 76 2768 232 160 1261 40 92 15 310 27 7 36 Future Volume (uph) 76 2768 232 150 1261 40 92 15 310 27 7 36 Ideal Flow phpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (it) 280 370 440 226 300 300 300 130 Storage Lanes 1 1 2 1 1 1 1 1 Taper Length fit) 50 100 50 50 Lane Util_ Factor 1100 0:)1 1.00 0.97 0.91 1.00 0.97 1 .00 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Fit Protected 0.960 0.950 0.950 0.950 Satd. Flow (prot) 1736 4988 1553 3367 4988 1663 3367 1827 1653 1736 3471 1553 Fit Permitted 0.188 0 a50 0.950 0.833 Satd. Flow (perm) 343 4988 1563 3367 4988 1553 3367 1827 1553 1522 3471 1553 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 195 134 149 130 fink Speed (mph) 45 45 45 30 Link Distance fit) 1845 1439 954 905 Travel Time (s) 28.0 21.8 14.5 20.6 Peak Hour Factor 0.94 0.94 0.94 0,94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (oA) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% A.dj. Flow (vph) 81 2945 247 160 1331 43 98 16 330 29 7 38 Shared Lane Traffic (°7o) Lane Group Flow (vph) 81 2945 247 160 1331 43 98 16 330 29 7 38 Turn Type pm+pt NA Perm Prot NA Perm Prot NA pm+ov pm+pt NA pm+ov Protected Phases 1 6 5 2 7 4 5 3 8 1 Permitted Phases 6 6 2 4 8 8 Detector Phase 1 6 6 5 2 2 7 4 5 3 8 1 Switch Phase Minimum Initial (s) 5.0 2040 2010 5.0 2000 2040 5.0 5,() 5.0 5.0 5.0 5.0 Minimum Split (s) 11.8 46.3 46.3 11.8 38.0 38.0 57.3 67.3 11.8 55.3 65.3 11.8 Total Split (s) 12.0 90.0 90.0 23.0 0101.0 101.0 25.0 1200 23.0 25.0 12.0 12.0 Total Split (°/6) 8,O% 60.0% 60.0% 15.3% 67,a% 67.3% 16.7% 8.0% 15.3% 16.7% 8.0% 8.0% Maximum Green (s) 5.2 83.2 33.2 16.2 94.2 94.2 17.7 4.7 16.2 17.7 4.7 5.2 `ellow Time (s) 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.5 2.5 2.0 2.5 2.5 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 6.8 6.8 7.3 7.3 6.8 7.3 7.3 6.8 LeadlLag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 1.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 2.0 1.0 1.0 1.0 Recall Mode Min Min Min Min Min Min Min Min Min Min Min Min ltUalk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 31.0 31.0 22.0 22.0 42.0 42.0 39.0 39.0 Pedestrian Calls (Obr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 88.4 83.3 83.3 12.9 91.1 91.1 0.4 7.2 27A 10.7 4.7 17.1 Actuated g!C Ratio 0.64 0.61 0.61 0.09 0.66 0.66 0.06 0.06 0.20 0.08 0.03 0.12 vk Ratio 0.30 0.98 0.24 0.51 0.40 0.04 0.48 0.17 0.77 0.23 0.06 0.12 Control Delay 9.0 38.3 3.9 65.2 11.2 0.1 70.8 68.2 41.0 56A 67.9 0.8 Clueue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Immolcalee Rd - Wilson Blvd 2038 Pb1 Improved 2 Synrhro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page � 138 Brightsnore Village — SRA — TIS Section 2 —Intersection Analysis —August 2022 Lanes, Valumes, Tirrlings 1: Wilson Blvd Immokalee Rd MM2022 f t r� 1 Lane Group EBL EBT EBR VUBL Ub'BT VU6R NBL PJBT tJBR SBL SBT SBR Total Delay 9.0 38.3 3.9 65.2 11.2 0.1 702 68.2 41.0 56A 67.9 0.8 L08 A D A E B A E E D E E A Approach Delay 35.0 16.6 48.5 29.0 Approach LOS C B D C Queue Length 50th fit) 17 919 19 71 187 0 45 14 1P 23 3 0 Queue Length 95th (tt) 33 #f1141 59 111 229 0 76 41 280 55 12 0 Internal Link Dist fit) 1765 1369 874 825 Turn Bay Length fit) 280 370 440 226 300 300 300 130 Base Capacity (vph) 273 '3020 1017 397 3419 1106 433 95 462 251 118 M Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vtc Ratio 0.30 0.99 0.24 0.40 0.39 0.04 0.23 0.17 0.71 0.12 0.06 0.12 Intersection Surttm Area T�pe: Other Cycle Length:150 Actuated Cycle Length: 137.6 Natural Cycle:175 Gontrol Type: Actuated -Uncoordinated hlaximum vic Ratio: 0.98 Intersection Signal Delay: 30.7 Intersection LOS: C Intersection Capacity U[ilization 94.3% ICU Level of Service F Anal3sis Period (rnin)15 # 95th percentile volume exLeeds capacity, queue may be longer. Queue shown Is. maximum after two cycles. Splits and Phases: 1: Wilson Blvd &Immokalee Rd 01 OZ l S] U 10I s 255 1 P L41A 005 30 4\ 07 I 1 03 3 :, 1 LIM 5 1 925,s I r. LT Immokalee R,d - UUilson Blvd 2038 PM Improved 2 Synchro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page � 139 Brightshore Village - SRA - TIS Section 2 -Intersection Analysis -August 2022 Lanes, Volumes, Timings 1 1 Wilson Blvd Irnmokalee Rd bsr M022 _Lane Group EBL EET EER UUBL lIUBT UUBR NBL NBT tJBR SBL SBT SBR Lane Configurations '� Itit r ttrf t r tt Traffic Volume (vph) 76 2768 232 160 1251 40 92 15 310 27 7 36 Future Volume (vph) 76 2768 232 150 1251 40 92 15 310 27 7 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length fit) 280 370 440 226 310 300 160 150 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length fit) 50 100 50 50 Lane Util_ Factor 1100 0.86 1.00 1.00 0.86 1.00 0.97 1,00 1.00 1.00 0.95 1.00 Frt 0.85b 0.850 0 050 0.850 FIt Protected 0.960 0.950 0.950 0.950 Satd. Flow (prot) 1736 6285 1553 1736 6285 1553 3367 1827 1663 1736 3471 1553 FIt Permitted 0.960 0.950 0,950 Satd. Flow (perm) 1736 6285 1563 1736 6285 1553 3367 1827 1563 1827 3471 162 light Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 183 134 218 130 Link Speed (mph) 45 45 45 30 Link Distance fit) 1845 1439 964 905 Travel Time (s) 28.0 21.8 14.5 20.6 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0,94 4.94 0.94 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow ph) 81 2945 247 160 1331 43 98 16 330 29 7 38 Shared Lane Traffic (°%o) Lane Group Flow (vph) 81 2945 247 160 1331 43 98 16 330 29 7 38 Turn Type Prot NA Perm Prot NA Perm Prot NA pm4ov pm+pt NA pm+ov Protected Phases 1 6 5 2 7 4 5 3 8 1 Permitted Phases 6 2 4 8 Getector Phase 1 6 6 5 2 2 7 4 5 3 8 1 Switch Phase tulinimum Initial (s) 5.0 2040 2040 5.0 20.0 20.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.8 46.3 462 11.8 38.0 38.0 57.3 57.3 11.8 55.3 55.3 11.8 Total Split (s) 26.0 66.0 66.0 45.0 85.0 85.0 27.0 12.0 45.0 27.0 12.0 26.0 Total Split (°/0) 17.311/6 44.0% 44.0% 30.0% 56.7% 56.7% 18.4% 8A% 30.0% 18.0% 8.0% 17.3% Maximum Green (s) 19.2 59.2 59.2 38.2 78.2 78.2 1907 4.7 38.2 19.7 4.7 19.2 Yellow Time (s) 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.5 2.5 2.0 2.5 2.5 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OA 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 6.8 6.8 72 7.3 6.8 7.3 7.3 6.8 LeadlLag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle EAension (s) 1.0 6.0 5.0 2.0 5.0 5.0 2.0 2.0 2.0 1.0 1.0 1.0 Recall Mode None None None Pone None None None None None None None None Walk Time (s) 7.0 7.0 _ 7.0 7.0 7.0 7 o 7.0 7.0 Flash Dont Walk (s) 31.0 31.0 22.0 22.0 42.0 4200 39.0 39.0 Pedestrian Calls (#Onr) 0 0 Ub 0 0 0 0 0 0 Act Effct Green (s) 8.5 59.8 59.8 14.2 68.2 68.2 9A 5.9 24.9 7.0 4.7 10.6 Actuated g1C Ratio 0.08 0.56 056 0.13 0.64 0.64 0.09 0.06 0,23 0.07 0404 0.10 vk Ratio 0.59 0.83 0.26 0.69 0.33 0.04 0.33 0.16 0.62 0.25 0.06 0.14 Control Delay 66.7 23.9 5.3 61.2 10.7 0.1 50.3 56.5 18.5 51.9 65.0 1.1 O,ueue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Immokalee Rd -Wilson Blvd 2438 PM Improved 3 5ynchro 11 Report Page 1 Trebilcock Consulting Solutions, PA Page i 140 Brightshore Village — SRA — TI ) Section 2 — Intersection Analysis — August 2022 Lanes, Volumes, Tirnings 1: Wilson Blvd Immokalee Rd 011 I�ne Group Total Delay 08 Approach Delay Approach LOS Queue Length 50th fit) Queue Length 95th fit) Internal Link Dist fit) Turn Bay Length fit) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced vt Ratio Ir�tersectian 5urtimary EBL EBT EBR WBL IfUBT UU6R NBL tJBT NBR SBL SBT SBR 66.7 23.9 52 61.2 10.7 0.1 50.3 56.5 -18'5 51.9 55,0 1.1 E C A E B A D E B D D A 23.6 15.7 26.9 26.1 C B C C 51 403 17 100 104 0 31 10 69 18 2 0 116 #(63 76 191 199 0 67 36 165 0 11 0 1765 1369 874 825 280 370 440 225 310 NO 160 150 316 3527 951 628 4658 MG 628 100 835 332 164 416 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.26 0.83 0.26 0.25 0.29 0.04 0.16 0.16 0A0 0.09 0.05 0.09 Area Type: Other Cycle Length:150 Actuated Cycle Length:106.6 Matural Cycle:175 Control Type: Actuated -Uncoordinated tulaximum vic Ratio: 0.83 Intersection Signal Delay:21.6 Intersection LOS: C Intersection Capacity Uilization 80.9% ICU Level of Service D Analysis Period (min)15 95th percentile volume exceeds capacity, queue may be longer. Queue shown Is maximum after two cycles. Slits and Phases: 1:1Nilson Blvd &Immol;alee Rd 0 1 OZ s 85s Z:J U i9A. 05 t 6 07 r73 S sI F166-ss 1a ImrnoKalee Rd -Wilson Bled 2038 PM Irnprov�d 3 Synchro 11 Report Page 2 Trebilcocl< Consulting Solutions, PA Page 1141 Brightshore Village -SRA - TIS Section 2 -Intersection Analysis -August 2022 La.nes,lfolLlmes, Timings 1 : Wilson Blvd Irnmokalee Fed 0n2/2022 Lane Group EBL EBT EBR 1NBL 1fUBT UUBR NBL P1BT NBR SBL SBT SBR Lane Configurations tfitt r litt � T r Ift Traffic Volume (vph) 76 2981 232 209 1406 40 92 15 390 27 7 36 Future Volume (vph) 76 2981 232 209 1406 40 92 15 390 27 7 36 Ideal Flow phpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ff) 280 370 515 226 310 390 160 160 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length Qt) 50 100 50 50 Lane Util_ Factor 1.00 0.86 1.00 1.00 0.86 1,00 0.97 1 .00 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 FIt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1736 6285 1663 1736 6285 1553 3367 1827 1553 1736 3471 1553 FIt Permitted 0.950 0.950 0.950 Satd. Flow (perm) 1736 6285 1553 1736 6285 1553 3367 1827 1553 1827 3471 1663 Right Turn on Red Yes Yes Yes Yes Satd. Flo bv(RTOR) 183 134 218 130 Link Speed (mph) 45 45 45 30 Link Distance (ff) 1845 1439 954 905 Travel Time (s) 28.0 21.8 14.5 20.6 Peak Hour Factor 0.94 0.94 0.94 0,94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (°/6) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow ph) 81 3171 247 222 1496 43 98 16 415 29 7 38 Shared Lane Traffic (%) Lane Group Flow (vph) 81 3171 247 222 1496 43 98 16 416 29 7 38 Tum Type Prot NA Perm Prot NA Perm Prot NA pm+ov pm-+pt NA pm+ov Protected Phases 1 6 5 2 7 4 5 3 8 1 Permitted Phases 6 2 4 8 8 Detector Phase 1 6 6 5 2 2 7 4 5 3 8 1 Switch Phase Minimum Initial (s) 5.0 20.0 20.0 5.0 20.0 20.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.8 46.3 46.3 11.8 38.0 38.0 57.3 57.3 11.8 55.3 55.3 11.8 Total Split (s) 26.0 66.0 66,0 4600 85.0 85.0 27.0 1220 45.0 27.0 12.0 26.0 Total Split (°/6) 17.30/6 44.0% 44.0% 3q.0% 56.7% 66.7% 18.0% 8.0% 30.0% 18,O% 8iO% 17.3% tAaximum Green (s) 19.2 59.2 59.2 38.2 78.2 78.2 19.7 4.7 38.2 1907 4.7 19.2 Yellow Time (s) 4.8 4 a 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 f�JI-Red Time k�) 2.0 2.0 2.0 2.0 2.0 2.0 2.5 2.5 2.0 2.5 2.5 2.0 Last Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.8 6.8 6.8 6.8 7.3 7.3 6.8 7.3 7.3 6.8 LeadlLag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 1.0 5.0 5.0 2.0 5.0 5.0 2.0 2.0 2.0 1.0 1.0 1.0 Recall Mode None None None Pone None None None None None None None None Walk Time (s) 7.0 71D 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 31.0 31.0 22.0 2200 42.0 42.0 39.0 39.0 Pedestrian Calls (0hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 8.8 59.9 59.9 19.1 72.9 7209 9.6 6.0 29.9 7.1 4.8 10.9 Actuated g1C Ratio 0.08 0.54 0.54 0.17 0.66 0.66 0.09 0,05 0.27 0.06 0.04 0.10 v1c Ratio 0.59 0.94 0.27 0.76 027 0.04 0.34 0.10 0.72 0.26 0.06 0.14 Control Delay 69.6 3209 6.1 61.0 10.9 0.1 63.2 59.7 25.2 55.1 58.4 1.1 O,ueue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Immokalee Rd -Wilson Blvd 2038 PM Improved 3 w PJ Synchro 11 Report Pagel Trebilcock Consulting Solutions, PA Page 1142 Brightshore Village — SRA — TIS Section 2 — Intersection Analysis —August 2022 Lanes, Volrames, Tirnings 1 : Wilson Blvd &r Irnrnokalee Rd 08�12l2022 Lane Group EBL EBT E8R WBL IVBT VVBR NBL NBT NBR SBL SBT SBR Total Delay 69.6 32.9 6.1 61.0 10.9 0.1 53.2 59.7 25.2 56.1 58.4 1.1 L08 E C A E B A D E C E E A Approach Delay 31.9 17.0 31 A 27.7 Approach LOS C B C C Queue Length 50th fit) 55 664 20 144 122 0 34 11 140 19 2 0 Queue Length 95th {ftt) 120 #059 N 259 234 0 70 37 267 50 12 0 Internal Link Dist (ft) 1765 1359 V4 825 Turn Bay Length fit) M 370 515 226 310 390 150 160 Base capacity (vph) 301 3369 917 600 4460 1138 600 97 M 318 147 403 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Recluctn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vk Ratio 0.27 0.94 0.27 0.37 024 0.04.4 0.16 0.16 0.51 0.09 0.05 0.09 Intersection Summary Area Type: Other Cycle Length:150 Actuated Cycle Length:111 .8 Natural Cycle:175 control Type: Actuated -Uncoordinated Maximum vlc Ratio: 0.94 Intersection Signal Delay: 27.3 Intersection LOS: C Intersection Capacity Uilization 8$.M ICU Level of Service E Analysis Period (imin) 15 95th percentile volume exceeds capacity, queue may be longer. Queue shown Is maximum after two cycles. Splits and Phases: 1: Wilson Blvd &Immol;alee Rd 0 1 OZ �r73 1 CF 5 ass,I - !K9. _ 5 o` 07 03 �Ss 66 T77U,14 ImrnoKalee Rd -Wilson Blvd 2038 PM Improved 3 w PJ Synrhro 11 Report Page 2 Trebilcock Consulting Solutions, PA Page � 143 Brightshore Village — SKA — TIS Section 2 — Intersection Analysis —August 2022 A��endix G: Intersection Turn Lane Size Evaluation Trebilcock Consulting Solutions, PA Page (144 J ection Queuc longth>• E7ti5ttn@Latsc E;ttSUn@Star`.8c Future Future 95th- Percentile Queue lenFth FuturCTotaltattc FututcTaia) 95thPcrcentileC3UeueLength fntear�ceaan GPau P ten it � BaU+groUnd tame Bik>rgraUnd Group P Sion Length p H Mr, AfW l'>: tlr Pht Vk tte' Grnuo Stara a Length AM Pk PM Pk EB TH E@ TH ER TH E6RT 32S Es RT `SbD. 0 O EBRT 300 p O fmrnatmMc Rd S� tN0 IT 325 WE IT gip' 30 KD WB IT 9iT yD 90 Evcru►ades Blvd WB Tii WB TH W@ TN T�lB IT NB IT TJB IT (:) `36'0 &4 325 NBtTt" 730 NE RT 210 35 ?, tJ6RT 210 30 30 urB LT/RT wB 1T WE IT NJB RT 53t1 105 495 4VB AT 630 165 495 lmrnakaice Rd � tpB Ttl NO T11 tJB TH Cam�+'Yraes Ad PVB RT 225 lll3 ItT 3$S` 15 20 K@ RT 325 � :5 5B IT Z?D SO IT 540 300 300 SB IT GC,4 344 3DD 58 TH 5@ TH SB TH VlB IT 13j 1+40 WE IT (3M acp Z75 IOU Wi3 IT (3) 160 33Ct 2U:} WBTti WB TH N'BTW W8 RT 456 W@ RT' �150 25 345 4'VB FT 450 3D 370 tdR UT 7�a NB ttf NO UT 790 fmmakaiee Rd � heBTH NO TH NBTW DAWeNtYcs NB RT 490 NB RT 190 80 230 fJH R"1' �190 7O Z7aF SBLT f,70 So IT 6l0 70 70 So IT file 80 150 SB TH SE TH SB TH 5@ PT 5B RT SB R7 EB LT(lj 650 EB IT (2) f,5di 305 230 F$:tT(2) 650 145 734 CB'ffl CB'tf1 tB Tti E6 RT SOD EB ft7 SDD 6 30 EBttT 5a}p D 30 WBLTdd} bhp MJBLT(21 6110 35 5D WBLT(2) 6110 �� 50 WE TH YJB TN 4N@ TH Ev4 rSt�p+in lilVt,1 1Na /[i 519 wH R1` 575 U p tNR fy7 525 J 4 & C111 Well Rd WB IT (2) 475 NB IT I2} 475 105 55 NH IT {2} L75 IDS 55 NH TW NH TH 118TW NB RT 52'x PJ8 RT 525 II O i�B RT 52S f3 O 58 IT (2) �t90 SE IT 12j 490 55 44 58 IT (2) 434 8O SO SB TH 56 TH 5B TH SH t1T" 680 5B RT 6f#O 390 95 58 RT t,T♦0 394: 95 EB IT 2ii[? EB t'f t1iO 55 115 ER tl' Zi30 k�.. 124} E8 TN 13? E8 TN (A) E`BTN (4) E& RT 370 EB PIT 370 3 75 EB{iT 370 14 +35 WlllT d4U ':V'StT atO 3p!i 1Rt1 WRIT '�r'1� 330 Z�N4. !le�B TN (3) 4N8 TH (4) VJBTM;QF 4Nils��l+ 6(vrei s We RT 225 wH RT 225 p a cvB PT 325 a o immokalee ItrY "�B IT (2) 330 65 N8 LT(2) 310 215 70 r�B CS(TH NB IN 140y'W ni6iiT 300 UBRT 3p4 Sfi5 NIB RT 350 5D 255 58 IT 35D E4S 5D SB L7 SSO 4S SDSl4lT/TH SBTW(7)59Tti(Z) 5B RT 13D SB ftT iSp D 5D RT 150 fS, fi P.acY,�r Single Total 5lrigie impact � � Future R G:nes .lane f � �strxage Lane Eqv Esfv I'otsi 5taragc 34'7 1 3O0 3OD i 3 W 0 3Bp 1 3� 39D 1 39D Ip o x D �tD i a1D axp 2I0 I 2I4 �3A 1 21D D �{I' f30 i 6?D 530 1 536 A 325 1 325 325 t 325 0 a{Ir) 1 60D 6DD 1 640 0 zan 1 zau 7�p i 2ao u +150 x �Sp +t50 1 456 D �7,hi/ i 7� 2R� 1 J�10 A �490 1 1� 497 1 •f 9p t} G70 1 G7D t7D 1 67p A 1T, t,Sp f 1300 f50 3 1340 0 540 1 500 SpD 1: 5DD 0 6rtD 12tS0 b4D xiflp D 575 ! �7S SJF 475 Z 9SO A75, Z 950 ❑ 52� i �25 52_'", 1 �2a A 490 t 18t! �{9D 2 91l'D 0 GEO 1 6�1 GSp Y. f80 0 0' . 2@U 1 2730 2t1D 1 7tB1 U 37D 3 37D 37D 1 37p 0 �?p 1 anrf 51. 1 +15 7r 2,25 1 225 z:�5 1 a?5 0 31D 1 3i6 310 1 31f1 t1 3OD 1 30p 39p 1 3� 9p Li4 3 ISO 15p l 150 0 150 ! 150 15D 1 15D O 165 Total Lane ket 555 8ilghtshore hnters �1 i E,ristin Future B round Future Total Rule based Actual Queue Le ths(ft) COW eueLenRths ft) Added Added a L R Rft Ilk AM PM AM/PM gh, AM PM AM/PM Number Number aC 1: Lanes St e 4 Lanes Storage 95% M 9S% 95% 50%G 95% Max Lane•feet k Lanes Stora a 95%6 %% 95% 95% 50i1 95% Max Lane -feet lane -reel Lane•feet c a L T R L R L T R L R L T R L T R L R L R L T R L R L T R L T R L R L R L R L R Total Explanation of Highlighted Items 91Impact lifuture total trdficnueou mmusluture E 0 1 1 22S 0 1 1 300 0 39 0 0 234 0 234 234 D 234 0 1 1 30C 0 65 0 0 334 0 334 334 0 334 0 100 0 34 so background required slurage k�gt` — d Lflm pactisaddltlanalstoragrlcnstnraroptratrorat W 1 1 0 325 1 1 0 380 29 85 0 82 53 0 85 8S 85 0 1 1 0 390 29 110 0 92 108 0 110 11❑ 11C 0 2S 0 10 0 a Mason. E o — i — — — — — n�ding am LT lane that and uo queue, Jicul & tnpt.r. E W N 1 0 _ 210 1 0 1 210 71 0 25 235 0 26 235 26 235 26 2 0 1 360 210 21 0 29 226 0 29 226 29 45I 29 217 3 410 0 454 RT total traffic ttueue it less than exhting storage le th. W 1 0 D 1 0 1 630 25 0 106 a 0 493 29 493 29 493 1 0 1 630 34 0 106 4a 0 493 44 493 44 493 15 0 0 ❑ LffutweLuldllydi[IL(JUL41CIef]thantl`qur�'dfuture c background stcxag^. Cra - - - - - -- -- - - - .. -- - - -- - - - - - - - - -- - - -- --- -- — -- - - - - --- - - — -- --- -- ---- -- - i`e N 0 1 1 225 0 1 1 325 0 1a0 33 0 411 19 411 411 0 411 0 1 1 325 197 27- 0 495 26 �95 495 0 49S 0 84 0 94 Y 6 E E 3 S 1 1 0 270 1 1 ❑ 600 300 113 0 300 70 0 300 118 300 0 1 1 0 600 30D 1.43 0 3DO 102 0 370 143 3D0 0 ❑ 0 0 0 84 - LT storage bath constrained but adequate dug to use of W 1 p - 24G 450 3 D 1 240 450 214 p 23 1D2 0 305 274 305 822 3p5 3 D 7 240 45t7 329 0 25 2D2 G 368 329 36A 981 368 16� 63 0 p e1 travellancs_Rl storage cam Ural mold. 9 _ _. . _ ... --- _ __ .. - - - LT is occasional tI fume. RT impact b future teal trarfic a N 1 2 _ 2S0 490 1 2 1 29tl 490 / 18 80 3 186 212 286 286 286 286 1 2 1 290 490 6 134 69 3 522 212 522 522 521 522 236 236 0 32 9 3 queue minus ewsting itordget 0 E S 1 3 ❑ 6/4 1 3 ❑ 6/0 12 14E D 11 66 0 146 lab 146 0 1 3 0 6/O 18 213 0 149 124 n 21.4 223 213 0 6/ 0 0 0 32 Ll Future total tnfticqueue tslerssthan exEtng51orage. 3 E 2 2 1 GSil S00 2 1 1 650 SU❑ 10! 121 0 2-32 98 29 dW 12I 464 121 2 2 1 650 SLY7 101 121 0 232 ICQ 29 232 121 463 122 U 0 0 f1 O rs W 2 3 _ FAa n,7Y 2 3 1 640 S2S 24 88 0 SO 12 0 88 88 LIfi 88 2 3 1 640 S2S 24 88 ❑ SO /3 ❑ 88 88 71fi 88 ❑ 0 0 ❑ v v z RTfuturetotal traffic qtaunbrinc:than mtstk3 i N 2 3 1 4/5 S15 7 3 1 415 S25 I 22 U 5S M 0 1U3 30 2% 10 2 3 1 4PS S2S tU3 2/ 0 SS' 39 U 16.1 39 2U6 39 U 9 0 it „ sluraRr- W S 2 3 1. 490 680 2 3 1 49D G80 53 34 389 40 2a 93 53 388 116 388 2 3 1 490 6811 80 40 388 fdl 31 93 80 388 111391360 54 ❑ 0 0 0 LT hJturetotal traHlcgra ueiclessthun esistngstorage v y E 1 3 1 290 370 1 a 1 280 310 S5 la7 7 115 403 75 403 403 403 403 1 4 1 280 170 55 187 R 120 554 96 554 554 554 554 151 151 151 151 EW 1 3 _ aa0 225 1 1 4411 225 303 5❑a 0 :91 104 0 504 SW 504 504 1 4 1 515 225 381 570 0 259 122 0 5 M S10 510 570 65 66 66 66 2 N 3 ❑ 300 2 1 1 3111 48 67 10 165 234 165 a2$ 165 2 1 i 310 390 224 2 51 7D 11 251 21a 25'1 428 Z5i 0 42 00 R1 future total traffic queue is (ec: than eckshng _ '_ L214 I I hJtutP fatal traffic qurvteis lnssthanregwrerf future 130 1 2 i 150 55 48 2 D 48 S5 a8 SS 1 2 1 150 150 46 6 55 5D 2 0 50 SS SD 55 2 0 OTC tl 434 3 background 1ara0c_ Total tanrfeet 1,802 1,004 FAIR -SHARE MITIGATION FOR CONCURRENCY IMPACTS CONSULTING SOLUTIONS Fair -Share Mitigation for Concurrency Impacts Prepared for: Hole Montes &Associates 950 Encore Way Naples, FL 34110 Phone: 239-254-2000 Brightshore Village Collier County, Florida 7/19/2022 Prepared by: Trebilcock Consulting Solutions, PA 28 )0 Davis Boulevard, Suite 200 Naples, FL 34104 Phone: 239-566-9551 Email: ntrebilcock@trebilcock.biz Brightshore Village— Fair -Share Mitigation for Concurrency Impacts —July 2022 Fair -Share Mitigation 1. Brightshore (fka Hogan Island) Village Stewardship Receiving Area (SRA) is in eastern Collier County in portions of Sections 18 and 19, Township 47 South, and Range 28 East. Brightshore Village SRA ("Village") contains a total of 680 ± acres. The Village is located north of Immokalee Road, northeast of the intersection of Red Hawk Lane and Immokalee Road. 2. The developer is responsible to pay appropriate fees required by the County's Road Impact Fee Ordinance, as building permits are issued for the proposed project. Roadway impact fees for the subject project are estimated to exceed $16 million (rates based on Collier County Residential Impact Fee Schedule dated March 30, 2021, and Commercial Impact Fee Schedule dated March 30, 2021). For more details refer to Appendix A. 3. Proposed internal roads, driveways, internal alleys, internal sidewalks/pathways, and interconnections to adjacent developments are site related improvements and are not subject to impact fee credits. In addition, the developer is required to provide appropriate turn lanes at project entrances as required at the time of site development approval. These improvements are considered site related. If turn lane improvements require the use of County's Right -of -Way (ROW) or easements, compensating ROW along the development frontage may need to be provided without cost to Collier County because of such improvement. 4. Concurrency is a growth management concept intended to ensure that the necessary public facilities and services are available concurrent with the impacts of development. To maintain Concurrency, forecasted future traffic volumes may not exceed adopted level of service on the roadway network area of significant influence of the project). A roadway segment is considered adversely impacted by the project if future traffic volumes (including the traffic generated by the development) are found to exceed the adopted level of service on that segment. Based on the results provided in the companion Traffic Impact Statement (TIS) associated with the pI oposed SRA village application for this property, the following roadway segments are adversely impacted by the project's traffic. - Immokalee Rd. from Collier Blvd. to Wilson Blvd. - Immokalee Rd. from East Project Access to Everglades Blvd. 5. Consistent with the information illustrated in the Collier County 2021 Annual Update and Inventory Report (AUIR) and the adopted FY2022 — FY2026 Five Year Work Program/CIE, there are no scheduled roadway improvements for the projected impacted segments on Immokalee Road. The adopted FY22 — FY26 Five Year Work Program/CIE for Collier County is illustrated in Appendix B. 6. The methodology used to calculate the applicant's proportionate fair share obligation towards Concurrency requirements is outlined in Florida Statutes (F.S.) Section 163.3180 (Concurrency) and FDOT (Florida Department of Transportation) — CUTR (Center for Urban Transportation Research) Model Ordinance for Proportionate Fair Share Mitigation of Development Impacts on Trebilcock Consulting Solutions, PA P a g e 2 Brightshore Village— Fair -Share Mitigation for Concurrency Impacts —July zuzz Transportation Corridors. The proposed methodology is also consistent with the Collier County Land Development Code (LDC), Section 6.02.03. As illustrated in F.S. Section 163.3180 — (5)(h)2a, "the proportionate -share contribution shall be calculated based upon the number of trips from the proposed development expected to reach roadways during the peak hour from the stage or phase being approved, divided by the change in the peak hour maximum service volume of roadways resulting from construction of an improvement necessary to maintain or achieve the adopted level of service, multiplied by the construction cost, at the time of development payment, of the improvement necessary to maintain or achieve the adopted level of service". Proportionate Fair -Share = E [(Development Trips/Service Volume Increase) x Cost] - Development Trips =those trips from the stage or phase of development under review that are assigned to a roadway segment and have triggered a deficiency. This does not include the development trips on the segment that consumed available capacity. - Service Volume Increase =service volume increase provided by the eligible improvement to roadway segment. adjusted cost of the improvement to roadway segment. Cost shall include all improvements and associated costs, such as design, right-of-way acquisition, planning, engineering, inspection, and physical development costs directly associated with construction at the anticipated cost in the year it will be incurred. 7. Development and Roadway Improvements —Parameters Roadway service volumes in the improved condition use the Collier County AUIR unimproved condition service volume multiplied by the ratio of LOS D service volumes shown in FDOT Generalized Service Volume Table 7 (Urban Condition, Class I Arterial, Appendix C) between the improved and unimproved cross sections (product rounded to the nearest hundred). That ratio reflects the effect of the additional lanes while keeping all other factors affecting service volume constant. Those other factors are reflected in the County's published service volume in the unimproved condition. The projected cost per lane mile is $4.27 million: $3.5 million construction cost from the Collier County Road Impact Fee Update Study dated October 2019, 11% of construction cost for design, and 11% of construction cost for CEL The calculations that the table contains are performed with more decimal places than those displayed. Using only the displayed decimals will yield slightly different results. 8. Contribution requirements for concurrency transportation related impacts are summarized in Table 1 and total $0.863 million. The individual segment contribution highlighted in Table 1 is the subject of the next section. Trebilcock Consulting Solutions, PA Page 13 _ y. O N O -a 4. = 00 CU 7 O M O MO v0- 40 O v sum = +�, o. o = o O a °' z `° g `° c n CL � N : = M Mimi a m O _ O O O O O U U 4� O a) (A O — U N N = O E 0 dA M ++ E _ y ++ Uv0 Nv7" 'or U to m M O OO O O O> O -_ EN .Lin0J v , vO = On > O Q _O MO 0 O O N O N U Q f0 Q c0 J i = > > _ -a > Q a E O -a fC '- co '- Q- O Q. a O (A i- cu 0. 1- 9 O CJ N O � v 'C U N E L AUIR 1= Q a O •E O Q. ° .L °_ aJ °J M o _ L O = i c0 v O O "a "a O O '- ID # Roadway Link From To = o a o � a a a ^ n Collier Wilson Om 44.0 Immokalee Road 6D 3300 8 3020 4040 1.34 4400 1100 11 1.0% 5.10 $430554 $ 0.436 Un Boulevard Boulevard Everglades 46.0 Immokalee Road E Entrance 2U 900 4 880 2000 2.273 2000 1100 110 10.0% 0.50 $ 4.270 $ 0.427 Blvd. Total Proportionate Share ($Millions) $ 0.863 Notes: 1) 2021 AUIR traffic data or improved to the end of the LRTP plan period in which the analysis year occurs. 2) Appendix C. 3) Unimproved Service Volume x FDOT Service Volume Improvement Ratio, product rounded to the nearest 100. 4) Total Traffic (TIS Section 1, Table 6) - Service Volume Unimproved. 5) Project Traffic / Service Volume Increase. 6) Segment Lengths provided by Collier County or scaled. 7) Segment Length x Number of Added Lanes x $4.27M per Lane -Mile ($3.5M constuction + 11% Design + 11% CEI). 8) Project Traffic share of added capacity x Total Improvement Cost. Brightshore Village— Fair -Share Mitigation for Concurrency Impacts —July 2022 9. As a supplemental alternative, contribution requirements are evaluated for specific impacted intersections. The intersections in Table 2 are part of the Immokalee Road segment in Table 1 for which additional lanes are an unlikely improvement (the road is already six lanes). The intersections contain three or four legs but only the legs that form the segments in Table 1 are used for contribution purposes. The peak hour peak direction service volumes for all legs are summed and the service volume for each leg expressed as a percentage of the total, a proxy for that leg's share of the intersection's "capacity." While the intersection of Immokalee Road at Collier Boulevard has some traffic interaction on a north leg, no service volume is proposed for it. This provides a conservative proportionate share since adding to the service volume total would reduce the percentage share on the legs that compose the contribution. The project traffic share of added capacity is consistent with Table 1. It is the project traffic volume that consumes added capacity divided by the capacity improvement on the segment. This analysis assumes an improvement mix of Single Point Urban Interchange (SPUI) treatment or an at -grade alternative described here as a Major Intersection Project (MIP). The SPUI cost estimate is from an estimate for a proposed improvement to the intersection of Immokalee Road at Livingston Road recently prepared by Jacobs Engineering. The MIP cost estimate used is proposed for Immokalee Rd at Wilson Blvd. in the 2045 LRTP Partially Funded project list (Appendix D). For each intersection leg, the proposed proportionate share is the legs share of the service volume total multiplied by the project traffic's share of the added capacity on that leg (affected road segment —Table 1), multiplied by the total estimated intersection improvement cost. Example: At Immokalee Road and Collier Blvd.: - East legs share of the total service volume = 3,300/9,500 = 34.7% - Project traffic's share of the added capacity on that segment = 1.0% - Estimated intersection improvement cost = $38.000 million - Proportionate share = $38.000 million x 34.7% x 1.0% _ $0.132 million The total proportionate share estimated for the two intersections is $0.208 million. Table 2 presents an alternative contribution to a subset of the segments in Table 1. Table 3 replaces the contribution estimate in Table 1 for the six -lane section with the sum of the intersection improvement contributions pertaining to it from Table 2. The resulting total is $0.635 million 10. CONCLUSION: To mitigate the $0.635 million impact, the proposed mitigation consists of $16.033 million in impact fees (Appendix A). Trebilcock Consulting Solutions, PA Page ( 5 V Mwol fu Peak Hour Peak Direction Service Volume Fraction of Project Traffic Share of Added AUIR ID# Service Volume Intersection Total Capacity (3) Proportionate Share ($ Millions) (4) Improve- ment Cost Improve- ($Mil- Cost Intersection ment lions) Source N S E W N S E W Sum N S E W N S E W N S E W Total Immokalee Rd. at Collier Blvd, SPUI $ 38.000 2 30.1 44.0 43.2 0 3000 3300 3200 9500 0.0% 31.6% 34.7% 33.7% 0.0% 0.0% 1.0% 0.0% $ - $- $0.132 $ - $0.132 v v aq CD rn fD e-r O O O r-r fD n � O n rtNJ D O A e-t O� O CD a- n O n 77 n O ° c _r Oti O rt O �n V 1� c .. O in O O ++ a 00 v N i 0 > O � �O v �. E >, N >� Q > O O y V O j C j N E a.+ O =p O O. Z O M .. N Q. 4, O = ++ E Q N �+ v C Ln t0 c0 O D = O E a) O O a) U U F, O a) N O U N = O M +' E = N EC Q b i CA > O f° u O O ° O °� > N O >, N >, U E N >_ U v "a 'a W r` 13 n O CL O E cC � ca p CU N O O aJ U O CL Q M Q MUM ° (n F— Q. 1— > O W y 'a U U L A U I R E E `U Q. a� ° ° > a a) au aD W ° >= is Q- ID # Roadway Link From To = ° L LM o M o ° °. ° °' ° -"a o "a 0 1n ° °IMM o Collier Wilson 44.0 Immokalee Road 6D 3300 8 3020 4040 1.34 4400 1100 11 1.0% 5.10 $43.554 $ 0.20$ Boulevard Boulevard Everglades 46.0 Immokalee Road E Entrance 2U 900 4 880 2000 2.273 2000 1100 110 10.0% 0.50 $ 4.270 $ 0.427 Blvd. Total Proportionate Share ($Millions) $ 00635 Notes: 1) 2021 AUIR traffic data or improved to the end of the LRTP plan period in which the analysis year occurs. 2) Appendix C. 3) Unimproved Service Volume x FDOT Service Volume Improvement Ratio, product rounded to the nearest 100. 4) Total Traffic (TIS Section 1 Appendix N Future Roadway Total Traffic Conditions Table) - Unimproved Service Volume. 5) Project Traffic / Service Volume Increase. 6) Segment Lengths provided by Collier County or scaled. 7) Segment Length x Number of Added Lanes x $4.27M per Lane -Mile ($3.5M constuction + 11% Design + 11% CEI). 8) Project Traffic share of added capacity x Total Improvement Cost, or on 6D sections , the sum of the intersection improvement costs on the segment. Brightshore Village —Fair -Shore Mitigation for Concurrency Impacts —July 2022 Collier County Impact Fee Calculations Trebilcock Consulting Solutions, PA Page � 8 Brightshore Village— Fair -Share Mitigation for Concurrency Impacts —July 2022 Brightshore Village Projected Roadway Impact Fees Land Use Single -Family (<4ksf) Size 11500 Unit du Road Impact Fee per Unit $ 7,870.36 Road Impact Fees $ 11,805,540 Attached Villa - Condo, Duplex or Single Family Attached 150 du $ 6,234.27 $ 935,141 Townhome - Multi -Family Housing (Low- Rise, 1-2 Floors) 100 du $ 6,471.24 $ 647,124 Traditional Rental - Multi -Family Housing (Mid -Rise, 3-10 Floors) 250 du $ 5,174.00 $ 11293,500 Governmental/Institutional 20,000 sf $ - $ - Commercial/Retail (25ksf-1501(sf) 85,000 sf $ 13.77400 $ 1/170/790 Commercial/Office (6ksf-1001ksf) 211000 sf $ 8.60500 $ 180,705 TOTAL $ 16,032,800 SOURCE: CC COMM IMPACT FEES --EFFECTIVE March 30, 2021; CC RESIDENTIAL IMPACT FEES -- EFFECTIVE March 30, 2021. Trebilcock Consulting Solutions, PA Page � 9 m is n 0 n n O D Ln c r ota cn O_ C rt O D to V COLLIER COUNTY RESIDENTLAL IMPACT FEES EFFECTIVE MARCH 30, 2021 Phase 3 Road Changes Cori COINBIL7S111 REGIONALGOB ER1V11fEIv I Lit' TOT.�i PEH L SIT LAND USE PARKS PARKS ROADS EMS SCHOOLS BLlIIDLNGS L.IBKIFJES E\TORC'EMEN7 JAIL. SLBTOTAL R:UMV SEA'ERI IxTFHOLTFIRE= A ited Lice Fac2q%9* S45510 SL230.34 S85&52 S79.27 SO.00 S535.81 $145,93 $34034 S231.67 $34866.88 $3 382,00 S3.314.00 S10S62.88 a Condo, Du:) or Siaele Fam=h• Attached Hi -Rise Condoms (3+ Stories) S45520 $45520 SL230.24 $1,23024 SVU 27 S40S.36 S67.50 $67.50 S.S44.19 SIS44.19 5443.94 $443.94 $159.7S SUMS S?%56 S29636 $25U5 $259,25 Si L990.93 S10,365.02 S3392.00 $3,38100 S3314.00 53,314.00 S1&686.93 S17,061.02 Ddobile Home (m Mobile Home Park-) S71628 $27145.29 $30429.96 $113.81 VaM.45 $74S_50 $27011 545720 S397.15 $15,516.75 S313S2.00 537314.00 $22,21= ?F biobie Home (Not in \So'trile Home Park)' S71628 S2345.29 $7,S70.36 S113.81 $7,23&45 $748.50 $270.11 $45720 $397,15 S19,957.15 S3,382.00 S3314.00 S260653.15 2 fug-Famth Houma a crw -Rye, 1 Eoon) P.iuBi FamtivHou ins Sid Rise. 3-10 floor.) P.Su" i-Famtly Housing -Rite. =:10 floor_) Isiid-Rite Re:identialw1st Floor Commercial S45520 $45520 S45520 S45520 S123024 SlX 24 S123024 S1230 24 S6471 24 S5174.00 S3,992.53 S3 265A0 $6750 S6750 S67.50 S6750 $1841.19 S? S44.19 S? S44.19 SIWA9 $443,94 $443.94 S443.94 S443.94 $159.78 S159.7S S159.7S $159.78 S296S6 S•_W56 S29656 S29656 S228.91 M8.91 S128.91 S22&91 S12,197.56 S10.90032 $9.71S.S5 S&991.32 $338100 $3382.00 S3 3S2.00 $3382,00 S3,314.00 S3314.00 S3.314.00 S3.314.00 $18,893.56 SM59632 S16.414.85 S15.687.32 Nish -Rise Reniden,;,tnidewaal ndL-t Fbor Commeroal (-10 floor,) S45520 Sl?30.24 SL903.00 S67.50 $2 S44.19 S443.94 S159.78 S2%56 $228,91 S7.62932 S3382.00 S3,314.00 S14.326.32 Retirement Community (Condo F!SF Attached) F.eti-e> r+Commtmity (SF Detached <4000 sf) S45520 S933.83 S1,230.24 $2,69432 S2,01&00 $3286?7 $6101 $62.Ol $2344.19 SS•7S9.54 $40T81 S407.S1 $145,83 $145.83 $265,67 $265.67 $215,12 S215.L S7,644.07 S16,800.40 S3382.00 $3382,00 $3.314.00 S3,314.00 S14.34OmO7 S239 496o40 RV Pak(Parl-s_SamLsandLlrarie onh•onTie-Donn) S716.2S S2,145,29 S1329.74 $39.25 S7?3S.45 S260.30 $270,11 $156.12 S137.90 S12293.44 $37382,00 S3314.00 S18.989.44 Smele Fa='%* Addition lacemem Onmral less thm 4000 sq. ft. Irvine area. Chance to 4000- . ft S133.S9 $396.35 SL6S5.90 S17.26 WOO $113,57 S40.5S S74.14 $71,71 S2523_d0 SO.00 $0.00 529523.40 Smele Fanner• Detached c 4000 Sq. Ft Lame S933.83 S? 69432 $7,57036 $14207 5S,79.54 493434 S336.05 S5S595 $499.19 S Z7SC65 S3 S? 00 53314.00 S29.482.6: Sma Famih•Detachrd4000+ Sq.FtLicm $1,067.72 S3.080.67 S9.55626 $15933 S8.7S9.54 S1.04791 $376.63 S661.09 $570.90 V5310.05 $3381.00 S3314.00 S324006.05 'Road rate is a per bed rate, all others are per unit 'sRoad rate wed is for Sinee-Family Detached =�t000 :q. 8. Rate wed is for mdicidttalh• metered 0 to 4,999 square feet n -. space and m more than four tot7eL-. Total does not naelnde %e Impact Fee;. See rates belon• dependiu= upon Fue District. 3A:atme: no change in meter size. Master Meter rate; Ii�xed helots. ruse ccntact far �tinate if heater than 4,999 sq. ft. or fom' to7et R:-LTER �� R:�SI•ER:•1TER (SERER) LIiP:',CI FEES - �iLZIi-F_��1III.I �L-1STER METERED I izing Space (SQ.FT.) Bari: of Fee ERC Factor Water Fee �i'a:tearaterFee O TO 75C PerUak 033 S1,116 S1,093 751 TO 1.503 Per Umit 0.67 $2,265 52��0 1.5 Ol OR MORE Per Linn 1 $32392 $3,314 FIRE IMPACT FEES WhIOIiALEE OCHOri NORTH FIRE FIRE COLLIERFIRE GREkTER (4,000 Sq. Ft. (4,000 Sq. Fc. OV0112021 3NAPL.ES FIRE afaamum) Sl.a Muni Per Unit Per Sq_ Ft Per Sq, Ft Per Sq. Ft. Use (Inia;Area) Unde:Roof UndaRoo: Under Roof 5mgle-Fam[} 5.376.00 S022 5'•. 1 $0.60 4.000 sq. Ft Smele-Fatm.^ WIN $022 $1.:I $0.60 4.000 Sq. Ft. + MukC-Fame S357.00 S022 KAI SC.60 (AptfCondo) AfobileHome.RV S1S7.00 S0.22 $1.11 SC.60 CIIY OFNAPIFS AND CITY OF MARCO LSIANI?: Collier County Community Parl", Lay; En`orcement. Fire. iL'ater and Setter are not assessed_ C'hecL with the City for their impact fzes. CITY OF EVERGLADES: Collier County Community PazLs, Road, tiVatez cad Setter are not assesse3. COLLIER COLTTY C'OIVL'iERCL4L I FEES EFFECTnp E NLkRCH 30. 2021 Pll<�se � Road C'hal�aes TOTAL (ROINDED) TOTAL LA ND USE EMS GOVERN�iEAT BL7LDD GS TAIEL Lair,' ENFORCEMENT AD WATER, WASTEWATER : TER LN"D FIRE NOT LoZCLI-DED (See Page 3) NtsivaHome . Office 6,000 s ft_ or less Office 6,001-100,000 sq. ft_ Office 100.001-200.000 sq. ft. S2.41 50.0-549 $0.09340 $0.07927 546.6 50.52060 SO.61951 50.52551 24S. 50275SO 5032S20 50.27556 57 $0.31"24 $G.3715? $0.3153 6 SS.605O0 55.60500 5S.60500 S:.7.6 59.79 510.02 S9.S0 PBed Per Square Foot Per Square Foot Per Square Foot Office 200.001-400"000 > . it. 50.066?2 SO.44251 S0 2:44. $0.265 0 5S.17635 59.19 Per S ua e Foot Office Greater than 400.000 sq. ft. Office -Medical 10.000 sf or less $0.06044 $0.0894S 50.40056 50.59345 SO21236 $0.114-31 $0.24042 50.35595 57.94551 $21.10101 SS.56 S'_'.4= Per Square Foot Per Square Foot Office -Medical'-10.000sq. ft. Pharmac Druz Store OuicL Lube Restaurant - Fast Food tv.Drive-Thru $0.13029 $0.153S4 591.05 $0.69556 SO.S6420 51.02035 $60Z 54.63334 S0.4S7S3 SO.54056 5319.93 S2.45460 $0.51S3_ $0.61199 536'_?0 $2.7?S94 S30.3794S 511.'5401 $1 LH7.51 5101.652 5 53=.35 S14.11 S13.064.F9 Sll?.._ Per Square Foot Per S uare Foot Per Ba; Per Square Foot Restaurant - HishTurnoter** 521.19 $140.56 S74.46 $S4.3U 51.794.90 S_.116.41 PzrSeat Restaurant - Low Turnover" S1?.27 5114.53 560.6S $65.69 51.151.71 51.11;.SS Per Seat Restaurant -Fast Casual** $0.69S56 54.63334 S2.45460 $? I S94 $6S_10,00 S7S.67 Per Square Foot Restaurant - Fast Food wDrive-Thru (2 meals) Retail 6.000 Sq. Ft_ or Less $0.69556 50.19230 54.63334 S1?7547 $145460 50.67571 52.77S94 $0.76499 595"76200 55.723:2 5106.33 53.63 Per Square Foot Per Square Foot Retail 6.GG1= 5.000 Sq. Ft. 50,19230 51.27547 SO.67571 $0.76499 $10_56SOO 513.4S Per Square Foot Retail 25.001-50.000 Sq. Ft. $0.19230 S1?7547 50.67571 $0.76499 $13_?7404 516.63 Per Sgt.3re Foot Retail SQ001-100.000 Sq.. Ft. $0.1923O S1??547 50"67S46 S0.76499 S13"77400 516.69 Per Square Foot Retail 100.001-150,000 S . Ft. $0.19230 S1??547 SO.62055 50.76499 $13_??404 516.63 Per Square Foot Retail 150.001-200.000 Sq. Ft. Retail _G0.001-20G.G00 S . Ft. $O.1S759 GO.1S36? 51.24423 5L21S20 50.75S45 50.61535 50.74625 $0.73064 $13.'635? $li.50?1_' 516.'0 Slb._S Per Square Foot Per Squire Foot Retai140U.001-600.000 S . Ft. $0.15210 S1?0779 S4.67295 $U.72440 $13.4436- 516._3 Per Square Foot Retail 600.001-1.000.000 Sq. Ft, Retail :=1.000.000 Sq . Ft. So. 17103'_ $0.16404 51.129-0 SLOSS05 50.66743 $OS?642 $0.67?56 $0.65258 $13.63G4S S13 -'1 116 516.:5 $16.20 Per Square Foot Per Square Foot School - Eiementtn- (Private) School - Middle (Private) School -Hiah School (Private) $4.71 $5.49 $6.2S $31 '4 $36.4 $41.65 516,55 519.31 S2_'.0? $15.-; $21_86 $24.9S $ 7S5.69 $9=1.00 5953.00 S S56.9. S1,00 t.10 51,077.98 Per Student Per Sudent Per Student Su ermarLet** $0.16090 51.06723 50.56539 $0.64009 $21.41103 S'_3.31 Per Sntutre Foot Tire Store 5105.1S $697.60 5369.57 S41S.40 53.930.43 S10 �_1.1S Per Bat" '„'arehouse $0.0219S 50.145?? S4.47722 SO.U5-43 51.59900 S1.93 Per Square FootIII Fees for Convenience Store ts-1Gas are determined bt- different criteria. Remember to include ALL free when calculating "If in a shoppiu� center, or if on an outparcel of a shopping center, use Retail land use. CTIY OF MAPLES AND CITY OF 1LARCO ISLk\-D. Collier County Lair Enforceinent. Fire. Water and Sewer are not assessed. Check with the City' for their unpact fees. C'T1'Y OF EVERGLADES: Collier County Road. VFiter and Se«-er are not assessed. Brightshore Village— Fair -Share Mitigation for Concurrency Impacts —July 2022 Trebilcock Consulting Solutions, PA Page � 12 n 0 n n 0 c rt oa 0 c r+ 0 N W Project 60168 60201 60147 60190 60212 60212 Is. Attachment D )022 Year Work Program tnnllarc chnwn in Thnusands) Project Name FY22 FY23 FY24 FY25 FY26 FY 22-26 FY 21-26 SUMMARY OF PROJECTS Amount Amount Amount Amount Amount Amount Amount Vanderbilt Beach Rd/Collier Blvd-16th 104,500 C 104,500 29,286 142,245 31,786 Pine Ridge Rd (Livingston to R5) 41086 DR 25,200 DCM Randall/Immokalee Road Intersection 31000 R 43200 CM 79200 15,700 10A45 18A63 Airport Rd Vanderbilt Bch Rd to Immokalee Rd 15,700 CM 47th Ave NE Bridge 750 D 81300 C 90050 91050 Wilson Blvd South Bridge 450 DR 33950 C 4,400 41400 13th St NW Bridge 350 D 39700 C 41050 4,050 62nd Ave N E Bridge 400 DR 31850 C 4,250 4,250 10th Ave SE Bridge 550 D 60550 C 6,100 6,100 Sidewalks 745 D 1,251 D/C 41895 C 61891 10,p00 MONSOON - 13,152 Veterans Memorial PH I - - Veterans Memorial PH 11 4$00 RD 14,831 CM 191131 197131 Vanderbilt Beach Rd (US41 to E of Goodlette) 13,500 DC 13$00 14A96 Wilson Benfield Ext (Lord's Way to City Gate N) 11500 RA 500 RA 1,000 RA 11000 RA 1,000 RA 5,000 71346 Oil Well (Everglades to Oil Well Grade) 500 A 3D0 A 300 A 300 A 300 A 11700 71793 Business Center (City Gate) 93500 C 99500 20,692 Collier Blvd (Green to South of GG Main Canal) 21000 R 38,100 RDC 400100 40,911 Randall Blvdr8th to Everglades 31000 D 33000 31254 Belle Meade 30 M 30 54 Goodlette Rd (VBR to Im mokalee Rd) 21750 D 634 A 91366 A 21643 A 15,393 15,393 Green Blvd (Santa Barbara Blvd to Sunshine) 500 S 500 500 Wilson Blvd (GO Blvd to mmokalee) 1,000 DR 1,000 DR 21,800 C 23,800 323893 Vanderbilt Bch Rd (16th to Everglades) 8,190 DRM 51860 RA 11,800 C 25,850 25950 Golden Gate Parkway at Livingston 500 S 61000 D 60500 61500 Railhead Crossing 200 C 200 200 Poinciana Professional Park 300 C 300 300 Tree Farm PUD 450 C 450 450 ImmokaleeRd at Livingston 6,000 D 67000 6,000 Intersections Improvements Shoulder Widening 31200 11800 21575 950 675 90200 10,352 Corkscrew Rd (Lee County Line) Shoulders 11200 C 11200 1,200 Santa Barbara/Logan Turnlane 879 D 71879 C 81758 81758 Logan Blvd N of Immk 21600 C 21600 2,765 Contingency 6,019 6,019 6,019 Total 1419670 1009211 1 1 709314 42,245 1 1 35,718 1 390,158 563,747 Brightshore Village— Fair -Share Mitigation for Concurrency Impacts —July 2022 FDOT Generalized Service Volume Table 7 Trebilcock Consulting Solutions, PA Page � 14 erightshore Village— Fair -Share Mitigation for Con currency Impacts —July 2022 TABLE 7 Generalized Peak Hour Directional Volumes for Florida's Urbanized Areas January2020 STATE SIGNALIZED ARTERLALS FREEWAYS Class I (40 mph or higher posted speed limit) Core Urbanized Lanes Median B C D E Lanes B C D E 1 Undivided * 830 880 ** 2 2230 3,100 31740 45080 2 Divided * 1,910 22000 ** 3 3 280 4r570 52620 6,130 3 Divided * 21,940 31020 ** 4 4,310 6s030 72490 81170 4 Divided * 3,970 42040 ** 5 5390 7,430 9,370 10,220 Class 11 (3 5 mph or slower posted speed limit) 6 6,380 8,990 11,510 12,760 Lanes Median B C D E Urbanised 1 Undivided * 370 750 goo Lanes B C D E 2 Divided * 730 12630 1,700 2 2,270 31100 3,890 42230 3 Divided * 17170 22520 23560 3 3A10 43650 57780 62340 4 Divided * 13610 32390 32420 4 4,550 6,200 7,680 87460 5 5,690 7,760 92520 105570 Non -State Signalized Roadway Adjustments Freeway Adjustments (Alter corresponding state volumes Auxiliary Ramp by the indicated peircent-) Lame Metering Non State Signalized Roadways -10%e + 1poo + 5ero Median R Turn Lane Adjustments UNINTERRUPTED FLONV HIGHWAYS EXCIUSINV Exclusive Adjushment Lanes Median Left Lanes Right Lanes Factors Lanes Median B C D E 1 Divided yes No +5eru 1 Undivided 580 890 12200 12610 1 Undivided No No 2(Y'/e 2 Divided 12800 23600 32280 32730 Multi Undivided Yes No -50/0 3 Divided 1700 3,900 4,920 5,600 Multi Undivided No No -25% e Yes + Ja Uninterrupted Flow Highway Adjustments Lanes Median Exclusiiv left lanes Ac ustinent factors One -Way Facility Adjustment 1 Divided Yes +5% Multiply the coiiesponding directional Nidti Undiv ded Yes -5% vohmaes in this table by 12 Multi Undivided No 25% BICYCLE 1410DE2 Takes shown are �re.seml as peak hcna: dmKiwad tvlumes for levels of senice and (Multiply ti*Wde volumes shown below by number of are for lb? aw mobi7ek trunk model tmless speancall} staid. This table does not directional roadway Lanes to determine taro -way nmaimwn service coastimm a standard ad dould be used only for general planaan> awlicatiaa- The compun;s models from which this table is derived should be used for more specific vow.) ALinrrin; avt.bmdcas` The table and die ivim! com=ez models should, not be used for Paved com1w oa mtersecri m desiga, where more refmd techniques east. Cakvlaboas are based on plan.?, grolindams of the HMs1 mi the Ttansat Capacit♦ and Qualitr of ShouldmSicycle 5annce marmal. Lance Coverage B C D E : I %rel of sentice Ear 1he bier de and pedertdm mkei m this table is based am "9% * 150 390 12000 member off vehidos, rot n=1er of bicwlisu aQ>:e I es trams using the briIity. 5044°Yo 110 340 15000 `'100 3 pffbourdL,W, are oahfar the pmkbum inthe_sm&edaemanoddie h#ffaalf{ 8540Vb 470 1,000 >17000 ** 13ow, PEDESTRIAN MODE2 ' C'' mot be achievedusiretable iWarrdlua deitm]is. (lt faltiply vehide volua aegis shown below by number of •, Not applicable for that level of service letter glade. For the ntom5obile mode_ directional roadway lanes to determine two-way madmurn semke volum,s ereac�n Lere than of senice D becatre F because mtenzec wn c3reddes have volnrnes.) been reacted Fcc tt ticrole a,odn the le'.el of segue letter grade ;in ludkg Fj is oat ash gable because there ti no mrd= wkch lechtma. t nsbold using tabLe lar]t Sidewalk Coverage B C D E value defaulm. 049% * * 140 480 sdi,-.s: 5044mo * 80 440 800 Flondl Ceparme ► of Tnnsgortatiom 5r items Implementitiom Of i ce 85400'.ro 200 540 880 --�1,aoo , .., �:dotQo.A,Lpl�rnin?,'5rst-= BUS MODE (Scheduled Fired Route)3 (Buses in peak hour in peak direction) Sidewalk Coverage B C D E 044% >5 !4 !3 _'2 85400% > 4 = 3 ?' 2 >� 1 Trebilcock Consulting Solutions, PA Page � 15 Brightshore Village— Fair -Share Mitigation for Concurrency Impacts —July 2022 Trebilcock Consulting Solutions, PA Page � 16 • �i Table 64. Collier MPO 2045 LRTP Cost Feasible Plan Projects — Partially Funded Projects (FY2026—FY2045) (in millions $J Plat Period i rnpj Plan Period 2: Plat Period 3: Plan Periodt VAMw and 2021402S 2026.2030 2ff31-2G35 2036-mm COun OAPRE•ENG CST Total Cad TotalProject TPPundn{ 2026-200S (YOL$ Total 95 lN; Fad Lie3:s /roe Linksto Description Cost POC 2619 2021-25 PRF4NG ROW CST PRE-t'NG ROW CST PMENG ROW CST t7R•[NG ROW CST withwt9 Cent ���' p PARUULY FUNGtp PROEM 59-00 SHDQ County 1 BeRfdd Rd(N0w) rnattrds Way 's ty Gale 81 vdN Ww2•Ltn¢Road $3131 $11D6 jGU779( (Tapandabta too• - $11.74 $11*14 County ? SIR Cypracs Plaw YandwblltAwch UII Wdl Rd Now? -Una Boad 537.33 Kd Ent. (Enpandibta toA• 3D Invrtokalea RJ(CA 8a61 Carr*Kass Rd Estis Ava iufth.T Study S2.A0 _ 52.60 52A0 Covnty RLzvi(M (Inttgka!Cd Ra Plan nl nC Srtdyl $15.81 $15.91 County 33 ❑tant.caCac Ad GL SRE2 Jes7lo. St Newt IA^e Roan $4DS9 41A ndaR Rlvd(Nyavwl Imma:.al as Nd llurn'tt�lntwsactl nn $35.tie $l.TS: $9A5 $9Ar $O.OD OA 601471 IntFvov2rnent OrtpaSs $55.A3 $9.?5 $4588 OA 55 8A10av;s El vd) Airport Pull H ryj Rtl M6arbara 8l vd %VT dot from 4.tanes S4D1fi to C tam" - SUA6 $74AG County C29 ndwbiitAmytRdGt rvur7Jadn5;vd gCvprMvpkwy ww7.Lsnplt"d $43A7 (E,pandabla tot 88.12 $8.12 County L9 [vtrkaacsWvtl piIYJdIAdJCR tmratutccRa Wdo2to4Lanas $72.75 55A $o.BD Sm.lw SO.OU OA 74 nrnokatpv Ks tm 114e) wiIvan Alvd Major lrrtwtKe:rn $1715 ntersecv on Intyowmant 33 Inywkalee Aa 3ed AwIShady Nonhoi47the Ave.NE Widen lrom2,ianH 59.79 $2:71 52.74 County Hal l ow Slvtl E too lames 94 Rural Yll 4L'P Wv4 nvnsiah�P RC WwA-UriPRasd $23A2 $A90 $RAD County 9tt Vandvrb+ft Naa yr Ad E%nd�bilt M•,nae lmtw%QL:on $715D $7AD $]AO County Inlproventnne SA.CI $ODD OAlrall 107 US41(SR901(Tnrnlarnl Majorint4irwCan S2.56S0.9D t) Im4voVtfnla't 50.00 54•DD $O.OD OA in US 43(5K 901(Tanv am Hoe Ardlta Rd Major lotiel&Lan $2050 rail E) Inproventet iO4 USAI t5A?0)(Tanian• Gal do Gaw Pk" Major lrmysectio" S3S0 54AD SAAO $D.OD OA esil E) (4464511) Irrwovement 52�] $f.1] 557.97 575dIG $722.58 $4.Dat9 535.79 5157AI S7G29 S37.D0 S411AD $ID7DAR 54D0 $SC1S5 $2512 Sd4310 $l G.70 $9G9.3D S73D5 $30G.31 $240.09 520.08 Netev �PDroapyfurdedfawrt52ttic0on _PRE. ENGktEludesPEli4EandDCslgn E PrreiuDay eosE Collier MPO 2045 Long Range Transportation Plan _ Rlph[-of-Way Chapter 6 Cost Feasible Plan CONSULTING SOLUTIONS Fair -Share Mitigation for Operational Impacts Brightshore Village Stewardship Receiving Area (SRA) Prepared for: Hole Montes &Associates 950 Encore Way Naples, FL 34110 Phone: 239-254-2000 Collier County, Florida 8/18/2022 Prepared by: TrebilcocK Consulting Solutions, PA 28 )0 Davis Boulevard, Suite 200 Naples, FL 34104 Phone: 239-566-9551 Email: ntrebilcock trebilcock.biz Brightshore Village SRA —Fair—Shore Mitigation for Operational Impacts —August zuzz Fair -Share Mitigation 1. The Brightshore Village (fka Hogan Island) Stewardship Receiving Area (SRA) is in eastern Collier County in portions of Sections 18 and 19, Township 47 South, and Range 28 East. The Brightshore Village SRA contains a total of 680 ± acres. Brightshore Village is located north of Immokalee Road, northeast of the intersection of Red Hawk Lane and Immokalee Road. 2. The landowner is responsible to pay an appropriate fee required by the County's Road Impact Fee Ordinance, as building permits are issued for the proposed project. 3. Proposed internal roads, driveways, internal alleys, internal sidewalks/pathways and interconnections to adjacent developments are site related improvements and are not subject to impact fee credits. In addition, the landowner is required to provide appropriate turn lanes at project entrances as required at the time of site development approval. These improvements are considered site related. It is noted that if turn lane improvements require the use of County's Right -of -Way (ROW) or easements, compensating ROW along the development frontage may need to be provided without cost to Collier County as a consequence of such improvement. 4. Operational impacts of the development project traffic are mitigated for those intersections failing to achieve acceptable performance characteristics. Consistent with the information illustrated in the adopted Collier County Traffic Impact Study guidelines, mitigation improvements are considered acceptable if capacity is added that restores or improves the delay and v/c-(volume/capacity) ratio to the levels provided in the base scenario. Base scenario is defined as the analysis of existing traffic plus background traffic for the estimated build -out year (2038) on the E + C (existing plus committed) signcantly impacted roadway network. As illustrated in the Traffic Impact Statement Section 2 associated with the zoning application for the subject development, Synchro 11 software was used to perform intersection Level of Service (LOS) analysis at specific locations. Based on the results of the Synchro intersection analyses, the following roadway improvements may be necessary to address traffic related impacts: Trebilcock Consulting Solutions, PA Page 12 Brightshore Village SRA — Fair -Share Mitigation for Operational Impacts —August zuzz Immokalee Rd. and Everglades Blvd. Intersection — add one northbound left -turn lane (410 feet); extend the eastbound right -turn lane and the westbound left -turn lane (total of 44 feet); add one westbound through lane and a transition area from two westbound through lanes to one westbound through lane on Immokalee Rd., west of Everglades Blvd. (total 1,160 feet — westbound through movement improvement); signal modifications. 5. A proportionate share cost estimate was developed for each intersection that fails to achieve the minimum acceptable operating conditions due to the proposed development's traffic. The fair share percentage is based on the traffic impacts in the AM and PM peak periods. For the subject impacted intersection, the project share of improvement cost is the sum of the AM and PM peak hour project traffic entering volumes divided by the sum of the 2038 AM and PM peak hour total entering volumes. In the 2019 Collier County Road Impact Fee Study each new lane mile of road was estimated to cost $3.5 million in construction cost alone. Design and CEI can add anywhere from 20 to 22 percent, or $4.27 million per lane mile in total (using 22 percent). This equates to $809 per lane -foot. This fair share analysis uses $1,000 per lane -foot to reflect the economies of scale that are absent in small jobs but likely affected the published impact fee study estimates, and inflation since the 2019 figures were published. The estimated cost will also account for any ROW needs as applicable (corner clips). Immokalee Rd and Everglades Blvd Intersection Estimated Improvement Cost —Total 51,764,000 - Turn Lane Improvements — $454,000 - Westbound through movement improvement — $1,160,00 - Signal modifications — $150,000 Peak Hour Proportionate Share — 31.57o (Figure 1) Intersection Proportionate Share Cost — $1,764,000 x 31.5% _ $555,660 6. Contribution requirements for operational transportation related impacts total $555,660. Figure 1—Peak Hour Proportionate Share Intersection Total Total Prop 8 Nome Pedod Project [ Entering Share Entering 1 immokaleeRdjEvergladesBlvd r:Pm 599 1610 372% 1 Immo�lee Rd/Everglades Blvd 728 2573 27.9% I 1 Immokalee Rdi'Eversiades Blvd Total 1317 4183 31.5% i Trebilcock Consulting Solutions, PA Page � 3 ECONOMIC ASSESSMENT Brightshore village SRA Economic Assessment Collier County Collier County Schools North Collier Fire Control &Rescue District Initial Submission: September 28, 2021 Revised December 13, 2021: Roads Revised February 25, 2022: Project Name Change and Roads Revised March 28, 2022: Roads Revised June 28, 2022: Roads Revised August 26,2022 Roads Prepared By: DEVELOPMENT PLANNING 8 FINANCING GROUP, INC. BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Table of Contents EXECUTIVESUMMARY.................................................................................................................. 4 INTRODUCTION............................................................................................................................. 6 METHODOLOGY............................................................................................................................ 6 MAJORASSUMPTIONS.................................................................................................................. DevelopmentAssumptions....................................................................................................... 8 RevenueAssumptions............................................................................................................... Sales, Just, and Taxable Values................................................................................................ 9 PropertyTaxes....................................................................................................................... 10 Expenditure Assumptions........................................................................................................10 COLLIER COUNTY FISCAL IMPACTS..............................................................................................10 Collier County Operating Impacts............................................................................................10 Collier County Operating Revenue Projections.... sees as me @@ago$* assess ones Rea ON sees Seems assess message Be*@ me @@omega genii Collier County Operating Expenditure Projections. a a a a a 8 9 a a 9 9 a a a 2 0 a a 8 0 a 4 a a a a a 8 a 8 5 a 4 a a a a a a 8 a 0 a a a a 5 8 a 9 a a a a a 8 8 a 0 0 a a a a 8 11 Collier County Capital Impacts........ @obsess as sees Is @@geese ON ones so amasses so Deco age @enema sees sea$$ ad assess Mae@@ sees 13 Collier County Capital Impacts by Department..................................................................... 13 COLLIER COUNTY SCHOOLS FISCAL IMPACT........ @manage as assess somesseve ease mmossoome as geese*$ assess *OEM@ 24 Collier County Schools Capital Impacts.................................................................................... 24 Collier County Schools Operating Impacts............................................................................... 26 28 North Collier Fire &Rescue District.... Does @@some@&@ moves*@* Osage @@@Boom@ @@@sees a**@@@ @@@Boom bass Mason *Osage on gooses@ assess Mean@ North Collier Fire &Rescue Capital Impacts......................................................................... 28 North Collier Fire &Rescue Annual Operating Impacts........................................................ 29 APPENDIX.................................................................................................................................... 0 GENERALLIMITING CONDITIONS. 9 8 5 0 0 0 0 a a a a a a 0 0 a a a a a 8 a a 0 0 a a a a a 8 a 0 a 6 a a 5 9 a a a a 0 0 9 2 2 a a 9 a 8 1 0 0 a 0 a a a a I a 6 0 4 0 a a I a a a a 4 8 0 a a a a a a a 5 4 a a 0 0 a a a 0 4 / 2 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Table 1: Brightshore Village Development Program.................................................................... Table 2: Brightshore Village Residential Sales, Just, and Taxable Values......................................9 Table 3: Brightshore Village Nonresidential Sales, Just, and Taxable Values................................9 Table 4: Brightshore Village County Tax Base at Buildout..........................................................10 Table 5: Collier County Millage Rates......................................................................................... 1 Table 6: Brightshore Village Operating Annual Net Impact at Buildout.....................................11 Table 7: Brightshore Village Annual Operating Revenue Projections. 9 a a a a a a a 1 5 5 9 a a 0 a 5 a a 8 1 8 a 4 0 a a a a a a 8 9 0 0 a a a 9 5 11 Table 8: Brightshore Village Annual Operating Expenditure Projections...... sees Sea @@geneses 0 Damage as 00 Sea 12 Table 9: Brightshore Village Impact Fee Revenue for Collier County.........................................14 Table 10: Brightshore Village Regional Parks Capital Impacts....................................................17 Table 11: Brightshore Village Regional Parks Level of Service....................................................17 Table 12: Brightshore Village Regional Parks Indexed Capital Cost per Acre...... on Sees go* an assume 17 Table 139 Brightshore Village Community Parks Capital Impacts...............................................18 Table 14: Brightshore Village Community Parks Level of Service...............................................18 Table 15: Brightshore Village Community Parks Indexed Capital Cost per Acre.........................18 Table 16: Brightshore Village Law Enforcement Capital Impacts...............................................19 Table 17: Brightshore Village Law Enforcement Level of Service ............................................... 20 Table 18: Brightshore Village Law Enforcement Equipment Cost per Certified Police Officer ...20 Table 19: Brightshore Village Correctional Facilities.................................................................. Table 20: Brightshore Village Correctional Facilities Capital Cost...... so @@ensue** Otsego asses ease 21 Table 21: Brightshore Village Correctional Facilities Indexed Cost per Resident ........................21 Table 22: Brightshore Village EMS Capital Cost. . a 1 0 0 0 0 0 a a a a a a 8 0 9 0 9 9 a 9 a a a a a 8 a 4 0 0 a a 2 a a 1 0 0 0 9 a a a a a a 2 9 a a 9 a a a a a a a 5 5 8 8 0 metals@@ 22 Table 23: Brightshore Village EMS Capital Impact.. an goose**@@ among@ eased@@@*@$ Golan engage some @moves Bosse asses Goa 22 Table 24: Brightshore Village Projected Public School Enrollment.... 09000326 Bases am mssasot*oem Sees @@wool seems 24 Table 25: Brightshore Village Projected Enrollment by School Type .......................................... 25 25 Table 26: Brightshore Village School Capital Costs. . a a a a a a & 0 0 8 a a a a a 8 5 8 a e 0 9 a a a a a a 8 5 6 0 9 a a a a a a 2 a a a 0 4 a d a a a a a 8 a a 0 0 a a a a a 8 8 a 9 a Table 27: Brightshore Village School Impact Fee Revenue......................................................... 26 Table 280 Brightshore Village School Net Capital Impacts —Total Cash Flow Approach .............26 Table 290 Brightshore Village Local Ad Valorem School Operating Taxes at Buildout ................ 27 Table 30: Brightshore Village North Collier Fire & Rescue District Capital Impact .....................28 Table 31: Brightshore Village North Collier Fire & Rescue Impact Fee Revenues.... obossfamese Sees as 0328 Table 32: Brightshore Village Square Footage. . 6 a 2 a a a a a a 9 a a 0 9 0 a a a 4 a 8 a a a a 4 a 0 0 a I a a 8 a 0 0 9 9 a a 8 5 a a a a 0 a a a a a a 2 1 a 8 a 0 9 4 9 9 a 9 a I a a 0 0 a a 29 Table 33: Brightshore Village Big Corkscrew Island SDA Annual Operating Impacts at Buildout 29 3 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT EXECUTIVE SUMMARY Barron Collier Companies is proposing the establishment of a Stewardship Receiving Area ("SRA") for an +/- 681.5 property located at the north of Immokalee Road, northeast of the intersection of and Redhawk Lane and Immokalee Road in Collier County, Florida. In accordance with the definition of a Village in the Rural Lands Stewardship Area ("RLSA") Overlay, Brightshore Village SRA ("Brightshore Village") is primarily a residential community with a diversity of housing types and a maximum of 2,000 dwelling units. The Village is designed to encourage pedestrian/bicycle circulation and the use of golf carts via an interconnected sidewalk and a multi -use pathway system, serving the entire Village with an interconnected system of streets. The concept plan reflects 106,000 square feet of commercial uses and 20,000 square feet of civic/institutional space. As reflected in the table below, the Brightshore Village will generate substantial tax and impact fee revenues for Collier County, the North Collier Fire & Rescue District, and Collier County Schools. The results are presented at the Project's buildout, as required. Summary Table 1: Brightshore Village Fiscal Highlights Brightshore Village Fiscal Highlights At Buildout At Buildout Collier County: Countywide MSTU Brightshore Village Ad Valorem Tax Base $ 682,948,000 $ 682,948,000 Brightshore Village Net Annual Fiscal Benefit Countywide MSTU Brightshore Village Total Annual Operating Revenues $ 3/371/000 $ 6191000 Brightshore Village Total Annual Operating Expenditures 2,695,000 355,000 Brightshore Village Total Annual Net Operating Surplus $ 676,000 $ 264,000 Collier County Schools: Brightshore Village Ad Valorem Tax Base Brightshore Village Net Fiscal Benefit: Annual Ad Valorem Operating/Total Capital Revenues Annual Ad Valorem Operating/Total Capital Expenditures Annual Ad Valorem Operating/Total Capital Surplus Brightshore Village Annual Ad Valorem Tax Revenues: Collier County Collier County MSTU North Collier Fire &Rescue Collier County Schools - Ad Valorem Operating Collier County Schools - Capital Improvement Total Brightshore Village Annual Ad Valorem Tax Revenues School District $ 710,136,000 Annual Operating* Total Capital $ 2,497,000 $ 32,073,000 21497,000 32,073,000 C� At Buildout $ 2,434,000 551,000 2,561,000 21497,000 1,066,000 $ 9,109, 000 Florida Legislature sets the majority of school district operating revenues throu * The gh statewide equalization formulas. Source: DPFG, 2022 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT March 30, 2021 Operational Fair- March 30, 2022 Impact Fee Revenue Adopted Rates Share Mitigation Adopted Rates Required Facility Analysis: Roads $ 16,033,000 $ 555,660 $ 16,480,000 Regional Parks $ 41658,000 Community Parks $ 1,628,000 Law Enforcement $ 11101,000 Jail $ 934,000 EMS $ 265,000 Schools $ 14,607,000 Water - Residential Only $ 61764,000 Wastewater - Residential Only $ 61627,000 North Collier Fire & Rescue District $ 834,000 Source: DPFG, 2022 Developer Contribution Agreements ("DCAs") will be negotiated with the County prior to approval of the SRA. As demonstrated in this report, DPFG concludes that the Brightshore Village is fiscally neutral, as defined, for the following facilities as required by the Collier County Land Development Code ("LDC") Section 4.08.07 L. Summary Table 2: Brightshore Village Net Fiscal Impact Conclusions per Taxing Authority Net Fiscal Net Fiscal Required Facility Analysis Impact Required Facility Analysis Impact Collier County Collier County Schools Annual Operations: Annual Operations* Neutral General Funds Grouping Positive Capital Neutral MSTU Capital: Roads Regional and Community Parks Law Enforcement Jail EMS Positive Collier County Neutral Water Positive Wastewater Neutral Neutral Stormwater Neutral Neutral Irrigation Water Neutral Neutral Solid Waste Neutral North Collier Fire &Rescue District Positive * The Florida Legislature sets the majority of school district operating revenues through statewide equalization formulas. Source: DPFG, 2021 5 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT INTRODUCTION An Economic Assessment is required as part of the Stewardship Receiving Area ("SRA") Designation Application Package, and each SRA must demonstrate that its development, as a whole, will be fiscally neutral or positive to the County tax base at buildout. At a minimum, the Economic Assessment shall consider the following public facilities and services: transportation, potable water, wastewater, irrigation water, stormwater management, solid waste, parks, law enforcement, emergency medical services, fire, and schools. Development Planning &Financing Group, Inc. ("DPFG") was retained to prepare an Economic Assessment for the Brightshore Village SRA. This report provides complete and transparent support for the methodology, assumptions, and calculations applied to demonstrate fiscal neutrality, as required, for the Brightshore Village SRA for Collier County ("County") and the Collier County School District ("School District"). METHODOLOGY The Government Finance Officers Association ("GFOA")1 outlines the most common methods for estimating service costs in fiscal impact analysis as: average cost, marginal cost, comparisons to other governments and econometric modeling. In many cases, fiscal impact analysis uses a combination of these methods to generate a projection. • Average Cost is the easiest and most common method and assumes the current cost of serving residents and businesses will equal the cost of serving the new development. The average cost method provides a rough estimate of both direct and indirect costs associated with development. However, this method does not account for demographic change, existing excess capacity or potential economies of scale in service delivery. Methods of calculating average cost include per capita costs, service standard costs and proportional valuation costs. • Marginal Cost uses site -specific information to determine services costs for a new development. A case study approach is typically necessary to gather detailed information about the existing capacity within public services and infrastructure to accommodate growth from a development project. This method assumes that information about local service levels and capacity is more accurate than standards based on average data • Comparable Governments incorporate the experience by similar governments with comparable development projects. Studying other governments before and after specific ' Michael J. Mucha, "An Introduction to Fiscal Impact Analysis for Development Projects," (white paper, Government Finance Officers Association, 2007), www.gfoa.org BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT projects can provide useful information in determining additional costs and the increase in costs over a long period of time. • Econometric Modeling uses complex econometric models and is best used for estimating impacts from large projects that create many indirect effects on the existing community such as a utility plant or an entertainment center. The fiscal impact analysis of the Brightshore Village uses amarginal/average cost hybrid methodology to determine the Project's impact on capital and operating costs. Personnel and operating costs were projected on a variable, or incremental basis, as were expenditures for certain capital improvements. Revenues, such as property taxes, were projected on a marginal basis whereas revenues attributable to growth were reflected on an average basis. Allocation bases include Permanent Population, Peak Seasonal Population, Peak Seasonal Population and Employment, and Peak Seasonal and Tourist Population and Employment. Persons per residential product type and employees per nonresidential land uses were obtained from the County's 2016 Emergency Medical Services Impact Fee Update, which County staff has deemed the most appropriate source of County -adopted residential and nonresidential demographic metrics for purposes of this analysis (see Appendix)z. The analysis includes the following general funds:3 (001) General Fund, (003) Emergency Disaster, (007) Economic Development, (011) Clerk of Circuit Court, (040) Sheriff, (060) Property Appraiser, (070) Tax Collector, and (080) Supervisor of Elections. A reconciliation of these funds to the County's budget documents is provided in the Appendix. The analysis also includes (111) Unincorporated Area General Fund MSTU, the North Collier Fire Control & Rescue District, and the Collier County School District. The FY 2021 budgets of the County, the North Collier Fire Department, and the School District form the basis for the service levels and revenue and cost assumptions. This "snapshot" approach does not attempt to speculate about how services, costs, revenues and other factors will change overtime. Instead, it evaluates the fiscal impact to the County as it currently conducts business under the present budget. The impacts of self-supporting funds (e.g., enterprise funds) were not included in this analysis as is typical in fiscal impact analysis. Utility rates and capacity fees are established through independent studies. Public utilities generally benefit from economies of scale (i.e., more customers) since rate structures are dependent upon recovering fixed infrastructure costs. Based on Pre -Application discussions with County staff, the County accepts the methodology described in this report and applied in previous SRA Economic Assessments. In particular, the z Impact fee updates for Parks, Correctional Facilities and Schools are currently underway. Draft reports were not available during preparation of this analysis. s Collier County considers this listing of general funds as the "General Fund Grouping." BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT County accepts the preparation of the analysis at the year of buildout (or horizon year) under a snapshot approach which reflects the intended land uses of the project as a whole. In addition, there are no monitoring requirements with respect to the fiscal impact of an SRA Village. MAJOR ASSUMPTIONS Major assumptions supporting the Brightshore Village Economic Assessment are summarized in this section. The financial model and assumptions are provided in the Appendix. Balance Carryforwards were excluded from allocation to avoid overstatement of revenues. Interfund transfers were analyzed in depth, and their classifications in the model were carefully reviewed. Revenue and costs are projected in constant 2021 dollars, with no adjustment for future inflation. The use of a constant dollar approach in fiscal impact analysis produces annual and buildout results that are readily comparable and understandable. Results have been rounded to the nearest one thousand dollars ($1,000). Development Assumptions Table 1 presents the Brightshore Village development program proposed by the Applicant. The program was the basis for determining the operating and capital impacts of the Project. Table 1: Brightshore Village Development Program Land Use by Impact Fee Category Units Multi -Family Attached Villa (Condo, Duplex, SF -Attached) Townhome (Multi -Family (Low -Rise, 1-2 Floors) Traditional Rental (MF Mid -Rise) Single Family Detached SFD 40' SFD 50' SFD 60' Total Residential 150 100 250 600 600 300 21000 Non -Residential Sq Ft Office 6,001- 100,000 Sq Ft Retail 50,001- 1001000 Sq Ft Total Non -Residential 21,000 85,000 1061000 Civic/Institutional Grand Total Non -Residential (sf) 20,000 126,000 Source: Barron Collier Companies, DPFG, 2021 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Revenue Assumptions Sales, Just, Cl"d Taxable Values Estimates of sales, just, and taxable values for the residential units are shown in Table 2. The sales values of the residential product types were provided by the Applicant's market consultant, Zonda. The eligible homestead percentage per residential product type used in computing the taxable value per unit was based on unincorporated County averages published by the Shimberg Center for Housing Studies at the University of Florida. Table 2: Brightshore Village Residential Sales, Just, and Taxable Values Land Use by Impact Fee Category Units Sales per Value Unit Just per Value Unit Average Taxable Value per Unit Multi -Family Attached Villa (Condo, Duplex, SF -Attached) Townhome (Multi -Family (Low -Rise, 1-2 Floors) Traditional Rental (MF Mid -Rise) Single Family Detached SFD 40' SFD 50' SFD 60' Total Residential 150 $ 300,000 $ 282,000 $ 265,500 100 $ 265,000 $ 249,100 $ 232,600 250 $ 244,825 $ 208,101 $ 208,101 600 $ 360,000 $ 338,400 $ 304,900 600 $ 445,000 $ 418,300 $ 384,800 300 $ 500,000 $ 470,000 $ 436,500 21000 Source: Zonda, Shimberg Center for Housing Studies (Univ. of FL), DPFG, 2021 Table 3 reflects the estimates of sales, just4, and taxable values for the nonresidential land uses. Sales values were based on data provided by the Applicant's market consultant, Zonda. Estimates used to arrive at just values also considered construction cost per square foot estimates from R.S. Means, "Square Foot Costs," 42nd Edition, 2021, and the Collier County Property Appraiser database. The reasonableness of these assumptions was discussed with the Applicant's market consultant. Table 3: Brightshore Village Nonresidential Sales, Just, and Taxable Values Non -Residential Sq Ft Sales Value per Sq Ft Just Value per Sq Ft Taxable Value per Sq. Ft. Office 6,001- 100,000 Sq Ft Retail 50,001- 100,000 Sq Ft Total Non -Residential 21,000 $ 267 $ 208 $ 208 851000 $ 467 $ 220 $ 220 106,000 Source: Zonda, RS Means, DPFG, 2021 At buildout, the real property tax base of the Brightshore Village is estimated to be $683.0 million as reflected in Table 4. 4 In determining just value, reasonable fees and costs of purchase (for example, commissions) are excluded. BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Table 4: Brightshore Village Land Use Tax Base at Buildout Residential Attached Villa (Condo, Duplex, SF -Attached) Townhome (Multi -Family (Low -Rise, 1-2 Floors) Traditional Rental (MF Mid -Rise) Multi -Family SFD 40' SFD 50' SFD 60' SFD < 41000 Sq Ft Total Residential Non -Residential Office 6,001- 100,000 Sq Ft Retail 50,001- 100,000 Sq Ft Total Non -Residential Total Tax Base Source: Zonda, DPFG, 2021 Property Taxes Units or Taxable Value S I Ft per Unit/SF At Buildout 150 $ 265,500 $ 39,825,000 100 $ 2321600 23,260,000 250 $ 208,101 521025,000 500 $ 115,110,000 600 $ 3041900 $ 182,940,000 600 $ 384,800 230,880,000 300 $ 436,500 1301950,000 11500 $ 544,770,000 2,000 $ 659,880,000 21,000 $ 208.00 $ 4,368,000 85,000 $ 220.00 181700,000 106,000 $ 23,068,000 $ 682,948,000 Table 5 reflects the millage rate assumptions for Collier County used in the analysis. Table 5: Collier County Millage Rates 3.5645 County General Fund 0.8069 MSTD General Fund 0.0293 Water Pollution Control Source: Collier County, 2021 Expenditure Assumptions A detailed evaluation of expenditures by the General Funds Group and the MSTU General Fund was performed to determine which were variable (i.e., assumed to fluctuate with growth) or fixed (i.e., not impacted by growth) in nature. For equitable matching of revenues and expenses, certain adjustments were made to account for funding sources from other funds. The primary demand bases in the average cost/revenue calculations were new population and employment for the County and new students for the School District. COLLIER COUNTY FISCAL IMPACTS Collier County Operating Impacts Table 6 presents the annual net operating fiscal impact of the Brightshore Village at buildout. 10 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Table 6: Brightshore Village Operating Annual Net Impact at Buildout At Buildout Net Operating Impact Countywide MSTU Brightshore Village Total Annual Operating Revenues $ 31371,000 $ 6191000 Brightshore Village Total Annual Operating Expenditures 21695,000 3551000 Brightshore Village Total Annual Operating Surplus $ 676,000 $ 264,000 Source: DPFG, 2021 Collier County Operating Revenue Projections Projected County annual operating revenues at buildout are summarized in Table 7. Brightshore Village is projected to generate annual operating revenues of $3.4 million for the County's General Funds and $619,000 for the MSTU General Fund. Table 7: Brightshore Village Annual Operating Revenue Projections GENERAL FUND GROUPING REVENUES At Buildout Ad Valorem Taxes $ 21434,000 Licenses & Permits 31000 Inter -Governmental Revenues 71000 State Revenue Sharing - Growth Portion 83,000 State Sales Tax 370,000 Charges for Services 3141000 Fines & Forfeitures 41000 Miscellaneous Revenues 12,000 Interest/ Miscellaneous 55,000 Indirect Service Charge 61,000 Transfers from Constitutional Officers 20,000 Reimburse from Other Departments 81000 Total General Funds Annual Operating Revenues $ 3,371,000 MSTU GENERAL FUND REVENUES At Buildout Ad Valorem Taxes $ 551,000 Licenses & Permits 41000 Charges for Services 231000 Fines & Forfeitures 21000 Miscellaneous Revenues 21000 Interest/ Miscellaneous 31000 Communication Services Tax 341000 Reimburse from Other Departments - Total MSTU Annual Operating Revenues $ 619,000 Source: Collier County, DPFG, 2021 Collier County Operating Expenditure Projections Projected County annual operating expenditures at buildout are presented in Table 8. Brightshore Village is expected to generate annual General Funds service demand of $2.7 million 11 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT and $355,000 of MSTU General Fund service demand. The Appendix contains a detailed breakdown of operating costs by line -item category. Table 8: Brightshore Village Annual Operating Expenditure Projections GENERAL FUND GROUPING EXPENDITURES At Buildout Board of County Commissioners - Other Admin. $ 22,000 County Attorney 11,000 Property Appraiser 34,000 Supervisor of Elections 21,000 Clerk of Courts 47,000 Sheriff 11570,000 Tax Collector 93,000 Administrative Services 31000 Human Resources 91000 Procurement Services 91000 Bureau of Emergency Services 29,000 Circuit & County Court Judges 11000 Public Defender 31000 State Attorney 41000 Guardian Ad Litem Program - County Manager Operations 51000 Office of Management & Budget 51000 Public Services Administration 11000 Domestic Animal Services 34,000 Community and Human Services 391000 Library 79,000 Parks & Recreation 1311000 Public Health 41000 Public Transit and Neighborhood Enhancement 11000 Facilities Management 63,000 Transfer to 101 Transp Op Fund 159,000 Transfer to 310 Growth Mgt Transportation Cap 67,000 Transfet to 425/426 CAT Mass Transit 221000 Transfer to 427/429 Transp Disadvantaged 33,000 Transfer to 490 EMS Fund 134,000 Distributions in Excess of Fees to Govt Agencies 621000 Total General Funds Annual Operating Expenditures $ 2,695,000 12 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT MSTU GENERAL FUND EXPENDITURES At Buildout Board of County Commissioners - Other Admin. $ 17,000 Communications & Customer Relations Division 12,000 Growth Management Administration 51000 Planning 151000 Regulation 45,000 Maintenance 39,000 Bureau of Emergency Services 11000 Community and Human Services 11000 Parks & Recreation 146,000 Transfer to 306 Parks Capital Fund 32,000 Transfer to 310 Growth Mgt Cap 251000 Indirect Cost Reimbursement 171000 Total MSTU Annual Operating Expenditures $ 355,000 Source: Collier County, DPFG, 2021 Brightshore Village is deemed fiscally positive with respect to County's Operating Impacts. Collier County Capital Impacts Collier County Capital Impacts by Department Methodologies upon which the County's impact fees are based generally use the consumption or existing inventory replacement approach rather than an improvements -driven approach. For example, the County's Parks impact fee is calculated by dividing the existing inventory of park facilities, including land at current replacement value, by the existing population or relevant demand base. This methodology does not consider the timetable over which the existing facilities were acquired, available capacity within existing facilities, or long-range capital improvement plans with timetables for delivery of new facilities. Impact fee methodologies are typically designed to generate the maximum amount of impact fees a jurisdiction can legally assess. Impact fee calculations include a credit component to recognize future revenue streams which will be used to fund capital expansion and certain debt service payments. The credit component prevents new development from being charged twice for the same facility. The analyses of the General Funds and the MSTU General Fund account for these credits by recognizing capital outlays and applicable transfers (e.g., subsidized capital acquisition and capital fund debt service) as expenditures. This approach is very conservative because the associated expenditures include growth and non -growth -related capital outlays and capital fund subsidies. In comparison, the credit component of the impact fee calculation is limited to certain growth -related capital outlays and capital fund subsidies. The impact fee updates for Correctional Facilities and Parks were adopted in 2015, and the corresponding adopted rates have been indexed. EMS and Law Enforcement impact fee studies were updated in 2016, and the associated rates were adopted in 2017. The Road impact fee update was adopted in 2019 with new rates phased -in over a three-year period. Impact fee 13 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT updates for Parks, Correctional Facilities and Schools are currently underway. Over bUlldout, new development will be charged impact fees at rates enacted by the County at that time. The capital needs of the Brightshore Village were discussed with the Collier County Sheriff, EMS, the North Collier Fire & Rescue District, and the School District. The capital analysis for these services was prepared in accordance with their input. When the achieved level of service ("LOS") for a particular public facility currently exceeds the adopted LOS, then the adopted LOS was applied in calculating demand to (1) recognize existing capacity and (2) avoid overstating demand. When the achieved LOS for a particular facility was less than the adopted LOS, then the achieved LOS was used when calculating demand to avoid charging new development for a higher LOS than provided to existing development. Data from the 2020 Audit Update and Inventory Report on Public Facilities ("AUIR"), the most recent source available, was generally used to calculate the achieved LOS. Other inputs were obtained from the relevant impact fee studies. Projected impact fee collections for the facilities specified in LDC Section 4.08.07 L are reflected in Table 9. The County's impact fee schedule is included in the Appendix. Table 9: Brightshore Village Impact Fee Revenue for Collier County March 30, 2021 Operational Fair- March 30, 2022 Impact Fee Revenue Adopted Rates Share Mitigation Adopted Rates Required Facility Analysis: Roads $ 16,033,000 $ 555,660 $ 161480,000 Regional Parks $ 41658,000 Community Parks $ 1,6281000 Law Enforcement $ 1/101/000 Jail $ 9341000 EMS $ 265,000 Schools $ 14,607,000 Water - Residential Only $ 61764,000 Wastewater - Residential Only $ 61627,000 North Collier Fire & Rescue District $ 834,000 Source: Collier County, DPFG, 2022 Collier County Road Capital Impacts Based on the results provided in the Traffic Impact Statement —Section 1, Road Segment Analysis (June 23, 2022) prepared by Trebilcock Consulting Solutions, PA, Brightshore Village is a significant traffic generator for the roadway network at this location and adversely impacts the following roadway segments: • Immokalee Road from Collier Blvd. to Wilson Blvd. • Immokalee Road from East Project Access to Everglades Blvd. 14 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT The Vanderbilt Beach Road Extension will relieve congestion on Immokalee Road and Golden Gate Blvd. The Vanderbilt Beach Road Extension project is scheduled for construction in FY 2022. In addition, the County has funded the construction of two bridges at 16th Street NE (construction funding FY 2021) and 47th Avenue NE (construction funding FY 2026). The 16th Street NE bridge will provide an additional north/south interconnection option between Randall Blvd. and Vanderbilt Beach Road Extension/Golden Gate Blvd. which will reduce traffic demands in the Randall Blvd. area. The 47th Avenue NE bridge will provide an additional east/west interconnection option between Everglades Blvd. and Immokalee Road. The Developer proposes to provide a transportation mitigation plan in order to stay consistent with Policy 5.1 of the Transportation Element of the County's Growth Management Plan. The Developer may be required to assist the County with potential capacity/operational improvements for roadway segments that are significantly impacted by the project. A detailed evaluation of applicable development permitting/platting to parameters will be made available. access points will be performed at the time of site determine turn lane requirements, as more accurate The maximum total trip generation for the proposed development shall not exceed 1,761 two- way PM peak hour net new trips based on the land use codes in the ITE Trip Generation Manual in effect at the time of application for SDP/SDPA or subdivision plat approval. The Developer proposes to pay road impact fees as building permits are issued for the Project, as applicable. The Developer proposes to provide transportation commitments that will be incorporated into the SRA Development document. The mitigation plan will include specific improvements to be undertaken, fair share contribution commitments, ROW commitment along Immokalee Road, and site related improvements. The Owner shall coordinate with Collier County Transportation with regard to the western most project entrance, as shown on the master Cl"- The master plan depicts a potential realignment with Redhawk Street to utilize Village streets to access Immokalee Road in lieu of its current connection to Immokalee Road. The design of the western most access point will also be coordinated with the future access to the Immokalee Road Rural Village to the south. The fair share cost of any warranted intersection and operational improvements, such as a round -about, signalization, and turn lanes will be included as part of the Developer's Agreement for the project. As shown in Table 9, road impact fees for the subject property are estimated at $16.0 million based on the rate schedule effective March 30, 2021 or $16.5 million by applying the rate schedule effective March 30, 2022. Rate schedules are provided in the Appendix. Concurrency Fair -Share Estimate The Fair -Share Mitigation for Concurrency Impacts (June 23, 2022) document prepared by Trebilcock Consulting Solutions, PA estimates the contribution requirement for Concurrency IV BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT transportation -related impacts at $863,000 which is significantly less than the projected road impact fees of $16.0 million. The document also includes an alternative contribution to a subset of segments resulting in a total of $635,000. Operational Fair -Share Estimate Operational impacts of the development project traffic are mitigated for those intersections failing to achieve acceptable performance characteristics. As illustrated in the Traffic Impact Statement - Section 2, Intersection Analysis (August 18, 2022) prepared by Trebilcock Consulting Solutions, PA, Synchro 11 software was used to perform intersection LOS analysis at specific locations. Based on the results of the Synchro intersection analyses, the following geometric improvements may be necessary to address project -related LOS deficiencies. Immokalee Road and Everglades Blvd Intersection -add one northbound left -turn lane (410 feet); extend the eastbound right -turn lane and the westbound left -turn lane (total of 44 feet); add one westbound through lane and a transition area from two westbound through lanes to one westbound through lane on Immokalee Rd., west of Everglades Blvd. total 1,160 feet — westbound through movement improvement); signal modifications. A proportionate share cost estimate was developed for each intersection that fails to achieve the minimum acceptable operating conditions due to the proposed development's traffic. The fair share percentage is based on the traffic impacts in the AM and PM peak periods. According to the Fair Share Mitigation for Operational Impacts (August 18, 2022) prepared by Trebilcock Consulting Solutions, PA, the contribution requirements for operational transportation -related impacts total $555,660. Mobility Plan The internal master mobility plan includes a transit station or park and ride area will be located within the Village Center, or nearby park area, to serve as a connection point for internal and external public transportation, among other mobility features. erightshore Village Regional Parks Capital Impacts The County imposes separate impact fees for community and regional parks. associated with maintaining and operating the County's Parks facilities General Funds and MSTU Operating Impacts section. Revenues and costs are provided in the 16 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Regional Park capital impacts are presented in Table 10. Table 10a Brightshore Village Regional Parks Capital Impacts Brightshore Village Regional Park Facilities Regional Park Capital Revenues Impact Fee Revenue $ 41658,000 Other Capital Revenues* 2411000 Total Capital Revenues $ 41899,000 Regional Park Indirect Capital Costs Indexed Land & Facility Cost per Acre $ 590,288 Regional Park Acres at Achieved LOS 8,39 Brightshore Village Regional Park Acres $ 41955,000 Regional Park Capital Revenues in Excess of Capital Costs $ (56,000) Community Park Capital Revenues in Excess of Capital Costs 841000 Total Park Capital Revenues in Excess of Capital Costs $ 28,000 *Included in the Collier County General Funds and MSTU expenditures analysis Source: Collier County, DPFG, 2021 The County's adopted LOS for Regional Parks is 2.70 acres per 1,000 peak population. County Staff recommended the application of an adjusted achieved LOS of 1.82 acres per 1,000 peak population for purposes of this analysis. Table 11: Brightshore Village Regional Parks Level of Service LOS Share of Regional Park Facilities Regional Park Achieved LOS per County Staff 1.82 Brightshore Village Peak Seasonal Population 41612 Brightshore Village Community Park Acreage 8.39 Source: Collier County, DPFG, 2021 The indexed capital cost per Regional Park acre is calculated in Table 12. Table 12: Brightshore Village Regional Parks Indexed Capital Cost per Acre Component Regional Park Land Purchase Cost per Acre $ 450,000 Landscaping, Site Preparation, and Irrigation Cost, per acre Total Land Cost per Acre Facility & Equipment Cost per Acre Total Land & Facility Cost per Acre 2018 Index 2018 Indexed Cost per Acre Source: Collier County, DPFG, 2021 40,000 $ 490,000 43,634 $ 533,634 1.106 590,288 17 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Brightshore Village Community Parks Capital Impacts Community Parks capital impacts are presented in Table 13. Table 13: Village Commu Community Park Capital Revenues Impact Fee Revenue Other Capital Revenues* Total Capital Revenues Parks Capital Impacts mun Community Park Indirect Capital Costs Indexed Land & Facility Cost per Acre Community Park Acres at Adopted LOS Brightshore Village Community Park Acres 1 Community Park Capital Revenues in Excess of Capital Costs Regional Park Capital Revenues in Excess of Capital Costs Total Parr f nnital RavPniiac in Fxrprq of Canital Costs $ 1,628,000 26,000 $' 1,654000 $ 283,638 5.53 $ 11570,000 $ 84,000 i *Included in the Collier County General Funds and MSTU expenditures analysis. Source: Collier County, DPFG, 2021 The County's adopted LOS for Community Parks is 1.20 acres per 1,000 peak population, and the achieved LOS is 1.39 acres. As such, the adopted LOS was used to estimate the number of Community Park acres needed to serve Brightshore Village. Table 14: Brightshore Village Community Parks Level of Service LOS Share of Community Park Facilities Community Park Adopted LOS 1.20 Brightshore Village Peak Seasonal Population 41612 Brightshore Village Community Park Acreage 5.53 Source: Collier County, DPFG, 2021 The indexed capital cost per Community Park acre is calculated in Table 15. Table 15: Brightshore Village Community Parks Indexed Capital Cost per Acre Community ; Component Park Land Purchase Cost per Acre $ 107,000 Landscaping, Site Preparation, and Irrigation Cost, per acre 10,000 Total Land Cost per Acre $; 117,000' Facility & Equipment Cost per Acre 149,328 Total Land & Facility Cost per Acre $"_ 266,328 Index 1.065 Indexed Cost per Acre $ 283,638 Source: Collier County, DPFG, 2021 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT The Project provides community park space of approximately 32-acres consisting of trail heads with public parking, outdoor fitness stations, and a 12400t, 3-mile pathway which is also connected to 0.50-mile gravel nature trail. These facilities will be open to the general public. The Owner/Developer shall not request impact fee credits for the community park and shall be responsible for maintenance of the community park, which may utilize a Community Development District (CDD) for these purposes. Collier County Law Enforcement Capital Impacts The Law Enforcement impact fee includes the capital construction and expansion of police service related to land facilities, and capital equipment required to support police service demand created by new growth. Facilities and equipment consist primarily of centralized and support buildings, patrol cars and other equipment. Fees are assessed at the recommended level. Revenues and costs associated with maintaining and operating the Law Enforcement facilities and equipment are provided in the General Funds Operating Impacts section. Direct capital impacts on Law Enforcement are presented in Table 16. Based on discussions with the Sheriff's office, capital demands from Brightshore Village include the cost to equip certified officers. A substation will likely be needed in the area to serve the Brightshore Village and the potential Immokalee Road Rural Village Overlay. Under the adopted impact fee methodology, Brightshore Village will generate sufficient impact fee revenues to cover the direct impact of facilities and equipment. Table 16: Brightshore Village Law Enforcement Capital Impacts Brightshore Village Law Enforcement Facilities Law Enforcement Capital Revenues: Impact Fee Revenue $ 11101,000 Other Capital Revenues* 199,000 Total Capital Revenues $ 11300,000 Direct Capital Costs: Law Enforcement Equipment Cost Equipment Value per Certified Police Officer $ 106,000 Certified Police Officers at Adopted LOS 8.5 Law Enforcement Equipment Cost $ 900,000 Law Enforcement Capital Revenues in Excess of Direct Capital Costs $ 400,000 Law Enforcement Indirect Capital Costs: Law Enforcement Direct Capital Surplus $ 400,000 Land and Building Cost per Sq Ft $ 219 Additional Law Enforcement Facility Sq Ft Funded 11827 Law Enforcement Capital Revenues in Excess of Capital Costs $ - *Included in the Collier County General Funds expenditures analysis. Source: Collier County, DPFG, 2021 19 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT The County's 2016 Law Enforcement Impact Fee Study is based on a Certified Police Officer per Capita LOS, consistent with the County adopted standards at the time. However, the County recently changed to a Facility Square Footage per Capita LOS. A new impact fee study incorporating this change has not yet been prepared or adopted. The Economic Assessment methodology will be revised upon the adoption of a new Law Enforcement impact fee study. For conservatism, this analysis assumes an Adopted LOS of 1.84 Officers per 1,000 Residents. The Adopted LOS is the maximum threshold. Table 17: Brightshore Village Law Enforcement Level of Service LOS Share Law Enforcement Facilities Peak Seasonal Population 41612 Adopted LOS (Officers per 1,000 Peak Residents) 1.84 Funded Facilities and Equipment for Certified Police Officers 8.5 Source: Collier County, DPFG, 2021 The $219 per square foot value of the satellite office in Table 16 was obtained from the 2016 Law Enforcement Impact Fee Update. The equipment value per certified police officer is calculated in Table 18 and is based on the 2016 Law Enforcement Impact Fee Update. Table 18: Brightshore Village Law Enforcement Equipment Cost per Certified Police Officer Item Amount Equipment Inventory Value $ 70,0201524 Number of Certified Police Officers 660 Equi pment Va I ue per Officer $ 106,000 Source: Collier County, DPFG, 2021 Collier County Correctional Facilities Capital Impacts The Correctional Facilities impact fee includes jail facilities (land and building) and equipment. Fees are assessed at the recommended level. Revenues and costs associated with maintaining and operating correctional facilities and equipment are provided in the General Funds Operating Impacts section. Correctional Facilities capital impacts are presented in Table 19. Table 19: Brightshore Village Correctional Facilities Brightshore Villai;e Jail Facilities Correctional Facilities Capital Revenues: Impact Fee Revenue $ 934,000 Other Capital Revenues* 51,000 Total Capital Revenues $ 985,000 Capital Cost (Land, Building, Vehicles, and Equipment) -indexed 985,000 Correctional Facilities Net Capital Impact $ - *Included in the Collier County General Funds expenditures analysis. Source: Collier County, DPFG, 2021 20 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT The capital cost for correctional facilities is calculated below. Table 20: Brightshore Village Correctional Facilities Capital Cost Functional Land Use Single Family Detached Less than 4,000 sq ft Attached Villa (Condo, Duplex, SF -Attached) Townhome (Multi -Family (Low -Rise, 1-2 Floors) Traditional Rental (MF Mid -Rise) Office 6,001-100,000 sq ft Retail 50,001 to 100,000 sfgla Population Units/ Functional Coefficient Square Feet Population Total Functional Population Indexed Capital Cost per Functional Population Total Capital Cost Residential Seasonal Population and Employment Indexed Capital Cost per Peak Population Source: Collier County, DPFG, 2021 1.81 1,500 2,714 0.94 150 141 0.83 100 83 0.83 250 207 1.19 211000 25 2.46 85,000 209 3,379 The indexed capital cost per bed is calculated in Table 21. Table 21: Brightshore Village Correctional Facilities Indexed Cost per Resident Description Figure Net Ass et Value - Indexed $ 111,592,344 Number of Beds NetAssetValueper Bed Current LOS (Beds per 1,000 Functional Residents) AssetValueper Functional Resident Source: Collier County, DPFG, 2021 1,304 $ 85,577 3.40 290.98 $ 290.98 $ 985,000 4.893 Collier County Emergency Medical Services (EMSJ Capital Impacts 201.31 According to discussions with EMS management, Brightshore Village will be served by EMS Station No. 10 located at 14756 ImmokaleC Road. There are no additional EMS facility needs for Brightshore Village The EMS level of service in the County's AUIR is approximately one unit (vehicle, equipment, station space) per 16,400 population; however, in addition to this metric, EMS also relies on demand factors such as response time and call volume to site new facilities. Call volume is affected by demographics in the service area. For example, nearly 70 percent of the County's ambulance fee collections are from Medicare and Medicaid patients. 5 The new EMS facility planned at the corner of Desoto Blvd/Golden Gate Blvd East will be placed in service in 2022. This station will also assist with rural response and will be funded by the County's One Cent Infrastructure Surtax. 21 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Table 22 calculates the allocable cost of EMS equipment needed to serve the Brightshore Village using a peak seasonal resident population approach. Table 22: Brightshore Village EMS Capital Cost Brightshore Village Allocable EMS Equipment Cost EMS Direct Capital Costs: Additional Facility Costs $ - Equipment Cost per Unit 551,057 Allocable Cost $ 551,057 Demand Base per Unit 161400 Per Capita Cost $ 33.60 Brightshore Village Peak Resident Population 41612 EMS Direct Capital Costs $ 155,000 Source: Collier County, DPFG, 2021 Table 23 compares the allocable EMS equipment needs to projected impact fee revenues. Table 23: Brightshore Village EMS Capital Impact Brightshore Village EMS Net Capital Impact EMS Capital Revenues: Impact Fee Revenue Other Capital Revenues* Total Capital Revenues EMS Direct Capital Costs EMS Net Capital Revenues Available for EMS -Growth Related Capital Needs 265,000 $ 61000 $ 271,000 $ 155,000 116,000 EMS Capital Cost $ 271,000 *Included in the Collier County General Funds net fiscal impact buildout analysis. Source: Collier County, DPFG, 2021 The Brightshore Village is deemed fiscally neutral with respect to Roads, Regional and Community Parks, Law Enforcement, Correctional Facilities, and EMS capital and operating impacts. Water and Wastewater The Collier County Water -Sewer District ("District")will provide water service for potable and fire protection needs, as well as wastewater services. The District is an independent special district and public corporation of the State with the Collier County Board of County Commissioners ("BCC") serving as the governing board. The BCC approves service rates and impact fees charged by the District. The District is aself-supporting enterprise fund and does not receive revenue from property taxes or any other financial support from the general fund of Collier County. 22 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT The DCA describes the commitments by the Developer and the District, including the prepayment of utility impact fees by the Developer. The SRA Public Facilities Impact Assessment provides additional information. The Brightshore Village is deemed fiscally neutral with respect to Collier County's Water and Wastewater capital and operating impacts. Stormwater Management According to Peninsula Engineering, Stormwater retention and attenuation will comply with South Florida Water Management District requirements ("SFWMD"), State, County, and federal standards for water quality treatment and discharge rates and will result in no adverse impacts to Stormwater management (drainage) level of service. The Developer of Brightshore Village will be responsible for all costs associated with the design, permitting, construction, and operation of the proposed Stormwater improvements required to serve Brightshore Village development. The SRA Public Facilities Impact Assessment provides additional information. The Brightshore Village is deemed fiscally neutral with respect of Stormwater Management capital and operating impacts. Irrigation Water The Collier County Water -Sewer District will provide irrigation quality water supply for Brightshore Village. The SRA Public Facilities Impact Assessment provides additional information. The Brightshore Village is deemed fiscally neutral with respect of Irrigation Water capital and operating impacts. Solid Waste Collier County's exclusive franchisee contract hauler, Waste Pro of Florida Inc., will collect solid waste generated within the Brightshore Village. The Collier County Solid &Hazardous Waste Management Division entered into a life of site agreement that requires the Collier County Landfill ("CCLF") is financed and operated under a design/build/operate Landfill Operating Agreement ("LOA") with Waste Management Inc. of Florida ("WMIF"). The LOA also includes the management of the County's transfer station, located in Immol<alee. 23 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT In accordance with the LOA, all landfill operating expenses incurred, including cell construction, permitting and closure care are funded by WMIF. LOA expenses are paid from revenue generated by tipping fees. Under the LOA, (1) no debt is carried by the County; (2) design/build/operate provisions ensure proper cell capacity; (3) the Contractor maintains environmental liability; and (4) allows for 900 tons per day of waste transfer from CCLF to Okeechobee Landfill. According to the 2020 AUIR, currently only waste generated in Municipal Solid Waste Service District I is landfilled at the CCLF. The AUIR projections assume the County will renew, amend, or enter into a new agreement, as necessary, and continue to transfer waste generated in Municipal Service District II to the Okeechobee Landfill. Brightshore Village is located within the Municipal Service District II. The estimated date of filled capacity of the Collier County Landfill is 40 years (or 2060); whereas the estimated remaining capacity of the Okeechobee Landfill is 21 years (or 2041). Revenues and expenses of the solid waste operations describe above are accounted for in the County's Solid Waste Fund, a self-supporting enterprise fund. The Brightshore Village is deemed fiscally neutral with respect to Collier County Solid Waste. COLLIER COUNTY SCHOOLS FISCAL IMPACT Collier County Schools Capital Impacts The projected enrollment of Brightshore Village on the Collier County School District is shown in Table 24. The student generation rates in the 2015 School Impact Fee Update, the most recent data available, were used to calculate enrollment. Table 24: Brightshore Village Projected Public School Enrollment Projected Residential Unit Type Units SGR Students Attached Will (Condo, Duplex, SF -Attached) 150 0.11 17 Townhome (Multi -Family (Low -Rise, 1-2 Floors) 100 0.11 11 Traditional Rental (MF Mid -Rise) 250 0.11 28 SFD 40' 600 0.34 204 SFD 50' 600 0.34 204 SFD 60' 300 0.34 102 Total Residential 21000 566 Source: Collier County School District, DPFG, 2021 24 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT A projection of projected enrollment by school type is shown in Table 25. Table 25: Brera htshore Village Projected Enrollment by School Type Projected School Type Students Percent Elementary 257 45% Middle 125 22% High 184 32% Tota 1 566 100% Source: Collier County School District, DPFG, 2021 According to the School District, at this time there is existing or planned capacity within the next five years at the elementary, middle and high school levels. Per discussions with School District staff, no additional school sites within Brightshore Village are necessary. At the time of site plan or plat, the development will be reviewed to ensure there is capacity within the concurrency service area the development is located within or adjacent concurrency service areas. The capital costs of the Brightshore Village students are presented in Table 26 and are based on the 2015 School Impact Fee Update which includes a capitalized interest component. These estimates are conservative compared to the August 2021 F.S. 1013.64(b) statutory cost caps. Elementary $24,338, Middle $26,282, and High $34,1396 Table 26: Brightshore Village School Capital Costs Cost per Facility Costs Students Student Total School Facility Cost: Elementary 257 $ 36,058 $ 91283,000 Middle 125 42,266 5/277/000 High 184 48,381 81888,000 Cost of New School Facilities 566 $ 41,428 $ 23,448,000 Transportation and Ancillary Costs - Initial: Transportation 566 $ 11097 621,000 Anxillary Facility 566 $ 11206 6821000 Total Transportation/Ancillary 566 $ 21303 11303,000 Total Capital Costs $ 43,730 $ 241751,000 Source: Collier County Schools, DPFG, 2021 25 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT School impact fee revenue is shown in Table 27. Table 27: Brightshore Village School Impact Fee Revenue Units or School Impact Fee Category Sq Ft Impact Fee Total Attached Villa (Condo, Duplex, SF -Attached) 150 $ 2/844819 $ 426,000 Townhome (Multi -Family (Low -Rise, 1-2 Floc 100 $ 2/844619 2841000 Traditional Rental (MF Mid -Rise) 250 $ 2/844019 7101000 SFD 40' 600 $ 8/789554 51274,000 SFD 50' 600 $ 8/789654 51274,000 SFD 60' 300 $ 8/789954 21639,000 Total School Impact Fees 21000 $14,607,000 Source: Collier County Schools, DPFG, 2021 As seen in Table 28, capital revenues consist primarily of ad valorem taxes and impact fees. The FY 2021 Capital Outlay Millage, which is determined locally by the School Board within parameters established by the State Legislature, is 1.50 mills. Table 28: Brightshore Village School Net Capital Impacts —Total Cash Flow Approach Capital School Impact Improvement Revenue/Expense Fee Revenue Tax* Total School Capital Revenues: School Impact Fee Revenue $ 14,607,000 $ 14,607,000 School District Capital Tax Revenue 17,466,000 17,466,000 Total School Capital Revenues $ 14,607,000 $ 17,466,000 $ 32,073,000 Direct School Capital Expenditures: New Schools $ 23,448,000 New School Buses K-12 621,000 Direct School Capital Expenditures: $ 24,069,000 Other School Capital Expenditures: School Bus Replacement Cost $ 621,000 Other Direct School and/or Systemwide Capital Expenditures 71383,000 Total School Capital Expenditures $ 32,073,000 * Consistent with 25-Year Credit Period in CCPS School Impact Fee Study. Source: Collier County Schools, DPFG, 2021 Collier County Schools Operating Impacts The Florida Legislature establishes the school operating millage based on the General Appropriations Act. Legislative committees meet to debate continuing and new initiatives in education and set a budget based on these results within the General Appropriations Act. The State budget determines the Required Local Effort Millage ("RLE") for each school district. The RLE is the amount of funding that each district provides annually towards the cost of the Florida Education Finance Program ("FEFP"). The aggregate RLE for all school districts is prescribed by the Legislature as a specific line item in the annual General Appropriations Act. The BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Commissioner of Education is also authorized to adjust the millage rate to make sure no school district's RLE exceeds 90 percent of that district's total FEFP entitlement. The Legislature establishes a per student funding amount which is based upon the local authorities taxing of both the RLE and the 0.748 discretionary tax millage. According to the School District, the school tax millage for Collier County is much lower than the statewide average and typically ranks within the three lowest Florida school districts. A comparison of the School District's millage history is shown in Figure 1. Figure 1: Collier County School District Millage History 6.000 istrict Millage 2.248 2.248 2.248 2.248 2.248 2.248 2.248 2.228 2.228 2.248 2.248 10-11 11-12 12-13 13-14 14-15 15-16 16-17 17-18 18-19 19-20 20-21 Required State Law �-Discretionary Millage tal Millage Source: Collier County School District, 2021 Because the Legislature sets the majority of school district operating revenues through a series of statewide equalization formulas, most fiscal analysts do not attempt to model school operating impacts. An estimate of local ad valorem school operating revenues is shown in Table 29. Table 29: Brightshore Village Local Ad Valorem School Operating Taxes at Buildout Operating School District Operating Results Millage At Buildout Ad Valorem Local Millage -Residential 3.516 $ 2,416,000 Ad Valorem Local Millage -Non Residential 3.516 81,000 Ad Valorem Local Millage Revenues $ 21497,000 Ad Valorem Local Millage Operating Expenditures $ 21497,000 Ad Valorem Local Millage Net Revenues $ - Source: Collier County Schools, DPFG, 2021 The Brightshore Village is deemed fiscally neutral respect to the Collier County School District. 27 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT North Collier Fire & Rescue District North Collier Fire & Rescue Capital Impacts The Brightshore Village is located within the Big Corkscrew Island Service Delivery Area ("SDA") of the North Collier Fire & Rescue District ("Fire & Rescue District"). The Fire & Rescue District provides fire rescue services in a 264-square mile area. Given the ability of stations to support each other, a single benefit district is assumed for impact fee purposes. Based on discussions with Fire &Rescue District personnel, existing Fire Station No. 12 will serve Brightshore Village. Capital impacts are shown in Table 30 and are allocated and projected on a per incident basis, consistent with the 2020 Fire Impact Fee Update. Table 30: Brightshore Village North Collier Fire &Rescue District Capital Impact Annual Impact at Buildout Capital Revenue. Impact Fee Revenue Ca p ita I Cost: Residential Square Feet Capital Cost per Residential Square Foot Capital Cost Residential Land Uses Commercial Square Feet Capital Cost per Commercial Square Foot Capital Cost Commercial Land Uses Net Capital Impact Source: North Collier Fire &Rescue District, DPFG, 2021 834,000 910,000 $ 4,242,000 $ 0.19 $ 787,000 106,000 $ 1.16 $ 123,000 $ 910,000 910,000 Projected impact fee revenues are presented in Table 31 and total $834,000. Table 31: Brightshore Village North Collier Fire &Rescue Impact Fee Revenues Units or Sq. Ft. Fee Per NCFR Impact Impact Fee Category Sq Ft Per Unit Sq. Ft. Fee Revenue Attached Villa (Condo, Duplex, SF -Attached) Townhome (Multi -Family (Low -Rise, 1-2 Floors) Traditional Rental (MF Mid -Rise) SFD 40' SFD 50' SFD 60' Office 6,001- 100,000 Sq Ft Retail 50,001- 100,000 Sq Ft Total 150 11600 $ 0.17 $ 411000 100 11700 $ 0.17 29,000 250 11072 $ 0.17 46,000 600 21100 $ 0.17 214,000 600 21440 $ 0.17 249,000 300 21800 $ 0.17 143,000 211000 211000 $ 1.06 22,000 85,000 85,000 $ 1.06 90,000 $ 834,000 Source: North Collier Fire &Rescue District, DPFG, 2021 The square footage of the Project at buildout is provided in Table 32. BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Table 32: Brightshore Vill Attached Villa (Condo, Duplex, SF -Attached) Townhome (Multi -Family (Low -Rise, 1-2 Floors) Traditional Rental (MF Mid -Rise) SFD 40' SFD 50' SFD 60' Residential Square Feet Office 6,001- 100,000 Sq Ft Retail 50,001- 100,000 Sq Ft Commercial Square Feet Source: North Collier Fire & Rescue District, DPFG, 2021 Sq Ft Per Unit Feet 150 11600 240,000 100 11700 170,000 250 11072 268,000 600 21100 11260,000 600 21440 11464,000 300 21800 840,000 41242,000 211000 21,000 211000 85,000 85,000 851000 North Collier Fire &Rescue Annual Operating Impacts Operating expenditures are allocated and projected on a per incident basis, consistent with the 2020 Fire Impact Fee Update. Because the current operating millage of the Big Corkscrew Island SDA is geared to much lower density development, Brightshore Village is currently projected to generate significant operating surpluses for the Fire & Rescue District. Table 33: Brightshore Village Big Corkscrew Island SDA Annual Operating Im Annual Impact at Buildout Annual Operating Impact: Brightshore Village Ad Valorem Tax Base $ 682,948,000 Big Corkscrew Island SDA Millage Rate 3.75 Annual Ad Valorem Revenues $ 21561,000 , $ Annual Expenditures: ,min -21 North Collier Fire Budget: Personnel and Operating Expenses Debt Service Capital Total Expenditures Average Annual District Incidents Average Operating Cost per Incident Brightshore Village Estimated Annual Incidents Annual Operating Cost Estimated Annual Operating Surplus Source: North Collier Fire & Rescue District, DPFG, 2021 $ 40,704,653 612,646 2,633,497 $ 43,950,796 18,832 $ 2,334 275 acts at Buildout 2,561,000 000 The Brightshore Village is deemed fiscally positive with respect to the North Collier Fire & Rescue Control District. 29 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT APPENDIX Appendix Table 1: Collier County Base Assumptions COLLIER COUNTY STUDY PERIOD FY 2021 County Budget Year COLLIER COUNTYWIDE POPULATION 395,249 2021 County Seasonal 2021 County 2021 County Permanent Population -Collier County 2020 AUIR Population Coefficient - Collier County Peak Seaonal Population - Collier County 2020 AUIR Peak Seasonal Population 1.20 474,299 79,050 COLLIER COUNTYWIDE EMPLOYMENT 196,065 Collier County 2016 EMS Impact Fee Update 008897602 FTE Conversion Factor - IMPLAN 174,451 Collier County 2016 EMS Impact Fee Update COLLIER COUNTY PEAK TOURIST POPULATION 230,200 Collier County CVB Profile - March 2021 7,426 Peak Daily Tourists COLLIER COUNTYWIDE POPULATION AND JOBS 569,700 County Permanent Population and Jobs 648,750 County Peak Seasonal Population and Jobs 656,176 County Peak Seasonal Population, Tourists, and Jobs COLLIER UNINCORPORATED COUNTY POPULATION 352,190 1.21 426,709 74,519 2021 Unincorporated County Permanent Population -Collier County 2020 AUIR Seasonal Unincorporated Population Coefficient -Collier County 2021 Unincorporated County Peak Seaonal Population - Collier County 2020 AUIR 2021 Unincorporated County Peak Seasonal Population COLLIER COUNTY UNINCORPORATED EMPLOYMENT 155,446 Allocation based on Collier County 2016 EMS Impact Fee Update COLLIER COUNTY UNINCORPORATED POPULATION AND JOBS 507,636 County Permanent Population and Jobs 582,155 County Peak Seasonal Population and Jobs COLLIER COUNTY MILEAGE RATES 3.5645 0.8069 County General Fund MSTD General Fund COLLIER COUNTY %HOMESTEAD EXEMPTION Shimberg Center for Housing Studies - 2020 Final Tax Roll Year 67% Single Family Source: Collier County, DPFG, 2021 30 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 2: Brightshore Village Resident Population and Seasonal Population Coefficientz Land Use by Impact Fee Category Permanent Population Per Unit Seasonal Index Peak Seasonal Persons Per Unit Residential (Units) Attached Villa (Condo, Duplex, SF -Attached) Townhome (Multi -Family (Low -Rise, 1-2 Floors) Traditional Rental (MF Mid -Rise) Single Family Detached 1R05 1.20 1.26 1105 1420 1426 1.05 1020 1926 2821 1820 2465 Source: Collier County, DPFG, 2021 Appendix Table 3: Brightshore Village Population and Employment Estimates Land Use by Impact Fee Category Units Peak Seasonal Persons Per Unit Peak Seasonal Population Permanent Population Per Unit Permanent Population Multi -Family Attached Villa (Condo, Duplex, SF -Attached) Townhome (Multi -Family (Low -Rise, 1-2 Floors) Traditional Rental (MF Mid -Rise) Single Family Detached SFD 40' SFD 50' SFD 60' Total Residential 150 1.26 189 L05 158 100 1,26 126 LOS 105 250 1.26 315 1.05 263 600 165 11593 2.21 11327 600 2.65 11593 2.21 11327 300 165 796 2.21 664 21000 41612 3,844 Non -Residential Sq Ft Employment Coefficient Occupancy % Employees Office 6,001 - 100,000 Sq Ft Retail 50,001 - 100,000 Sq Ft Total Non -Residential 21,000 195 95% 79 85,000 ISO 95% 202 106,000 281 Civic/Institutional Grand Total Non -Residential (sf) 20,000 126,000 281 Source: Collier County, DPFG, 2021 Appendix Table 4: Brightshore Village Population and Employment Summary Cumulative Population and Emplovment Permanent Population Permanent Population and Jobs Residential Seasonal Population Residential Seasonal Population and Tourists Employment Residential Seasonal Population and Employment At Buildout 4125 3, 844 , 41612 41612 281 4,893 Residential Seasonal Population, Tourists, and Employment 41893 Source: Barron Collier Companies, Collier County, DPFG, 2021 31 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 5: Brightshore Village PubliC SChool Enrollment Projected Residential Unit Type Units SGR Students Attached Villa (Condo, Duplex, SF -Attached) 150 0.11 17 Townhome (Multi -Family (Low -Rise, 1-2 Floors) 100 0.11 11 Traditional Rental (MF Mid -Rise) 250 0.11 28 SFD 40' 600 0.34 204 SFD 50' 600 0.34 204 SFD 60' 300 0.34 102 Total Residential 21000 566 Source: Collier County Schools, DPFG, 2021 Appendix Table 6: Brightshore Village County Tax Base Units or Taxable Value Land Use Residential Multi -Family SFD 40' SFD 50' SFD 60' SFD < 41000 Sq Ft Total Residential Non -Residential Office 6,001 - 100,000 Sq Ft Retail 50,001- 100,000 Sq Ft Total Non -Residential Ft per Unit/SF At Buildout 150 $ 265,500 $ 39,825,000 100 $ 232,600 23,260,000 250 $ 208,101 521025,000 500 $ 115,110,000 600 $ 3041900 $ 182,940,000 600 $ 384,800 230,880,000 300 $ 436,500 130,950,000 11500 $ 544,770,000 2,000 $ 659,880,000 21,000 $ 208.00 $ 4,368,000 85,00018,700,000 106,000 $ 23,068,000 Total Tax Base Source: Zonda, Collier County, Shimberg Center for Housing Studies (Univ. of FL), DPFG, 2021 682,948,000 32 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT ndix Table 7: Brightshore Village School District Tax Base Land Use Sq Ft per Unit/SF At Buildout Residential Attached Villa (Condo, Duplex, SF -Attached) 150 $ 273,750 $ 41,063,000 Townhome (Multi -Family (Low -Rise, 1-2 Floor 100 $ 240,850 24,085,000 Traditional Rental (MF Mid -Rise) 250 $ 208,101 521025,000 Multi -Family 500 $ 117,173000 SFD 40' 600 $ 321,650 $ 192,990,000 SFD 50' 600 $ 401,550 240,930,000 SFD 60' 300 $ 453,250 135,975,000 SFD < 41000 Sq Ft 11500 $ 569,895000 Total Residential 21000 $ 687,068000 Non -Residential Office 6,001- 100,000 Sq Ft 211000 $ 208.00 $ 41368,000 Retail 50,001- 100,000 Sq Ft 85,000 $ 220.00 18,700,000 Total Non -Residential 106000 $ 23,068000 Total Tax Base _ $ 710,136000 Source: Zonda, Collier County, Shimberg Center for Housing Studies (Univ. of FL), DPFG, 2021 33 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Table 8: FY 2021 Collier County General Funds and MSTU Revenue Budget Summaries 001 General Fund $ 352,373,100 $ 002 Impact Fee Deferral Program 003 Emergency Relief 007 Economic Development 011 Clerk of Circuit Court 040 Sheriff 060 Property Appraiser 070 Tax Collector 080 Supervisor of Elections Total General Fund Grouping Revenues $ 352373,100_$ 111 Unincorporated Area General Fund $ 50,068,100 $ 001 General Fund $ 87,314,100 002 Impact Fee Deferral Program 43,000 003 Emergency Relief 233,100 007 Economic Development 21365,400 011 Clerk of Circuit Court 040 Sheriff 060 Property Appraiser 070 Tax Collector 080 Supervisor of Elections Total General Fund Grouping Revenues $ 899550600 111 Unincorporated Area General Fund $ 6,826,100 001 General Fund 002 Utility Impact Fee Deferral Program 003 Emergency Disaster 007 Economic Development 011 Clerk of Circuit Court 040 Sheriff 060 Property Appraiser 070 Tax Collector 080 Supervisor of Elections Total General Fund Groupings Source: Collier County, DPFG, 2021 381,300 $ 451,000 $ 9,500,000 $ 38,000,000 $ 1,250,000 $ 500,000 $ 502,022,400 43,000 235,200 3,018,000 11,776,600 206,622,700 8,763,900 30,663,000 14,572,500 $ 165,000 3,264,600 25,378,200 700 $ 417,300 $ 1,644,700 $ 2,230,000 $ 8,429,800 43,000 100 255,100 2,300 22,000 72,000 5,284,800 $ 2,600,000 $ 2,389,000 $ 190,100 $ 1,034,700 $ 522,777,600 43,000 235,400 31052,400 8,565,900 11,945,600 206,622,700 206,622,700 7,817,900 946,000 81763,900 30,663,000 $ 87,314,100 43,000 233,100 2,365,400 $ (20,755,200) $ 502,022,400 43,000 (200) 235,200 (341400) 31018,000 (169,000) 11,776,600 206,622,700 81763,900 30,663,000 100 $ 28,200 $ 66,982,600 $ 34 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Annendix Table 9: FY 2021 Collier County General Funds Revenue Demand Units General Fund Grouping Revenue Category Budget Demand Base Multiplier Base Demand $ Per Demand Unit Ad Valorem Taxes Licenses & Permits Inter -Governmental Revenues State Revenue Sharing - Fixed Portion State Revenue Sharing - Growth Portion State Sales Tax Fed Payment in Lieu of Taxes Charges for Services Fines & Forfeitures Miscellaneous Revenues Interest/ Miscellaneous Indirect Service Charge Carry Forward Transfers from General Fund (001) Transfers from Constitutional Officers Other Transfers Advance/Repay Reimburse from Other Departments Total $ 352,373,100 CUMULATIVE AV 1.00 N/A N/A 381,300 PERMPOP&JOBS 1000 56%700 $ 0067 951,000 PERMPOP&JOBS 1600 569,700 $ 1.67 917,000 FIXED 1000 - N/A 8,583,000 PERMPOP 1600 395,249 $ 2132 38,000,000 PERMPOP 1400 395,249 $ 96914 11250,000 FIXED 1000 - N/A 43,380,300 PERMPOP&JOBS 1.00 569,700 $ 76915 460,300 PEAKPOP 1.00 474,299 $ 0.97 11644,800 PERMPOP&JOBS 1.00 569,700 $ 189 71611,100 PERMPOP&JOBS 1400 569,700 $ 13.36 81429,800 PERMPOP&JOBS 1000 569,700 $ 14080 89,955,600 FIXED 1000 - N/A 227,175,000 FIXED 1600 - N/A 21600,000 PEAKPOP&JOBS 1000 648,750 $ 4.01 31335,000 FIXED 1600 - N/A 190,100 FIXED 1000 - N/A 11034,700 PEAKPOP&JOBS 1000 648,750 $ 1.59 $ 788,272,100 $ 233,97 Source: Collier County, DFPG, 2021 Annendix Table 10: FY 2021 Collier County MSTU Revenue Demand Units General Fund Grouping Revenue Category Budget Demand Base Multiplier Base Demand $ Per Demand Unit Ad Valorem Taxes Licenses & Permits Charges for Services Fines & Forfeitures Miscellaneous Revenues Interest/ Miscellaneous Carry Forward Communication Services Tax Special Assessments Transfers from General Fund (001) Transfers from Constitutional Officers Other Transfers Advance/Repay Reimburse from Other Departments Total $ 50,068,100 CUMULATIVE AV 1000 N/A N/A 464,300 PERMPOP&JOBS 1000 5071636 $ 0.91 21871,700 PERMPOP&JOBS 1000 5071636 $ 5.66 212,000 PERMPOP&JOBS 1000 5071636 $ 0942 255,100 PEAKPOP&JOBS 1000 5821155 $ 0644 400,000 PEAKPOP&JOBS 1000 5821155 $ 0.69 61826,100 FIXED 1000 - N/A 41000,000 PEAKPOP&JOBS 1.00 5821155 $ 6087 20,000 FIXED 1900 - N/A 958,200 FIXED 1000 - N/A 200,000 FIXED 1000 - N/A 536,800 FIXED 1000 - N/A 142,100 FIXED 1000 - N/A 28,200 PEAKPOP&JOBS 1000 5821155 $ 0605 $ 66,982,600 1 15.04 Source: Collier County, DFPG, 2021 35 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT x Table 11: Brightshore Village General Funds Revenue at BUIIdoUt GFNFRAL FUND GROUPING Ad Valorem Taxes Licenses & Permits Inter -Governmental Revenues State Revenue Sharing - Growth Portion State Sales Tax Charges for Services Fines & Forfeitures Miscellaneous Revenues Interest/ Miscellaneous Indirect Service Charge Transfers from Constitutional Officers Reimburse from Other Departments T.+ol (',nnnrnl Gunrlc Anniial nnaratina Source: Collier County, DFPG, 2021 dix Table 12: Brightshore Village MSTU Revenue at Buildout Ad Valorem Taxes Licenses & Permits Charges for Services Fines & Forfeitures Miscellaneous Revenues Interest/ Miscellaneous Communication Services Tax Reimburse from Other Departments Total MSTU Annual Operating Revenues Source: Collier county, DFPG, 2021 3.5645 0.67 1.67 21.72 96.14 76.15 0.97 2.89 13.36 14.80 4.01 1.59 �uuaout 2,4311000 3,000 7,000 83,000 3701000 3141000 41000 21000 55, 000 61,000 20,000 8.000 CUMULATIVE AV $ 0.8069 $ 551,000 PERMPOP&JOBS $ 0.91 4,000 PERMPOP&JOBS $ 5.66 23,000 PERMPOP&JOBS $ 0.42 21000 PEAKPOP&JOBS $ 0.44 21000 PEAKPOP&JOBS $ 0.69 31000 PEAKPOP&JOBS $ 6.87 34,000 PEAKPOP&JOBS $ 0.05 - BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT dix Table 13: FT 2021 Collier 001 General Fund 002 Impact Fee Deferral Program 003 Emergency Relief 007 Economic Development 011 Clerk of Circuit Court 040 Sheriff 060 Property Appraiser 070 Tax Collector General Funds and MSTu Expenditure Budget Summaries $ 38,395,500 $ 39,950,200 $ 137,800 $ 4,551,000 $ 7,578,600 $ 4,753,000 $ 249,143,000 $100,714,400 $ 56,798,900 43,000 100,000 135,200 112,200 846,800 8,000 126,200 85,000 11839,800 81949,200 2,320,600 506j800 167,666,900 32,528,700 6,427,100 6,8101200 1,9181700 35,000 12,676,500 21804,300 81832,400 001 General Fund $ 502,022,400 002 Impact Fee Deferral Program 43,000 003 Emergency Relief 235,200 007 Economic Development 31018,000 011 Clerk of Circuit Court 11,776,600 040 Sheriff 206,622,700 060 Property Appraiser 81763,900 070 Tax Collector 6,3491800 30,663,000 $ 90,613,100 100,000 967,000 11,776,600 206,622,700 8,763,900 24,313,200 111 Unincorporated Area General Fund $ 64,066,600 $ 32,342,900 Source: Collier County, DPFG, 2021 37 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 14: FY 2021 Collier County Expenditure Budget Summaries Fund # General Fund Description Total Budget 001 General Fund 002 Utility Impact Fee Deferral Program 003 Emergency Disaster 007 Economic Development 011 Clerk of Circuit Court 040 Sheriff 060 Property Appraiser 070 Tax Collector 080 Supervisor of Elections Total General Fund Groupin $ 502,022,400 43,000 2351200 31 0181 000 111776,600 2061622,700 81763,900 301663,000 41168,500 767,313,300 Fund Type Operating Budget General Fund Groupings $ 347,325,000 Special Revenue Funds Trust and Agency Funds Transfers and Reserves 159,350,800 47,627,900 89,620,700 51,000 170,098,000 Total Operating Services, Excluding Public Utilities $ 814,073,400 Division/Agency Operating Budget Board of County Commissioners $ 19,208,800 Constitutional Officers 272,540,200 Administrative Services Growth Public Utilities -Facilities Management Total Operating Services, Excluding Public Utilities Public Utilities Total Operating Bud Source: Collier County, DPFG, 2021 2101306,700 5,640,300 63,876,200 113,268,000 171368,500 $ 8141073,400 285,, 557800 $ 11099,631,200 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 15: FY 2021 Collier County Appropriations by Program Budget Summaries Trust and General Funds Special Revenue Capital Funds Enterprise Internal Service Agency Funds Transfers and Division Grouping Total Funds Total Total Funds Total Funds Total Total Reserves Total Board of County Commissioners $ 11350,800 $ - $ - $ - $ - $ - $ - $ 11350,800 County Attorney 2,823,800 193,000 3,016,800 Board of County Commissioners - OtherAdmin. 11,2601300 3,580,900 141841,200 Property Appraiser 80972,000 8,972,000 Supervisor of Elections 41260,500 41260,500 Clerk of Courts 12,390,500 121390,500 Sheriff 210,553,600 3,395,400 2,0571600 216,006,600 Tax Collector 24,S601800 61349,800 301910,600 Administrative Services 804,900 - - - - - - 804,900 Dori Slosberg Driver Education 141,800 111,600 253,400 Fleet Management 9,5750700 1,03%900 10,6151600 Motor Pool Capital Recovery Program - 31610,300 31481,200 16,202,200 231293,700 Human Resources 2,4570400 - - - - - - 2/4570400 Information Technology - 1,619,100 - - 13,643,200 - 3182%900 1%0921200 Procurement Services 21324,000 - - - - - - 20324,000 Risk Management 621920,600 43,7020300 106,622,900 Communications & Customer Relations Division - 10440,300 - - - - - 1,4400300 Administrative Services Grants Bureau of Emergency Services 31899,500 75,000 - - - - 135#200 4,1091700 Emergency Medical Services EMS - - - 321871,600 - - 31991,000 36,8621600 Fire Districts 21107,900 322,100 21430,000 Growth Management Administration 141144,000 141144,000 Planning 3,749,100 31749,100 - - - - - " Regulation 28,862,000 21129,400 30,991,400 Maintenance 211217,400 - 21,217,400 Improvement Districts and MSTU 21191,800 428,900 2,6201700 Operations 90859,400 422,400 10,281,800 Project Management 61344,500 1210500 61466,000 Airport 41305,400 11502,100 5,807,500 Reserves and Transfers 161586,800 16,586:800 Court Administration - 31164,000 214,000 31378,000 Circuit & County Court Judges 67,300 67,300 Public Defender 308,900 - - - - - - 308,900 State Attorney 420,200 420,200 Guardian Ad Utem Program 41600 4,600 Court Related Technology 11317,000 144o300 11461,300 County Manager Operations 1,427,100 1,4271100 Corporate Compliance and Internal Review 564,900 564,900 Office of Management & Budget 1,397,S00 10336#900 395,200 3,1290600 Tourist Development Council %6971600 3,945,600 13,643,200 Amateur Sports Complex 51743,500 340,700 61084,200 Pelican Bay Services 51265,600 4,024,200 9,289,800 Corporate Business Operations 674,100 - - - - - - 674,100 Business and Economic Development 2;116,400 41170,600 61287,000 Economic Development and Innovation Zones - 1111000 3,2051200 30316,200 Bayshore CRA 41495,000 11,466#800 15,9611800 Immokalee CRA - 11237,400 - - - - 21260,900 3,498,300 Public Services Administration 30%900 300,900 Operations and Veteran Services 11516,900 - 1,516,900 Domestic Animal Services 30530,500 169,600 453,900 4,154,000 Community and Human Services 81115,100 11101#000 11238,900 10,455,000 Library 81142,800 206,300 53,800 81402,900 Museum 2,2931800 40,900 21334,700 Parks & Recreation 131509,400 161748,500 510000 361417,800 66,726,700 University Extension Service 821,100 360900 29,400 887,400 Public Health 11858,400 1,8580400 Public Transit and Neighborhood Enhancement 304,400 6,8400600 401,400 71546,400 Improvement Districts and MSTU - 7,474,000 1,6101700 %084,700 Facilities Management 16,586,400 31,100 751,000 17,36%500 Total $ 347,325,000 $ 159,350,800 $ - $ 47,627,900 $ 89,620,700 $ 51,000 $ 170,098,000 $ 814,073,400 Source: Collier County, DPFG, 2021 General Funds Grouping Total Less Remittances $ 1,3500800 2,823,800 4,510,000 8,972,000 4,260,500 12,390,500 210,553,600 24,56%800 804,900 2,457,400 2,324,000 3,874,900 67,300 308,900 420,200 4,600 1,427,100 564,900 1,397,500 674,100 1,312,700 300,900 1,516,900 3,530,500 8,115,100 8,142,800 13,509,400 821,100 1,858,400 304,400 16,586,400 $ 339,746,400 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT endix Table lb' tEY 2021 Collier County General Funds Expenditure Demand Units $ Per Department Budget Demand Base Multiplier Base Demand Demand Board of County Commissioners $ 1,350,800 FIXED 1.00 - N/A County Attorney Board of County Commissioners - Other Admin. 2,823,800 4,510,000 PEAKPOP&JOBS PERMPOP 0050 0.50 648,750 395,249 $ 2.18 $ 5.71 Property Appraiser Supervisor of Elections Clerk of Courts 81972,000 41260,500 12,390,500 PEAKPOP&JOBS PERMPOP PEAKPOP&JOBS 0.50 0.50 0.50 648,750 395,249 648,750 $ 6.91 $ 5.39 $ 9.55 Sheriff 210,553,600 PEAKPOPTOUR&JOBS 1200 656,176 $ 320.88 Tax Collector 24,560,800 PEAKPOP&JOBS 0.50 648,750 $ 18.93 Administrative Services 804,900 PEAKPOP&JOBS 0.50 648,750 $ 0.62 Human Resources 2,457,400 PEAKPOP&JOBS 0.50 648,750 $ 1.89 Procurement Services 21324,000 PEAKPOP&JOBS 0.50 648,750 $ 1.79 Bureau of Emergency Services 31874,900 PEAKPOPTOUR&JOBS 1.00 656,176 $ 5.91 Circuit & County Court Judges 67,300 PEAKPOP 1.00 474,299 $ 0.14 Public Defender 308,900 PERMPOP 1.00 395,249 $ 0.78 State Attorney Guardian Ad Litem Program 420,200 41600 PERMPOP PERMPOP 1.00 1900 395,249 395,249 $ 1.06 $ 0.01 County Manager Operations Corporate Compliance and Internal Review Office of Management & Budget Corporate Business Operations Business and Economic Development 11427,100 564,900 11397,500 674,100 11312,700 PEAKPOP&JOBS FIXED PEAKPOP&JOBS FIXED FIXED 0.50 1.00 0.50 1.00 1.00 648,750 - 648,750 - - $ 1.10 N/A $ 1908 N/A N/A Public Services Administration 300,900 PERMPOP 0.50 395,249 $ 0.38 Operations and Veteran Services Domestic Animal Services 11516,900 31530,500 FIXED PERMPOP 1.00 1.00 - 395,249 N/A $ 8.93 Community and Human Services Library Parks & Recreation 81115,100 81142,800 13,509,400 PERMPOP PEAKPOP PEAKPOP 0.50 1.00 1.00 395,249 474,299 474,299 $ 10.27 $ 17.17 $ 28.48 University Extension Service Public Health 821,100 11858,400 FIXED PERMPOP 1.00 0.20 - 395,249 N/A $ 0.94 Public Transit and Neighborhood Enhancement 304,400 PERMPOP 0.50 395,249 $ 0.39 Facilities Management General Funds Grouping Totals Less Remittances Remittances 16,586,400 $ 339,746,400 71578,600 PEAKPOP&JOBS FIXED 0.50 1.00 648,750 - $ 12.78 N/A General Funds Grouping Totals Plus Remittances $ 347,325,000 Transfer to 101 Transp Op Fund 21,077,900 PEAKPOP&JOBS 1.00 648,750 $ 32.49 Transfer to 103 Stormwater Utility 21636,700 FIXED 1.00 - N/A Transfer to 111 Unincorp Gen Fd 958,200 FIXED 1.00 - N/A Transfer to 298 Sp Ob Bond Transfer to 299 Debt Service Fund 21861,400 789,000 FIXED FIXED 1.00 1.00 - - N/A N/A Transfer to 301 Capital Projects Transfer to 306 Parks Ad Valorem Cap Fund 19,458,000 31350,000 FIXED FIXED 1.00 1900 - - N/A N/A Transfer to 310 Growth Mgt Transportation Cap 81817,300 PEAKPOP&JOBS 1.00 648,750 $ 13.59 Transfer to 325 Stormwater Cap Fund 41868,800 FIXED 1.00 - N/A Transfet to 425/426 CAT Mass Transit 21235,100 PEAKPOP 1.00 474,299 $ 4.71 Transfer to 427/429 Transp Disadvantaged 31390,900 PERMPOP 1.00 395,249 $ 8.58 Transfer to 490 EMS Fund 18,018,600 PEAKPOPTOUR&JOBS 1.00 656,176 $ 27.46 Transfer to 523 Motor Pool Capital 85,000 FIXED 1.00 - N/A Transfer to 652 Legal Aid Transfer to 681 Court Services 151,000 21258,000 FIXED FIXED 1900 1.00 - - N/A N/A Transfers to General Fund (001) 169,200 FIXED 1.00 - N/A Other Transfers 91758,500 FIXED 1.00 - N/A Advance/Repayments Restricted for Unfunded Requests 41753,000 11839,800 FIXED FIXED 1.00 1.00 - - N/A N/A Transfers to Constitutional Officers 249,143,000 FIXED 1.00 - N/A Reserves 57,019,100 FIXED 1.00 - N/A Distributions in Excess of Fees to Govt Agencies 61349,800 PERMPOP 1.00 395,249 $ 16.07 Total $ 767,313,300 1.00 $ 566.17we Source: Collier County, DPFG, 2021 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 17: FY 2021 Collier County MSTU Expendliture Demand Units $ Per rlannrtmPnt Rurleet Demand Base Multiplier Base Demand Demand Board of County Commissioners - Other Admin. 1,520,300 PERMPOP 0.50 352,190 Communications & Customer Relations Division 1,440,300 PEAKPOP&JOBS 0.50 582,155 $ 2.47 Growth Management Administration 566,100 PEAKPOP&JOBS 1.00 582,155 $ 0.97 Planning 1,825,800 PEAKPOP&JOBS 1.00 582,155 $ 3.14 Regulation Maintenance 5,387,200 41664,400 PEAKPOP&JOBS PEAKPOP&JOBS 1.00 1.00 582,155 5820155 $ 9.25 $ 8.01 Bureau of Emergency Services 75,000 PEAKPOP&JOBS 1200 582,155 $ 0.13 Pelican Bay Services Immokalee CRA 150,000 217,900 FIXED FIXED 1.00 1.00 - - N/A N/A Community and Human Services Parks & Recreation 116,500 13,466,700 PERMPOP PEAKPOP 0.50 1.00 352,190 426,709 $ 0.33 $ 31.56 Transfer to 306 Parks Capital Fund 21950,000 PEAKPOP 1.00 426,709 $ 6.91 Transfer to 310 Growth Mgt Cap 31000,000 PEAKPOP&JOBS 1.00 5821155 $ 5.15 Transfer to 325 Stormwater Cap Fund 31125,200 FIXED 1900 - N/A Improvement Districts and MSTU Indirect Cost Reimbursement 352,100 21060,600 FIXED PEAKPOP&JOBS 1.00 1.00 - 582,155 N/A $ 3.54 Remittances 500,000 FIXED 1.00 - N/A Transfers 19,953,000 FIXED 1.00 - N/A Advances - FIXED 1.00 - N/A Reserves 21695,500 FIXED 1000 - N/A Total $ 64,066,600 1.00 $ 7539 Source: Collier County, DPFG, 2021 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 18: Brightshore Village General Funds Expenditures at Buildout GENERAL FUND GROUPING $ Per EXPENDITURES Demand Base Demand At Buildout Board of County Commissioners - Other Admin. PERMPOP $ 5.71 $ 22,000 County Attorney PEAKPOP&JOBS 2.18 111000 Property Appraiser PEAKPOP&JOBS 6.91 341000 Supervisor of Elections PERMPOP 5.39 21,000 Clerk of Courts PEAKPOP&JOBS 9.55 47,000 Sheriff PEAKPOPTOUR&JOBS 320.88 11570,000 Tax Collector PEAKPOP&JOBS 18.93 93,000 Administrative Services PEAKPOP&JOBS 0.62 3,000 Human Resources PEAKPOP&JOBS 1989 91000 Procurement Services PEAKPOP&JOBS 1.79 91000 Bureau of Emergency Services PEAKPOPTOUR&JOBS 5.91 29,000 Circuit & County Court Judges PEAKPOP 0.14 11000 Public Defender PERMPOP 0.78 31000 State Attorney PERMPOP 1.06 41000 Guardian Ad Litem Program PERMPOP 0.01 - County Manager Operations PEAKPOP&JOBS 1.10 51000 Office of Management & Budget PEAKPOP&JOBS 1.08 51000 Public Services Administration PERMPOP 0.38 11000 Domestic Animal Services PERMPOP 8.93 34,000 Community and Human Services PERMPOP 10.27 39,000 Library PEAKPOP 17.17 79,000 Parks & Recreation PEAKPOP 28.48 1311000 Public Health PERMPOP 0.94 41000 Public Transit and Neighborhood Enhancement PERMPOP 0.39 11000 Facilities Management PEAKPOP&JOBS 12.78 63,000 Transfer to 101 Transp Op Fund PEAKPOP&JOBS 32.49 159,000 Transfer to 310 Growth Mgt Transportation Cap PEAKPOP&JOBS 13.59 671000 Transfet to 425/426 CAT Mass Transit PEAKPOP 4.71 22,000 Transfer to 427/429 Transp Disadvantaged PERMPOP 8.58 33,000 Transfer to 490 EMS Fund PEAKPOPTOUR&JOBS 27.46 134,000 Distributions in Excess of Fees to Govt Agencies PERMPOP 16.07 621000 Total General Funds Annual Operating Expenditures $ 566.17 $ 21695,000 Source: Collier County, DPFG, 2021 42 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table He Brightshore Village MSTU Expenditures at Buildout MSTU GENERAL FUND $ Per EXPENDITURES Demand Base Demand At Buildout Board of County Commissioners - Other Admin. PERMPOP $ 4.32 $ 171000 Communications & Customer Relations Division PEAKPOP&JOBS $ 2.47 12,000 Growth Management Administration PEAKPOP&JOBS $ 0.97 51000 Planning PEAKPOP&JOBS $ 3.14 151000 Regulation PEAKPOP&JOBS $ 9.25 45,000 Maintenance PEAKPOP&JOBS $ 8201 39,000 Bureau of Emergency Services PEAKPOP&JOBS $ 0.13 11000 Community and Human Services PERMPOP $ 0.33 11000 Parks & Recreation PEAKPOP $ 31.56 146,000 Transfer to 306 Parks Capital Fund PEAKPOP $ 6.91 321000 Transfer to 310 Growth Mgt Cap PEAKPOP&JOBS $ 5.15 25,000 Indirect Cost Reimbursement PEAKPOP&JOBS $ 3.54 171000 Total MSTU Annual Operating Expenditures 75.79 $ 355,000 Source: Collier County, DPFG, 2021 43 BRIGHTSHORE VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 20: Collier County Impact Fee Schedule for Applicable Services Demand Regional Community Law Land Use Unit Roads Parks Parks Enforcement Jail EMS Attached Villa (Condo, Duplex, SF -Attached) Townhome (Multi -Family (Low -Rise, 1-2 Floors) Traditional Rental (MF Mid -Rise) Single Family Detached < 4,000 Sq Ft Living Office 6,001- 100,000 Sq Ft Retail 50,001- 100,000 Sq Ft Unit Unit Unit Unit Sq Ft Sq Ft $ 6,234.27 $ 1123124 $ 455.20 $ 296.56 $ 259.25 $ 67650 $ 6,471.24 $ 1,230.24 $ 455,20 $ 296456 $ 228691 $ 67.50 $ 5,174.00 $ 1,230.24 $ 455.20 $ 296.56 $ 228.91 $ 67.50 $ 7/870936 $ 21694*32 $ 93183 $ 586495 $ 499419 $ 142.07 $ 8*60500 N/A N/A $ 0.37157 $ 0.32820 $ 0,09340 $ 13477400 N/A N/A $ 0076499 $ 0967846 $ 0.19230 Demand Land Use Unit Schools Water Wastewater Attached Villa (Condo, Duplex, SF -Attached) Unit $ 21844J9 $ 3/382000 $ 31314*00 Townhome (Multi -Family (Low -Rise, 1-2 Floors) Unit $ 2,844.19 $ 3/382600 $ 31314*00 Traditional Rental (MF Mid -Rise) Unit $ 2,844.19 $ 3/382000 $ 3,314.00 Single Family Detached < 41000 Sq Ft Living Unit $ 81789,54 $ 3,382.00 $ 3,314.00 Office 6,001 - 100,000 Sq Ft Sq Ft N/A TBD TBD Retail 50,001 - 100,000 Sq Ft Sq Ft N/A TBD TBD Source: Collier County, DPFG, 2021 BRIGHTSHORE VILLAGE ECONOMIC ASSESSMENT dix Table 21: BrigniSnore Village Impact Fee Revenues for Applicable Services Attached Villa (Condo, Duplex, SF -Attached) 150 Unit $ 6,234.27 $ 1,230.24 $ 455.20 $ 296.56 $ 259.25 Townhome (Multi -Family (Low -Rise, 1-2 Floors) 100 Unit $ 61471.24 $ 11230a24 $ 455,20 $ 296,56 $ 228.91 Traditional Rental (MF Mid -Rise) 250 Unit $ 51174.00 $ 1/230624 $ 455,20 $ 296.56 $ 228.91 SFD 40' 600 Unit $ 71870,36 $ 21694.32 $ 933.83 $ 586,95 $ 499.19 SFD 50' 600 Unit $ 71870,36 $ 21694,32 $ 933.83 $ 586.95 $ 499.19 SFD 60' 300 Unit $ 7,870.36 $ 21694.32 $ 933.83 $ 586.95 $ 499.19 Office 6,001 - 100,000 Sq Ft 21,000 Sq Ft $ 8,60500 N/A N/A $ 0,37157 $ 0,32820 Retail 50,001- 100,000 Sq Ft 85,000 Sq Ft $ 13.77400 N/A N/A $ 0.76499 $ 0067846 Attached Villa (Condo, Duplex, SF -Attached) Townhome (Multi -Family (Low -Rise, 1-2 Floors) Traditional Rental (MF Mid -Rise) SFD 40' SFD 50' SFD 60' Office 6,001 - 100,000 Sq Ft Retail 50,001 - 100,000 Sq Ft Tota I Source: Collier County, DPFG, 2021 $ 67,50 $ 2,844.19 $ 31382,00 $ 31314.00 $ 67,50 $ 2,844.19 $ 3,382.00 $ 3/314400 $ 67,50 $ 21844.19 $ 3,382.00 $ 31314.00 $ 142.07 $ 81789,54 $ 31382.00 $ 31314.00 $ 142.07 $ 81789,54 $ 3,382.00 $ 31314.00 $ 142.07 $ 81789.54 $ 3/382400 $ 31314.00 $ 0.09340 N/A TBD TBD $ 0.19230 N/A TBD TBD 150 Unit $ 935,000 $ 185,000 $ 68,000 $ 44,000 � 3y,uuu � w,uuu a 4Li,uuu � ��i,wv .� +�,��� 100 Unit 647,000 123,000 46,000 30,000 23,000 7,000 284,000 338,000 331,000 250 Unit 11294,000 308,000 114,000 74,000 57,000 17,000 711,000 846,000 829,000 600 Unit 41722,000 11617,000 5601000 352,000 300,000 85,000 51274,000 21029,000 1,9881000 600 Unit 41722,000 11617,000 560,000 352,000 300,000 85,000 51274,000 2,02%000 11988,000 300 Unit 21361,000 808,000 280,000 176,000 150,000 43,000 21637,000 11015,000 994,000 21,000 Sq Ft 181,000 N/A N/A 81000 71000 21000 N/A TBD TBD 45 BRIGHTSHORE VILLAGE ECONOMIC ASSESSMENT Appendix Table 22: Collier County School District Base Assumptions STUDENT GENERATION RATES - 2015 IMPACT FEE UPDATE 0.34 0.11 Single Family Multi Family and Single Family Attached Mobile Home FY 2021 SCHOOL FTE ENROLLMENT 18,270 Elementary Alternate Schools Charter Schools To Balance to Budgeted FTE Total SCHOOL ENROLLMENT 2015 IMPACT FEE UDPATE 49% Elementary Middle High Total 23% 28% 100% FY 2021 MILEAGE RATES 2.768 Required 0.748 3.516 1.500 5.016 2.768 2.248 Total 5.016 Local Effort D A iscretionary ddiitional Millage Total General Fund Millage Capital Improvement Millage Total Millage Required by State Law Discretionary Local Total Millage Source: Collier County School District, DPFG 2021 Required Total BRIGHTSHORE VILLAGE ECONOMIC ASSESSMENT GENERAL LIMITING CONDITIONS Every reasonable effort has been made to ensure that the data contained in this report are accurate as of the date of this study; however, factors exist that are outside the control of DPFG and that may affect the estimates and/or projections noted herein. This study is based on estimates, assumptions and other information developed by DPFG from its independent research effort, general knowledge of the industry, and information provided by and consultations with the client and the client's representatives. No responsibility is assumed for inaccuracies in reporting by the client, the client's agent and representatives, or any other data source used in preparing or presenting this study. This report is based on information that was current as of September 2021 (except for the sections identified as being updated December 13, 2021, February 25, 2022, March 28, 2022, June 28, 2022, and August 26, 2022), and DPFG has not undertaken any update of its research effort since such date. Because future events and circumstances, many of which are not known as of the date of this study, may affect the estimates contained therein, no warranty or representation is made by DPFG that any of the projected values or results contained in this study will actually be achieved. Possession of this study does not carry with it the right of publication thereof or to use the name of DPFG in any manner without first obtaining the prior written consent of DPFG. No abstracting, excerpting or summarization of this study may be made without first obtaining the prior written consent of DPFG. This report is not to be used in conjunction with any public or private offering of securities, debt, equity, or other similar purpose where it may be relied upon to any degree by any person other than the client, nor is any third party entitled to rely upon this report, without first obtaining the prior written consent of DPFG. This study may not be used for purposes other than that for which it is prepared or for which prior written consent has first been obtained from DPFG. Any changes made to the study, or any use of the study not specifically prescribed under agreement between the parties or otherwise expressly approved by DPFG, shall be at the sole risk of the party making such changes or adopting such use. This study is qualified in its entirety by, and should be considered in light of, these limitations, conditions and considerations. 47 MARI�:ET STUDY .. i_for arleAIM .�. I!};tints ' - .. Ala yyZ � n I •,4 'San Car c r -r. r-_�fib 0 4 04 Pao AMA kl On4EIn stero (stand -- w `�~ w ,4 N EsteroBa, are"-•� I�r"I ♦' Aquatic -• OP' 1:r�►►* -•► Preserve • !a- Crew Wildlife and Audubo Environmental _ Corkscrew Swamp � K Area Sanctuary -ONLINE 'ik at�►- w to G Bonita Spring S ♦ Ave MaP a, Bo a Sp g CREW Flint `.. , Pen Strand .Bird Rookery '.:� ' �..' .t . P r �r Swamp v i Ir TA k of r 1 JFIt to A qq 713 -.1 _ . Oft Aft irk Florida AMP :. Panther gri�htsha Project Value Brightshore Overview Location -Analysis Economic &Demographic Overview Residential Traditional and Horizontal Rental Product Comm ercial Appendix Market 25 40 Z Zonda Brightshore — Barron Collier Background/Objectives, Key Contacts Limiting Conditions Conditions BACKGROUND &OBJECTIVES KEY CONTACTS Barron Collier ("Client") is in the process of submng a Stewardship The following key team members participated on this analysis: Receiving Area ("SRA") application under the Rural Lands Stewardship Area program in Collier County, The Subject is a +/-820-acre property located at Tim Sullivan, Senior Managing Principal, oversees our Advisory the northeast corner of Immokalee Rd and Redhawk Lane in Naples. practice. With over 38 years of experience, Mr. Sullivan is an expert in Proposed plans call for 2,000 residential units (1,500 single-family detached residential and mixed use feasibility studies, strategic planning and and 500 multifamily), 20,000 square feet of Civic/Govt space and product development, and regularly conducts market analyses around approximately 106,000 square feet of commercial. The goal is to provide a the United States and internationally. residential and commercial market study for the Subject which will be submitted with the MPUD application to Collier County. Key elements to Kristine Smale, Senior Vice President, managed the assignment. Ms. define and address in this research: Smale has 16 years of experience in real estate strategy and market analysis. She has worked for two public home builders and performed • Site/Location/Economic/Demographic Analysis (Brief) market and financial analyses on residential and commercial projects • For sale absorption competition, pricing, and absorption by product throughout the U.S., including apartments, single-family built to rent, • Residential demand analysis retail, industrial and office buildings. • Apartment competitive survey Nicole Ernst, Senior Manager, has over 25 years of strategic market • Calculate total value of for sale, rental, and commercial components research experience in both the residential and commercial real estate arenas. Nicole's feasibility expertise includes extensive work for large - Note: This report was completed during the ongoingscale master -planned amenity -rich communities in Florida and the cglobal health crisis created by the COVID-19 (coronavirus) outbreak, the duration and Southern region of the U.S. Nicole also brings more than 10 years of consequences of which are still largely unknown. Our research and commercial real estate valuation with a concentration in tactical value - conclusions are based upon the best information available to us at the time add, exit/disposition strategies for investment grade assets. of publication. Additional support was provided as needed. LIMITING CONDITIONS Client is responsible for representations about the development plans, marketing expectations and for disclosure of any significant information that might affect the ultimate realization of the projected results. There will usually be differences between projected and actual results because events and circumstances frequently do not occur as expected, and the difference may be material. We have no responsibility to update our report for events and circumstances occurring after the date of our report. Payment of any and all of our fees and expenses is not in any way contingent upon any factor other than our providing services related to this report. 3 Z Zonda Brightshore — Barron Collier '/. Zonda Brightshore —Barron Collier Project Value RESIDENTIAL PRODUCT Total Estimated Value Product Unit Count Home Value SFD 40' 600 $360,000 SFD 50' 600 $445,000 SFD 60' 300 $500,000 Attached Villa 150 $300,000 Townhomes 100 $265,000 Total 1,750 $402,571 COMMERCIAL PRODUCT Total Estimated Value Product Office Reta i Total Project Value $216,000,000 $267,000,000 $150,000,000 $45,000,000 $26,500,000 $704,500,000 Sq. Ft. Value Product 21,200 $5,300,000 Office 84,800 $25,440,000 Retail 106,000 $30,740,000 Total � � � � � � � � � � � w � � � � � � � � � � � � � � v � s s � � � � � � � � � � � � � ® ® v a Product Traditional Total Unit Count 250 250 $/Door $244,825 $244,825 Total 2,000 $765,706,250 Sq. Ft. 21,200 84, 800 106,000 Project Value $61,206,250 $61,206,250 �------------------I � .,� I I ' I Value '� Total $796,446,250 I $5,653,333 I I I $39,573,333 ��� � � � � � � I �� � � I $45,226,667 I I I Total $810,932,917 I _I �r V, Zonda Brightshore — Barron Collier • '/. Zondcl Brightshore — Barron Collier Brightshore Overview Brightshore is a +/- 820-acre property located at the northeast corner of Immokalee Road and Redhawk Lane in Naples, Florida (Collier County). Proposed plans for the Subject include 2,000 residential units, 20,000 square feet of Civic/Government/Institutional space and approximately 106,000 square feet of commercial space. The Subject is currently designated DOR Code 52, which is cropland soil capacity Class II. Barron Collier Companies is seeking a Collier County Comprehensive Plan change to develop the Subject into a master planned community. �yMNlh. Source: Barron Collier, Google Maps SFD 40' Lots 600 40% SFD 50' Lots 600 40% SFD 60' Lots 300 20% 1,500 100% Townhomes 100 Traditional 250 Attached SF /Villa 150 500 20% 50% 30% 100% Zo ZOnda Brightshore — Barron Collier Location X Zonda Brightshore — Barron Collier Median Household Income by Census block Group Location Analysis Median household income within the Subject census block group is $118,914, which is higher than the $72,000 median for the Naples VISA. The Naples MSA is synonymous with Collier County. Higher income households are concentrated along the Gulf coast. 9 Source: ESRI 'Z. Zondcl Brightshore — Barron Collier Median Home Values by Census Block Group Location Analysis Median home values in the Naples area are highest along the Gulf coast. Existing homes in the Subject's Census Block are a mix of large acreage estates and established neighborhoods. Brightshor Village $475,106 r $258,693 C$758,249 j $300,206 $345,181 ti S -- Hy �y A I =�km 2020 Nleoian Hornz'vekJe S'i,2011181 to S11733rc7 i 3571,005 to S1;201r180 S419,836 to S67 066L S231,702 to S419,835 S4 to �2.s'1,70' Zo Source: ESRI 1 �r ONLINE.' • 1 d s Seed to Table 41 W i . E - tt • Y a -- • i Corkscrew MS i Bay luti}Naples HIS Ridge H trythe At 00 f � Sales and • 01 -,• • • Y. n�ion Center ems. 4mm6kalee Rld C E CORKSCREW t • Et �_ Immokalee Rd ty t s�- n �1Y.SIN0 HOTEL , � Q i►; !t 11 111 1 S 't� '/. Loncia Brightshore — Barron Collier 12 X Zondcl Brightshore — Barron Collier Collier County Population Growth & Housing Demand Economic & Demographic Overview Over the last ten years, Collier County's population increased by approximately 20.576, or by 65,930 residents.�'> Collier County Growth Management forecasts that strong growth will continue over the next 15 years, averaging 1.47% annually. According to County projections, this will lead to an additional 84,196 residents. Based on Collier County's measure of persons per household(2) of 2.47 people per household, this equates to demand for an additional 34,087 residential units. This does not account for the percentage of residences that are seasonal or vacation, which according to County records accounts for 22.6%(2) of housing stock in Collier County. Combined, total demand for residential units in Collier County through 2035 equates to 41,791 units, or 2,786 annual residential units. Approximately 72.2% of occupied units in Collier County are owner -occupied, with the remaining 27.8% renter -occupied. Collier County Population Growth Forecasts 500,000 450,000 400,000 350,000 300,000 250,000 200,000 150,000 100,000 50,000 0 (1J Florida Bureau of Economic and Business Research (2J The 2016 Collier County Economic, Demographic, and Community Profile 1.80% 1.60% 1.40% Collier Countt� Housing Demand Population Increase (2021 - 2035) Additional Housing Units Required 84,196 34,087 Plus: For Seasonal, Vacation, or Recreational Use 7,704 Total Housing Units Needed (2021 - 2035) 41,791 1.00% Annual Housing Unit Demand 2,786 0.80% 0.60% Owner -Occupied Demand(2) 23012 0.40% Rental -Occupied Demand(2) 775 0.20 0.00% 13 Vo Zonda Brightshore — Barron Collier it;ft NILP LAM 111IMM 'Z. Zonda Brightshore — Barron Collier Northeast Collier Submarket Pricing & Absorption Brightshore is in the Northeast Collier County submarket as defined by Zonda. To determine appropriate market values for each proposed product series at the Subject, Zonda analyzed new home closings that occurred during the past 12 months in Northeast Collier County. r Milli C San Carlos Park Estero Lee ; Lee South S HE BROOKS S_ Bonita 'r Springs ny Collier 1 CaiGer NVV Naples Park Pelican Bay Vineyards N th Naples Golden Gate I t, Collier ! Collier Central u i4JI gator Alley lk _-- _ Naples ±tR10GF Immokalee Collier ; CoN+er Ni= i x _ so I 33928 rot moomm,,111 IN MEMO' ••,Y� _...• .� k;AN 0 e "� r _" !'• kbwi lb • , r - ,.-- z �" b. - 34135 t. -w It : �, ...,,� >- -, 34134 ,+ }� --- ram._ ,.s 34120 6� �• tttttt * I .r ' -- y 3�l 1 �l2 ,a . °� - IF wat tp wopm— I VA VP tj ..__..__3�i0.7--'1-----=Ti,�D w� �- . ..: - , WIS..l d �"to !� . .,.. , +`+,, , �'�,f' Not- NIP34119 _ It. '11O='.,, ,pry - :' 34 .. ,t.y N •- +f tk IL VIP t 3410 5 r� � � 34117 (34103. 34116; - t"- X,, Zondcl Brightshore — Barron Collier Target Pricing and Estimated Absorption Pricing & Absorption The estimated closing prices for each product line at the Subject are based upon new home closings for similar lot sizes over the last 12 months. See Appendix A for detailed transaction information. Estimated Est. Subject Property Size Closing Closing Product Details Mix (SF) Price $/SF SFD 40' LOTS BUILDER BRIGHTSHORE VILLAGE I NAPLES Product: Single Family 600 27100 $360,000 $171 Configuration: Detached Lot Dimension: 40x120 Total Units: 600 SFD 50' LOTS BUILDER BRIGHTSHORE VILLAGE I NAPLES Product: Single Family 600 27440 $445,000 $182 Configuration: Detached Lot Dimension: 50x120 Total Units: 600 ® SFD 60' LOTS ( BUILDER BRIGHTSHORE VILLAGE NAPLES Product: Single Family 300 21800 $500,000 $179 Configuration: Detached Lot Dimension: 60x120 Total Units: 300 13 ATTACHED VILLA BUILDER BRIGHTSHORE VILLAGE NAPLES Product: Attached 150 11600 $300,000 $188 Configuration: Attached Lot Dimension: 30x120 Total Units: 150 ® TOWNHOM ES BUILDER BRIGHSTHORE VILLAGE NAPLES Product: Tow nhomes 100 11700 $275,000 $162 Configuration: Attached Lot Dimension: 22x90 Total Units: 100 SFD 40' Lots 600 $3605000 $21650005000 SFD 50' Lots 600 $4455000 SFD 60' Lots 300 $5005000 Townhomes 100 $265,000 Attached Villa 150 $300,000 1,750 $402,571 $267,0009000 $150,0005000 $26,500,000 $45,000,000 $704,500,000 17 V,, Zonda Brightshore — Barron Collier '/. Zoncia Brightshore — Barron Collier Subject Proposed Rental Product Allocation Rental Products PROPOSED PRODUCT: The Subject's proposed product includes a total of 250 rental units. The 250 rental units will be traditional Class A multifamily product that is typical of new development within the Naples MSAa DERIVED VALUATION SCENARIOS: Analysis herein will provide an overall estimated value range for the Subject's proposed rental units based on two value scenarios: • Minimum, Maximum, and Benchmark Value Per Door • Minimum, Maximum, and Benchmark Value Per Square Foot 19 Source: Client Xv Zoncia Brightshore — Barron Collier Collier County Population Growth & Housing Demand Economic & Demographic Overview Of the additional 41,971 residential units projected to be required in Collier County over the next 15 years to keep pace with population increases, approximately 27.8% will be renter -occupied based on historical data (2). This percentage equates to a new demand of 11,618 units from 2021 to 2035, or 775 annually. The Subject's proposed development plans call for 350 rental units, which is only 3.01% of the projected new demand in the County from 2021 to 2035. There are currently four new Class A apartment projects under construction in Collier County delivering in 2021 and 2022 totaling 1,320 new units. Collier County added more than 3,600 Class A apartment units (complexes of 100 units and greater) since 2015. These complexes currently report an average vacancy of only 3.60%. Details of projects are on the next page. 500,000 450,000 400,000 350,000 300,000 250,000 200,000 150,000 100,000 50,000 Collier County Population Growth Forecasts .LOBO `LO�y .LO,L'L .lO.y'3 �O,LO� �O.L� 'LOBO �0�1 ti ti ti ti ti ti ti ti (1) Florida Bureau of Economic and Business Research (2) The 2016 Collier County Economic, Demographic, and Community Profile Collier County Housing Demand Population Increase (2021- 2035) 845196 1.80% Additional Housing Units Required 345087 1.60% Plus: For Seasonal, Vacation, or Recreational Use 75704 1.40 1.20% Total Housing Units Needed (2021 - 2035) 415791 1.00% Annual Housing Unit Demand 2,786 0.80% 0.60% Owner -Occupied Demand(2) 25012 0.40% Rental -Occupied Demand(2) 775 0.00% 20 Vo Zonda Brightshore — Barron Collier Class A Area Apartments Rental Products Newer, Class A apartment complexes in Collier County provide a basis for overall project size, average unit size, market rent, and average occupancy. The projects listed below are Class A, 100 units and greater, built 2010 and later, all of Collier County. Aster at Lely 8120 Acacia St Naples 3 2015 Addison Place 8633Addison Place Cir Naples 4 2018 Inspira 7425 Inspira Cir Naples 3 2018 Milano Lakes 3713 Milano Lakes Cir Naples 3 2018 Springs at Hammock Cove 4360 Petal Dr Naples 2 2019 Sandalwood Village 3511Vanderbilt Beach Rd Naples 4 2015 Legacy Naples 7557 Campania Way Naples 4 2019 Eleven Eleven Central 1111 Central Ave Naples 5 2020 The Crest at Naples 11500Tamiami Trl Naples 2 2021 Magnolia Square 5926 Premier Way Naples 4 2021 Sierra Grande at Naples 6975 Sierra Club Dr Naples 4 2013 Lago 10200 Sweetgrass Cir Naples 3 2020 Orchid Run 10991 Lost Lake Dr Naples 4 2015 308 311, 878 11 070 $11 942 2.80 294 310,000 11030 $1, 857 0.00 % 304 3041000 11058 $2, 085 1.60 % 296 345,000 11190 $2, 076 2.30% 340 340,000 926 $1,806 5.40% 163 163,824 11036 $2,685 9.30% 304 n/a 1,172 $2,309 1.64% 210 210,000 n/a n/a 0.00% 200 200,000 918 $1, 794 5.50 % 290 300,000 11216 $2,166 4.48 % 300 282,452 11160 $2,107 3.33% 320 320,000 11054 $2, 349 7.19 % 282 3071011 1,039 $2,360 3.20% 3,611 %394,165 1,072 $2,128 3.60% Ave rage s A selection of known under construction projects are also included for overall inventory purposes, though details of pricing and plans are largely currently unavailable. Altura 16210Allura Cir Naples 3 Apr-22 300 300,000 Edge 75 by Watermark 120 Bedzel Cir Naples 4 Jul-21 320 3581440 The Haldeman 90201mmokalee Rd Naples 5 Jan. 2022 400 320,000 Unknown 3300-3384Tamiami Trl E Naples 4 Sept. 2022 300 300,000 11320 11278,440 No Plans or Prices Yet $2It No Plans or Prices Yet No Plans or Prices Yet .06% 9 21 Source: Costar, Collier County Community Development X Loncicl Brightshore — Barron Collier Area Class A &B Apartment Sales Basis for valuation Rental Products Sales of Class A & B apartment complexes in Collier County provide a basis for per door and per square foot valuation scenarios. The broader macro market of Collier county was surveyed for sales of newer built, Class A & B apartment complexes sold from 2015 to present. These sales were analyzed by a respective sold price per door (unit) and sold price per square foot. Addison Place Milano Lakes Sierra Grande at Naples Inspira Tuscan Isle Orchid Run The Point at Naples Aster at Lely 8633 Addison Place Cir 3713 Milano Lakes Cir 6975 Sierra Club Dr 7425 Inspira Cir 8650 Weir Dr 10991 Lost Lake Dr 2155 Great Blue Dr 8120 Acacia St *Note: Some total project square footages are estimated Collier Collier Collier Collier Collier Collier Collier Collier Naples Naples Naples Naples Naples Naples Naples Naples 4 Existing 2018 Ly4 3"lu,uuu 1/.Lb LULL reo-L1 �a�,uvv,uvu �u�r �L07, 11V 3 Existing 2018 296 345,000 23.65 2021 Jun-21 $80,500,000 $233 $271,959 4 Existing 2013 300 282,452 18.25 2021 Jan-21 $44,300,000 $157 $147,667 3 Existing 2018 304 304,000 15.05 2020 Dec-20 $82,250,000 $271 $270,559 3 Existing 2004 (Re n. 2020) 298 338,577 5.65 2018 0ct-18 $99,625,000 $294 $334,312 4 Existing 2015 282 307,011 21.91 2016 Sep-16 $75,000,000 $244 $265,957 3 Existing 1998 (Ren. 2013) 248 2441799 30.45 2016 Dec-16 $34,500,000 $141 $139,113 3 Existing 2015 308 311,878 17.79 2015 Jun-15 $43,500,000 $139 $141,234 $219 $232,490 AVERAGES 291 305465 18.75 2019 $68,084,375 5.00% 22 Source: Costar Y, ZondC1 Brightshore — Barron Collier Area Apartment Sales Sold Value Per Door/ & Per Square Foot Rental Products 2020 and 2021 market area sales provide foundational support for today's value of the Subject's proposed rental units. Sold Prices Per Door 2021 2020 # of Sales 3 1 Minimum $/Door Maximum $/Door Average $/Door $147,667 $270,559 $289,116 $270w559 $236,247 $270,559 Average Year Built 2018 2016 Avg. Minimum Value Avg. Maximum Value Avg. Benchmark Value $147,667 $289,116 $244,825 Avg. Minimum Value $157 Avg. Maximum Value $274 Avg. Benchmark Value $234 23 Source: Costar Y,, Zonda Brightshore — Barron Collier Valuation I Rental Units Rental Products TRADITIONAL RENTAL UNITS: The Subject's proposed product includes a total of 250 traditional rental units. Value Range Value Per Units Reconciled Value Minimum Value Maximum Value Benchmark Value $147,667 250 $289,116 250 $244,825 250 $36,916,750 $72,279,000 $61,206,250 Value Range Value Per SF* Reconciled Value Minimum Value $157 268,000 $42,076,000 Maximum Value $274 268,000 $73,432,000 Benchmark Value $234 268,000 $62,712,000 *Project size estimated by average market unit size of 1,072 sf 24 Source: Costar Vo Zonda Brightshore — Barron Collier Lwe,j a 11 MAIN a a -Pj 25 X Zonda Brightshore — Barron Collier Site Location and Demographic Indicators commercial (Retail Demand) The Primary Market Area (PMA) and Secondary Market Areas (SMA) used for our Retail Demand Analysis are shown on the map below. The PMA is a 15-minute drive time surrounding the subject site and reaches just west of Immokalee Rd and east past Oil Well Rd. The SMA is a 30-minute drive time from the subject site and reaches the Ave Maria and Immokalee communities to the north and east, Bonita Springs to the south and southwest, and the Golden Gate area of Naples to at its southernmost point. Primary Market Area (2021) Population: 10,216 Households: 3,040 Avg. HH Size: 3.32 Median HH Income: $101,572 Per Capita Income: $38,000 Primary Market Area (2026 Est.) Population: 11,540 Households: 3,445 Avg. HH Size: 3.58 Median HH Income: $109,075 Per Capita Income: $42,714 Secondary Market Area (2021) Population: 1181006 Households: 40,035 Avg. HH Size: 2.91 Medan HH Income: $78,179 Per Capita Income: $35,002 Secondary Market Area (2026 Est.) Population: 129,722 Households: 44,321 Avg. HH Size: 2.89 Median HH Income: $88,280 Per Capita Income: $39,655 26 X ZonClC1 Brightshore - Barron Collier PMA Retail Demand - 2021 Retail Analysis Given the lack of retail establishments within the PMA, there is a significant retail spending gap (opportunity). Notable gaps exist in multiple industry groups within the PMA including Food & Beverage Stores, Health and Personal Care, and Office Supplies/Gifts/Used Merchandise as the top opportunities from an expenditure perspective. Retail Gap Analusis PMA Estmated PMA Gap SMA SMA Spending PMA Reconciliation Retail Retail Gap (% of PMA Inflow Propensity SMA (Inflow + Outflow) Expenditure Categories Potential Sales Expenditures) Factor by Use InLL2.weeee $ Food Service/Eating and Drinking Places $1191679639 $191339458 $10,034,181 89.9% 0.20% 13.6% $251,789 $10,2859970 Food and Beverage Stores $183316,139 $16,448,029 J $1,8689110 10.2% 1.70% 22.5% _.-._. $35531,224 $513999334 Ile Clothing and Accessories Stores $59200,958 $0 $5,2005958 100.0% 0.00% 6.4% $0 $59200,958 Motor Vehicle Parts $1,990,231 $0 11 $1,990,231 100.0% 0.00% 2 4% $0 $11990,231 _ _ ...�.._...... _ _. _ __ . __.... _. _ ... _ _._.... _ ....v_.. Health and Personal Care Stores $6,8889843 $1,034,643 $5,854,200 85.0% 0.30% 8 6% $238,140 $69092,340 __..._ _....._ ......_ ..._ ........ _ _._... _ .. - _. _ $ _...... Furniture and Home Furnishings Stores $398309510 $6699071 $3,161,439 82.5% 0.35% 4.7% 150 618 $3,312,057 _. _ _... __ _6 8 _ Bld Materials, Garden E ui . & Su I Stores $7,607,014 $789,352 $6,817,662 89.6% 0.20% 9.0% $165,965 $699835627 _ _ 9 q . P _ P P y _ _ _ m_. _..._._....._.._. _._....,., m. _....M.... _M__.. Entertainment/Electronics/Appliances $3,058,194 $0 $3,058,194 100.0%1. 0.00% 3.7% $0 $3,058,194 Sporting Goods/Hobb f/Book/Music $2,5819293 $15954,328 $626,965 24.3% 1.50% 3.1% $433,974 $1,0601939 Department Store $17,1769776 $0 $17J769776 100.0% 0.00% 20.9% $0 $17,176,776 _ .. __ Office Supplies/gifts I /Us I ed Merchandise/Other $45305,365 $328,695 $39976,670 92.4% 0.14% 5.2% $67,321 $4,043,991 Total $82,122,962 $22,3571576 $59,765,386 1 72.8% 0.40% 100% $498391030 $64,604,416 Sources: ESRI, ULI Dollars &Cents The PMA Retail Demand is a calculation of the total population of the Primary Market Area, multiplied by the per capita income (per ESRI), multiplied by the spending propensity for various retail uses (per ESRI). nditure Categories Emory single retail category has a positive spending gap -the greatest of which include: Food and Beverage, Health and Personal Care, and Office Supplies. The lower amount of estimated retail sales than is warranted by the current population indicates that the area has a high "outflovJ' factor (people from within the PMA are spending their money outside the PMA). OPPORTUNITY FOR ADDITIONAL RETAIL SPACE AT SUBJECT SITE PMA Reconciliation (Inflow +Outflow) Revenue Per SF Avg PMA Reconciliation Opportunitu (SF R GAP ANALYS Subject Site Capture Low The SMA Inflow is a calculation of the total population of the Secondary Market Area (per ESRI), multiplied by the per capita income (per ESRI), to equal total income for the SMA. After subtracting PMA total income (to isolate only the SMA), we multiply the SMA total income by spending propensity for various retail uses (per ESRI). Due to the high outflow of PMA retail sales (and lack of established retail), there is limited inflow to the PMA. SUBJECT PROJECT CAPTURE Demand Subject Site Capture Hiah Demand Food Service/Eating and Drinking Places $10,285,970 $406 25,323 50.0% 12,662 100.0% 25,323 Food and Beverage Stores $5,399,334 $601 8,982 50.001 4,491 100.00/ 8,982 Clothing and Accessories Stores $592005958 $447 113640 50.0% 53820 100.0% 11,640 Motor Vehicle Parts $1,990,231 $290 6,860 50.0% 33430 100.0% 6,860 Health and Personal Care Stores $63092,340 $600 109154 50.0% 5,077 100.0% 103154 Furniture and Home Furnishings Stores $3,312,057 $522 61342 50.0% 39171 100.0% 69342 Bldg Materials, Garden Equip. & Supply Stores $6,9831627 $522 13,372 50.0% 6,686 100.0% 13,372 Entertainment/Electronics/Appliances $3,058,194 $406 71529 50.0% 39764 100.0% 71529 Sporting Goods/Hobby/Book/Music $11060,939 $255 41155 50.0% 2,078 100.0% 49155 Department Store $17,176,776 $462 37,188 50.0% 18,594 100.0% 379188 Office Supplies/Gifts/Used Merchandise/Other $450435991 $290 133938 50.0% 6,969 100.0% Total $645604,416 $437 1452483 -- 72,74 -- 145,483 AVERAGE SUPPORTABLE SIZE FOR THE SUBJECT SITE (SF): I 1099112 � 27 Sources: ESRI, ULI Dollars &Cents Based on most recent population data 2021 Retail Demand at Subject Vo Zoncia Brightshore - Barron collier PMA Retail Demand - ZOZb Retail Analysis With future population increases without additional supply, the retail spending gap within the PMA increases in all categories. Our demand model indicates that by 2026 there will be sufficient demand for approximately 193,387 square feet of additional retail supply within the Subject's PMA. The Subject's proposed commercial development of 106,000 square feet, of which approximately 84,800 square feet (80%) will be retail development, is extremely conservative given projected demand. RETAIL GAP ANALYSIS (2026) pMA Estmated PMA Gap SMA SMA Spending PMA Reconciliation Retail Retail Gap (% of PMA Inflow Propensity SMA (Inflow +Outflow) Expenditure Categories Potential Sales Expenditures) Factor bW Use Inflow $ Food Service/Eating and Drinking Places $1452029652 $1,2219056 $121981,596 91.4% 0.20% 13.7% $672,507 $13,654,103 Food and Beverage Stores $2392935890 $173719,199 $5,5741691 23.9% 1.70% 20.8% $8,693,427 $14,2685118 Clothing and Accessories Stores $6,614,415 $0 $6,614,415 100.0% 0.00% 5.9% $0 $6,614,415 Motor Vehi%cle Parts $2 5319113 $0 $23531,113 100.0% 0.00% 2.4% $0 $295313113 Health and Personal Care Stores $8,761,014 $1,114,604 $7,6461410 87.3% 0..I . 7.6% $. ..d 2, $8,2091535 Furniture and Home Furnishings Stores $4,8715522 $7209779 $421501743 85.2% 0.35% � 4.2% $365,776 49516,519 Bldg Materials, Garden Equip. & Supply Stores $9,674,361 $850,356 $8,8249005 91.2% 0.20% 8.9% $440 345_ $9,264,350 Entertainment/Electronics/A fiances $3,8899315 $0 $398899315 100.0% 1.00% 4.2% $19044,998 459349313 Sporting Goods/Hobby/Book/Music $3,282,807 $2,105,366 $1,177,441 35.9% 1.50% 3.5% $1930. , $2,479,94I __... r_...r_... _ _._. _ Department Store . $21,844,884 $0 $219844,884 100.0% 0.00% 23.9% $0 $21,8441884 Office Supplies/Gifts/Used Merchandise/Other $5,4755428 $3549098 $551219330 93.5% 0.14% 4.9% $168 021 $5,2895351 Total $104,4419401 $24,085,459 $8093555942 0.49% 100% $13,250,708 $939606,649 Sources: ESRI, ULI Dollars 6 Gents The PMA Retai! Demand is a calculation of the total population of the Primary Market Area, multiplied by the per capita income (per ESRI), multiplied by the spending propensity for various retail uses (per ESRI). Expenditure Categories Food Service/Eating and Drinking Places Food and Beverage Stores Clothing and Accessories Stores Motor Vehicle Parts Health and Personal Care Stores Furniture and Home Furnishings Stores Bldg Materials, Garden Equip. & Supply Stores Entertainment/Electronics/Appliances Sporting Goods/Hobby/Book/Music Department Store Office Supplies/Gifts/Used Merchandise/Other Total The gap is positive, which indicates that a signficant amount of retail spending from residents within the PMA is spent outside of the PMA. OPPORTUNITY FOR ADDITIONAL RETAIL SPACE AT SUBJECT SITE (PER GAP ANALYST PMA Reconciliation (Inflow + Outflow) $1396541103 $14,268,118 $6,614,415 $295319113 $8,2095535 $4,516,519 $9,264,350 $4,934,313 $2,479,949 $21,844,884 $93,606,649 AVERAGE SUPPORTABLE SIZE FOR THE SUBJECT SITE (SF): Revenue Per SF Avg $438 $648 $481 $313 $646 $563 $563 $438 $275 $498 $470 PMA Reconciliation Opportunity (SF) 31,204 22,032 13,742 8,098 12,701 8,028 16,467 11,276 9,016 43,901 16,923 193,387 Inflow calculation of the total population of the The SMA is a Secondary Market Area (per ESRI), multiplied by the per capita income (per ESRI), to equal total income for the SMA. After subtracting PMA total income (to isolate only the SMA), we multiply the SMA total income by spending propensity for various retail uses (per ESRI). SUBJECT PROJECT CAPTURE Conservative Optimistic Subject Site Capture 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% ubject SSite C Demand SF a ture 15,602 100.0% 11,016 100.0% 6,871 100.0% 4,049 100.0% 6,350 100.0% 4,014 100.0% 8,233 100.0% 5,638 100.0% 4,508 100.0% 21,951 100.0% 8,461 100.0% 96,69 -- 145,040 D emand 31,204 22,032 13,742 8,098 12,701 8,028 16,467 11,276 9,016 923 193,387 2026 Retail Demand at Subject D emand 31,204 22,032 13,742 8,098 12,701 8,028 16,467 11,276 9,016 923 193,387 2026 Retail Demand at Subject '/. ZondC1 Brightshore — Barron Collier Subject Proposed Commercial Sector Allocation Commercial The Subject's proposed commercial component product includes a total of 106,000 square feet. The 106,000 square feet is slated to include both office and retail assets. As office and retail assets have divergent functions, utility, parking requirements etc., their respective values differ as well. In order to determine a value range for the Subject's overall commercial square footage, a proposed sector allocation was performed. This analysis examines the current ratio between office and retail existing in the Subject's micro submarket (Outlying Collier County Submarket) and that in the macro —Collier County market. Results of the sector analysis are displayed below: Sector Total SF Sector Total SF Retail Market 23,485,721 Retail Market 2,190,756 Office Market 9,783,034 Office Market 483,000 Total 33,268,755 Total 33,268,755 Retail 71% %Retail 82% Office 29% %Office 18% Sector Total SF % Retail 80% % Office 20% I I Retail SF 84,800 I I I Office SF 21,200 I Total SF 106,000 DERIVED VALUATION SCENARIOS: The analysis will provide an overall estimated value range for the Subject's proposed commercial square footage based the above -referenced commercial sector allocation and on two value scenarios: • Value "AS -IS Vacant": essentially, the market value of the real estate, vacant • Value "AS -IF Leased": essentially, the market value of the asset and its income stream, leased to a market stabilization rate, with a market -applied capitalization rate 29 Source: Costar � y - �, 1, _ _ .:.Lehigh Acres � � 1. _ /�'� '` Gateway Okaloacoochee . , ._ . - __. _ • �`'- t1.L�'�- ;oral ., � ." ', -• � Slough � /',r ,�, � �R": ��`�s ,, �, _ F�Ida1 State Forest ��._ \ �,. _. � �� . _. �; ;,:' �,� � , I` Dinner Island ' ` � � � � I � � � 35M � Ranch Wildlife ,_ �� �!� ` _ ti - _ _ . • 1 , ' �� �•, ,� - Management...: 1 � �' _ .- . yers \ '�- �.� Area .R `�Stormwater �h E,�rc'* a r' � F d h t• A !''�... ; -�..� .� - i,S,,,Treatment ' '1, ;- -:r � r,�Imn ��- �• Area 5/6 �. `• � _ ��` r.� Noley Land � ;, � � '' i .l V�lildlife `�, �' '�� � � Co screw;Swamp � � !;;j �, Management ` •:fit � � ::�r civary ONLINE.. ,, Area ' tcn la Springs f: �� � ♦♦ -_ - ' �_ - � tree '�;��, � � � �� ��,; � � � ��� �— __ .. , r.crti''i�� _- � ,, ;�•nViceyard J i' s > Galde�e . R 't. ' , --� V'lif r.. � •' ',. - .Everglades _, • '�, i �.� ; and Francis ��•l'=� •� �� S. Taylor Le',;/ on Picayune .. Wild6(e... Strand Bj _a �u.�i�c�•,v�� �n���� � vwrtar 1 ' ` `� '`,`�� Marco �•snd �Y -leis Thousand Islands... Jerome �1 ��� ���er' ides ;_ �ty� rrckr_ _ ;k� f ti�,�� \ " la'.�b .� X Zonda Brightshore — Barron Collier Market Statistics I Office Market Commercial CMA Market Area Existing Buildings 19 Market Rent PSF (NNN) Inventory SF 2461900 Vacancy Rate Under Construction SF 447500 Vacant SF 12 Mo Delivered SF 271200 Availability Rate Avg. Months on Market (Lease) Micro Market Area: Outlying Collier County Submarket Existing Buildings 43 Market Rent PSF (NNN) Inventory SF Under Construction SF 12 Mo Delivered SF 4831000 35,000 0 Macro Market Area: Collier County Existing Buildings Inventory SF Under Construction SF 12 Mo Delivered SF 732 9,783,034 1913000 1331000 Vacancy Rate Vacant SF Availability Rate Avg. Months on Market (Lease) Market Rent PSF (NNN) Vacancy Rate Vacant SF Availability Rate Avg. Months on Market (Lease) $26.71 7.50% 23,525 8.10% 5.8 $12.20 3.40% 16,447 3.40% 24.0 $22.03 8.90% 8661605 9.00% 9.0 12 Mo Leased SF 12 Mo Net Absorption 24 Mo Leasing Renewal Rate 12 Mo Leased SF 12 Mo Net Absorption 24 Mo Leasing Renewal Rate 12 Mo Leased SF 12 Mo Net Absorption 24 Mo Leasing Renewal Rate 4,600 29,500 48.3% 16,400 20,900 77.8% 441,000 191,000 59.7% 31 Source: Costar Vo Zonda Brightshore — Barron Collier Market Statistics Retail Market Commercial CMA Market Area Existing Buildings 70 Market Rent PSF (NNN) Inventory SF 130477890 Vacancy Rate Under Construction SF 402500 Vacant SF 12 Mo Delivered SF 51300 Availability Rate Avg. Months on Market (Lease) Micro Market Area: Outlying Collier County Submarket • - • - Existing Buildings 222 Market Rent PSF (NNN) Inventory SF Under Construction SF 12 Mo Delivered SF 231903756 33,300 2,500 Macro Market Area: Collier County Existing Buildings Inventory SF Under Construction SF 12 Mo Delivered SF 1,705 23,485,721 174,000 193,000 Vacancy Rate Vacant SF Availability Rate Avg. Months on Market (Lease) Market Rent PSF (NNN) Vacancy Rate Vacant SF Availability Rate Avg. Months on Market (Lease) 4.50% 47,200 6.60% 5.3 $15.13 10.30% 2251811 11.40% 2202 $23.99 5.00% 17181,748 6.00% 10.2 12 Mo Leased SF 12 Mo Net Absorption 24 Mo Leasing Renewal Rate 12 Mo Leased SF 12 Mo Net Absorption 24 Mo Leasing Renewal Rate 12 Mo Leased SF 12 Mo Net Absorption 24 Mo Leasing Renewal Rate 65,000 17,900 77.4% 1011000 18,100 85.3% 575,000 1033000 83.7% 32 Source: Costar X Zondcl Brightshore — Barron Collier Executed Vacant Sales and Actives Commercial Basis for AS -IS Vacant Valuation Executed sales and current active listings in two geographic areas provide a basis for the Price Per Square Foot Value utilized in the AS -IS Vacant scenario. OFFICE SECTOR: Value Range All Collier Areas East of I-75 All Collier County Assets Built 2010+ All Collier Areas East of I-75 All Collier County Assets Built 2010+ Min Per Square Foot Max Per Square Foot EXECUTED SALES $138 $138 $256 $290 CURRENT ACTIVES n/a $325 n/a $350 Avg. Per Square Foot $273 n/a $357 RETAIL SECTOR: Value Min Per Max Per Avg. Per Range All Collier Areas East of I-75 All Collier County Assets Built 2010+ All Collier Areas East of I-75 All Collier County Assets built 2010+ Square Foot Square Foot EXECUTED SALES $205 $250 $205 $472 CURRENT ACTIVES Square Foot $227 $338 $249 $466 $357 n/a n/a n/a *Given the small number of vacant (user) sales over the analyzed period, the greatest weight in valuing the Subject's commercial components lie in the AS4F proforma valuation. 33 Source: Cosfar '/. Zonda Brightshore — Barron Collier Valuation ASdS (Vacant Asset Value) Commercial The Subject's value per square foot if vacant, and after qualitative and quantitative adjustment is as follows: RETAI L SPACE: Value Per Sector Allocated Reconciled Range Minimum Value Maximum Value Benchmark Value OFFICE SPACE: Square Foot Square Footage Value $250 84,800 $21,200,000 $350 84,800 $29,680,000 $300 841800 $25,440,000 Value Per Sector Allocated Reconciled Range HMV Maximum Value Benchmark Value Square Foot Square Footage Value $200 21,200 $41240,000 $275 21,200 $5,830,000 $250 211200 $5,300,000 34 Source: Costar Vo Zonda Brightshore - Barron Collier Recent Executed Leases Basis for Proforma CAP Valuation Commercial Executed leases in Outlying Collier County provide a basis for market -rate rent utilized in the proforma capitalization value scenario. Outlying Collier County Retail 15050 Sandpi per Lane Naples 2021 j 1 Jun-21 3,575 $35.00 I MG n/a n/a New, Direct Outlying Collier County Retail 15050 Sandpiper Lane Naples I 2021 1 Jun-21 1 975 $35.00 MG n/a 3.00 New, Direct Outlying Collier County Office 1500-1630 Lake Trafford Rd Immokalee 1988 1 Aug-21 3,300 $10.00 NNN $5.00 5.00 New, Direct Outlying Collier County_ Retail 55 Everglades Blvd Naples 2021 1 May-21 11472 $19.50 NNN $4.00 5.00 New, Direct Outlying Collier County Retail 55 Everglades Blvd Naples 2021 1 May-21 1,318 $19.50 NNN $4.00_ 5.00 New, Direct Outlying Collier County Retail 55 Everglades Blvd Naples 2021 1 May-21 1,440 $19.50 NNN ` $4.00 1.00 New, Direct Outlying Collier County Retail 55 Everglades Blvd Naples 2021 1 May-21 1,440 $19.50 NNN $4.00 1.00 New, Direct - - --- --r Outlying Collier County Retail 88551mmokalee Rd Naples 2015 1 1 Apr-21 3,800 $30.00 NNN $9.00 3.00 New, Direct Outlying Collier County Office 3845 Beck Blvd Naples 2007 2 Mar-21 2,000 $9.00 NNN $4.97 1.00 New, Direct Outlying Collier County Office 3825 Beck Blvd Naples 2006 2 Feb-21 1,510 $10.00 NNN $4.50 n/a New, Direct Outlying Collier County Retail 5340UseppaDr Immokalee 2008 I 1 Jan-21 21704 $15.00 NNN $6.50 3.00 New, Direct OutlyingCol IIerCounty Office/Retail 15050 Sand pi pe r La n e Naples 2021 1 Jan-21 21112 $37.80 NNN n/a n/a New, Direct Outlying Collier County Retail 1500-1630 Lake Trafford Rd Immokalee 1988 1 Nov-20 81876 $11.00 NNN $5.00 n/a New, Direct Outlying Collier County Retail 11 612 N 15th St Immokalee 2015 1 Oct-20 4,115 $20.72 NNN n/a 10.00 New, Direct Outlying Collier County Retail 5078 Pope John Paul II Blvd Ava Maria 2008 3 Aug-20 10,094 $9.00 NNN n/a { 1.00 New, Direct Outlying Collier County Office 3845 Beck Blvd Naples 2007 1 Aug.20 1,950 $10.50 NNN $4.97 n/a New, Direct Withheld Withheld_ Withheld Ice Cream Shop Auto Parts Pizza Shop BarberShop Freeze Play, Inc. Wall Systems of Florida Farmers Insurance Withheld Le Nails &Spa Withheld Kentucky Fried Chicken Withheld Trinity Community Church 35 Source: Costar �JV t, . - Cre Wildlife and Audubon Environmental Corkscrew Swamp - rift Area Sanctuary ONLINE..._ . l3Gh _ Cameron Commons ird Rookery Built 2015 Swamp rT Oil `� n t , PK .._ , �URBAh.EST•ATES'� FEL•CAN BAY I' , r - i af�S FAFK SN0RE .4 .755 two �— wi 0 AST hA;'I I _r_Lp:_ Keewaydin Island 1 Imr�cM:a CORKSCREW , LZ ate Averh4ana a� .tr . / 4tp _ . ' �xpp 1 Florida Panther National V�lildlife... I Harker 1 al t w" JIM # 1r 1 Z Zonda Brightshore — Barron Collier Retail Valuation I AS -IF (Investment Asset Value) Commercial RETAIL SPACE: CI e Vlu Rent PSF Sector Allocated Reconciled Range (NNN) Square Footage Proforma NOI* Range CAP Minimum Value $25.00 84,800 $2,120,000 Low CAP 5.90% Maximum Value $30.00 84,800 $2,544,000 High CAP 6.10% Benchmark Value $28.00 841800 $2,374,000 Benchmark CAP 6.00% i *Assumption: Base Rent = NOl PROFORMA CAPITALIZED ASSET VALUE USING BENCHMARK MARKET CAP RATE: Value Reconciled Reconciled Reconciled Range Minimum Value Maximum Value Benchmark Value Proforma NOI $2,120,000 $2,544,000 $2,374,000 Proforma NOI* $35,333,333 $42,400,000 $39,573,333 Value PSF $417 $500 $467 3� Source: Cosfar V, Zonda Brightshore — Barron Collier Office Valuation I AS -IF (Investment Asset Value) Commercial OFFICE SPACE: Value Rent PSF Sector Allocated Reconciled Range (NNN) Square Footage Proforma NOI* Range CAP Minimum Value $18.00 21,200 $381,600 Low CAP 7.40% Maximum Value $22.00 211200 $466,400 High CAP 7.60% Benchmark Value $20.00 211200 $424,000 i Benchmark CAP 7.50% i *Assumption: Base Rent = NOI PROFORMA CAPITALIZED ASSET VALUE USING BENCHMARK MARKET CAP RATE: Value Reconciled Reconciled Reconciled Range V Minimum alue Maximum Value Proforma NOI $381,600 $466,400 Proforma NOI* $5,088,000 $6,218,667 Benchmark Value $424,000 $5,653,333 Value PSF $240 3 $29 $267 3g Source: Costar X Zonda Brightshore — Barron Collier Total Benchmark Commercial Valuation Commercial Using the target benchmark valuation commercial values are as follows: ranges for both the Subject's office and retail components, the total combined Sector Value Sector Allocated Reconciled OFFICE RETAIL Scenario AS -IS (Vacant) AS -IS (Vacant) TOTAL AS -IS VACANT VALUE Square Footage 21,200 Value $5,300,000 $25,440,000 106,000 $30,740,000 Value Sector Allocated Reconciled Sector Scenario Square Footage Value OFFICE AS -IF 211200 $5,653,333 (Investment) RETAIL AS -IF 84,800 $39,573,333 (Investment) a TOTAL AS -IF INVESTMENT VALUE 106,000 $45,226,667 N' ¢ I 3g Source: Costar e ZonClC1 Brightshore — Barron Collier Appendix '/. Zonda Brightshore - Barron Collier Residential Permit Issuances - Collier County/Naples MSA Appendix Total permits have hovered around the 4,133 average for the past six years, with single-family permits averaging 3,107 and multifamily permits averaging 1,019. Permit activity is expected to be above -average over the next five years, with total permits topping 6,600 in 2023 and 2024. While this forecasted level of multifamily permits was achieved in the early 2000's, it appears optimistic versus recent history. 9,000 8,000 7,000 Ln E L 6,000 c 5,000 m 4,000 a� 3,000 2,000 1,000 0 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021F2022F2023F2024F2025F Source: Metrostudy; U.S. Bureau of Labor Statistics (BLS) SFD Building Permits MF Building Permits Historical Average Naples-Immokalee-Marco Island, FL Metropolitan Statistical Area - Metrostudy Five -Year Forecast Category 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021F 2022F 2023F 2024F 2025F Total Building Permits 1,320 1,612 21678 31610 41060 31829 41194 41386 31991 41297 43786 51219 6,697 61639 51850 Annual % Change 4.87D 22.1 % 66.1 % 34.8% 12.5% -5.7% 9.5% 4.6% -9.0% 7.7% 11.4% SFD Building Permits 920 11296 11760 21477 31078 21892 21930 31253 31300 39187 37696 37784 41211 31669 2,971 Annual % Change 20.1% 40.9% 35.8% 40.7% 24.3% -6.0% 1.3% 11.0% 1.4% -3.4% 16.0% 2.4% 11.3% -12.9% -19.0% MF Building Permits 400 316 918 11133 982 937 11264 11133 691 11109 11090 11435 2,486 21971 21879 Annual % Change -18.9% -21.0% 190.5% 23.4% -13.3% 4.6% 34.9% -10.4% -39.0% 60.5% -1.7% 31.7% 73.2% 19.5% -3.1 % 41 Vo Zonda Brightshore - Barron Collier Existing Single -Family Homes Sales and Median Price - Collier County/Naples MSA Appendix Existing home prices in the Naples MSA rose 12.3% and sales volume rose 8.5% in 2020. The 2020 median resale price of $489,098 is still considerably lower than the median price reached in the peak year of 2006 ($622,049), though the 2021 forecast median of $539,990 will approach the $542,842 median from 2007. Moody's projects growing sales volume over the next five years, but median prices are expected to stay in the $530,000 range. 18,000 16,000 14,000 12,000 10,000 8,000 6,000 4,000 2,000 2001 2003 2005 2007 2009 2011 2013 2015 2017 2019 2021E 2023E 2025E $700,000 $600,000 $500,000 $400,000 $300,000 ma $200,000 $100,000 $0 Source: Moody's � f Naples-Immokalee-Marco Island, FL Metropolitan Statistical Area - Moody Analytics Five -Year Forecast Category 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 F 2022F 2023F 2024F 2025F Annual Existing SFD Sales 10,190 11136 12,179 12,589 121346 101422 101482 107346 101607 11,505 12,968 131042 131820 14,660 151571 Annual % Change 12.0% 9.3% 9.4% 3.4% -1.9% -15.6% 0.6% -1.3% 2.5% 8.5% 12.7% 0.6% 6.0% 6.1 % 6.2% Median Existing SFD Sales Price $230,797 $2572305 $311,096 $365,490 $407,112 $423:418 $435,070 $4461887 $4357709 $4893098 $539,990 $529,278 $523,425 $5241404 $530,640 Annual % Change 2.5% 11.5% 20.9% 17.5% 11.4% 4.0% 2.8% 2.7% -2.5% 12.3% 10.4% -2.0% -1.1 % 0.2% 1.2% 42 1 1 Analytics Annual Existing SFD Sales Median Existing SFD Sales Price '/. ZondCt Brightshore — Barron Collier Commercial Sales (Office/Retail; Vacant) Appendix Collier, east of 75 East of 75 User4acant Office 5571 Hunter Blvd Naples FL 5000 3 Star $690,000 $138 2021 2/4/2021 Sold Collier, east of 75 East of 75 User -Vacant Retail 102 New Market Rd E Immokalee FL 2400 2 Star $600,000 $250 2021 5/25/2021 Sold Collier, east of 75 East of 75 User -Vacant Retail 125 Boston Ave Immokalee FL 4572 2 Star $935,500 $205 2020 3/20/2020 Sold Collier County CoHier User-Vacant/BuiIt2010+ Office 1110 Pine Ridge Rd Naples FL 880 3Star $225,000 $256 2021 4/16/2021 Sold Collier County Collier User-Vacant/Built2010+ Office 5637Strand Blvd Naples FL 3792 3Star $1,100,000 $290 2020 10/26/2020 Sold Collier County Collier User4acant/Built2010+ Retail 1018th St Naples FL 2011 3 Star $949,000 $472 2021 6/21/2021 Sold Collier County Collier User-Vacant/Built 2010+ Retail 125Boston Ave Immokalee FL 4572 2Star $935,500 $205 2020 3/20/2020 Sold Source: Zonda 43 Z Zonda Brightshore — Barron Collier Residential New Home Sales — Transaction Summary, L1ZM Appendix Product Att (Condominium Att Townhouse Att Plex Att Duplex Det (Single Family Det Single Family Det Single Family Det Single Family Det Single Family Det Single Family Det Single Family Source: Zonda Lot Size Condominium Townhome Plex Duplex 5, 600 to 6,999 7, 000 to 8, 399 8,400 to 9,599 9, 600 to 10,889 Quarter Acre Half Acre Acre+ Closing Volume Average Closing Price Avg. Unit Size 7 $2237 868 1, 655 35 $2397601 17879 5 $264, 085 17773 66 $2927493 13623 107 $358, 905 21107 145 $442,635 2,443 143 $504,117 21869 57 $5957092 37087 51 $6507123 3,072 0 - - 139 $360, 267 27590 Zonda Brightshore — Barron Collier Economic and Demographic Profile Appendix The 2016 Collier CounLv Economic, Demographic & Communit`- Profile Groxrth Nlailaaement Department Comprehensive Planning Sectloll 1�Pagc 45 V, Zonda Brightshore — Barron Collier Population Growth Appendix :?9L'� �.:ra.�T'F F=:u-. •_=�ti = �`�'JLU•�44 F_'TU.�T_5 ane }2�.�T7.a:5 � r•r � ��� _. - �Rrrv.ete Mtl+ rrrn ■ltntti rawi J>tJ+ra vrra •■•esn ■tran rvsc�s g►,■Carlc T'frt�t i aezyri rNes car_ rn Mrcre>@ "Emirs "wou" 70411^O. x4■esn saa�vr rcreU n■eui L"Wwl 14W" rlxtr. . nrwa r►•n sr.■ iM m2r ar:F IWT JCt i!� �!?d :163_• il37 ]4si 3Bd ::R:� i 7T iris dl'.J Jill tif7 a.++ awe ■*.v' - - -- - 50 !M41 ? B315_ !ATWI 54211 70111 50 9i4 U i5 t•!,�_3t 1 �fi3 ci3'n 6t t§3 d) }in 59 ��i5 •_� 77C r+ ^.' 3 . 5 t __6! rG144 55.41; 5is 25? , _ .74 _i?_ma . _M UE . _ +14] JD:t 3tiHiy 3�L37 ?�}l! ii84i 34ZR 3i569 it�56 9i 351�? I 45+ 31.295 3151i: ' jt m -r' x all '� _UM 14 310 33 _ a - `5- MCC �-;-' =="'' - '• 3ca^j+!eas �.:i 29@,r3 'd 18853 2517 IS9% t4IM3 79146 MKI 1f4n 1?59 MINE 19.613 111M IM 19Q3 :38n M39 19,199 X 071 N13b 221% Z%f. i6 9MI 29313 :CS'_i lo.tlll i:.�5i 2;1'Jf:l t!ll �a'�i!cnis R 1'0 R 102: `_%c 111 ' D Lr6+ Z3115 Zi T3 D 7% NI M 14 zX V 4+� 24 5`0 Z4 M � ilia u ! :7 M C# M•>S+u! MIr 2f CI1T I i f 4 75i 235ZS aim E Mim Ew s i-' L" U 3ZL W ?i zi .0 -- 4951 04Z 5151 45454 $44" 45go Ac64 +. 7:5 t,g3 E51f 4 u 5!f2 t� a .i 462% de313 44;F - 04¢ - 4hit - 105T -- -- 4h;4 a6431 --- G4v» 45 _ -k!vt 1 — -- . 5t Zii `3 f9 54 1% $ - Z35 5811 5T4yiy_ 51 ?I + 536Ei TM 10 M`1 6i BS kZ ICJ A urtor ES c ` G.`A 18 T44 39, S5i 39 TU 44 Wj 415" 43 t3•`-+! �44 40 45 700 46,ii`9 41355 H IN 53178 57.1.E _ __ _ - _`9 _ - _. ; 16 U6 1 33 Z19 39 M1 4l ITS 59 4yi 4590 4t.5'b 44151 49 E:; 1 I `_ 5` bib !AW AX4W I M 595 53 229 `9167 10 i � U SK 'sue jul ;rE R W Ea is 'J ii' 14 M? Aeft 35 0.5 15 till M117 111 5_1 _`; Ii33 20 2154 931 31!)3 3.LN 1421 30 1 7M 1,516 1965 4am jL- -43N 44!9 AA Mier: t_44w 1416 ' 1;iE9 :5Tz1 L6SQ5 IT+176_ 18731 ZO:3 1 tiZX ii? ZI411 24Sn 6TY it. ZT 'i 2*A$ 25,Tet 14TIZ 3t73Z 3Ed14 ]350' 119411 361.30 itF art f++ 1I001 12tGi _ Ti:w W4 YEN IMN! 1:Z4r1 132W Ia.E11 11_G9{ 14fbi 204)i ZLf7] e`Ir11 1'ldlh i - 575 i{1_+tNC i5i_ __33_�_2 --3Y]IKl Cv#t-�e 711 41%l' biV ---1+1�'+I__ ., _:'1l13i _� _ _ _ - — -- ___�1iE14 _6Gi___..°y,�5 ll'"t Li33i i�l. t8 i+T15 i+9[9 Z4itJi j4fti '_5G#] L5i73 � i '.+_+1' s'61317 �1lL9 2t_571 �.T.T ;rail L►091P 27iTF i74!2 .'_.9� 2 8ZID i6_l.5 - ZiZ�TtS L+rt.rd.ic_t _7 _TE3 - -. _ __ i6 C ':i 233 3r Jil L'? ir' L�1 ! Z12 c+7 %44 L45 -.?' W Lit. L4� :9G QS1 �liJ [ial T3'_TR rIb.]21 i9Q414 05;:..7 MlyiaJz3i7O OW I,7tla3 J61i,vr J" ur 4zjui® Jac �aa Jj..s+l .u. ..., _ ,+. ..w� �..IIW ..•. ,,.7I ...... .�._.. .-... __ _-• -. - _ — -. - ��lrr rt�rnr aMKr J�wcr ■+w- ar�o ■r. ■i l�+gwl �•rwrwrr I1•�•rrr fitCtiM1 tiWl+e" R'+rakIlg++ Nettie ipl■.rewg ysr:•I., re.1•■■■ 7+c"M inrete+■ ffNvri r+,rrwr rrJiewt MpRo7■i MWes" e•►ken" !t■ew■■ +per the �! ftat riy Trli W' HI.L" .T?) YM 41YJ 1�R DNS .rrl Jil■ iN! Jai .�. +*.■ ++.+ m• ..+� - -- _.' i6i A�1 i'J4 4tD6 4M7p a•.. 4'M 44t3 Mdl � 1*i, .+�.�, f55 zrq i71 4x} �79 if3 4ad 4+�'Mi 44y t ■c:'�::,. C7�.?► Li )7� 1741G ]'�5j_ 1Tt1�J 1i�il LT61�' IT'lg1 I:�CI .cs: 1iM 11' Ma"CD"SW►G r�`7 lb4■'i �� 16�]� IbE'_-: .t '.' r ,i It,Gt,l 1Tr 1 .1a�J ]iF18� _-_78)+7 —_bll l44t54 19M1� its" Ipr_.,4 4'` +I +'::i 19Aso r]3S9 �jd118 2l.+14i Tl 5 21AT11 u'l,flOf'i 22"Milo 22ifi ►�tv 213n JtMM :1971 .110, i4,628 i44".t 634 86. 5.M EIC{iC isp7N�ril;1` :�•'?; iG3i3 413 ]6,51] 1165:b :6?; 1?!14 3Fa6C ldty9 clds: 4$p%10r ,rarer Js,nr .u,aw •VJOU •1,.s.1 .iw•r +cv.aIL a -..--.. v •• -. W. -- -— �041N11'YL�l1143'M 3i2A61 :3tr,lii 331 r6! 31#,111 ' mall 3+700i2 I 3113.QJiY !tit t3! 1iw"4 1?4 ]Ir 36t ibb 3+19�+6 19l,466 +i332i1 4aDiC4 41001 412,491 +1i130431 s1t 140,5:4 44504 +!1,615' iSi l5: fti'bM +"IV' rpr r 17ur+,ra�. i.rT•rw■■a r, wn4.l+,.i►r�+Nibt►fr�+.w�yuMirjrfrn[:r:�u 171w►.� "al�.wt 5ir■�nl+y�ni+e■r y.+�wl�rifasifttCwwsrll1.iifwrrirrtilf+rr,�.d,�a■s.+Awrdtr�6�r�eiriraiw t5t,e'SMi�+�+"III+� +R�Tr�/,4t�I�re�J3lrnrlfwi A kAk &fIrddrMOff"WAN Wftd iw wiiji�rwarrrr�witq '/. Zonda Brightshore — Barron Collier Collier County Residential Impact Fees Appendix COLLIER COL'I�'T'i F.ESIDENIVU IMPACT FEES EEFECTI IE MARCH 30, 2IMI Ph"0 3, Rcad Changes L1N'D C5E OO1d1l'�R! ?AftSS REGIQ'i'AL P,1M ROADS E34 SCBOIW ERh MUMMA UMAISIFS L:1.11' MORCEMT ]AM � -' SCBTOTAi,. _ WxTnt T�OZ�1L P'ER L:wTi wnsou raw :-�tj' �• "— r:=��a = �s atrr �� c�Pzm" 3-I 1?_uC'£.00n '�c3rYt!,E >6fioari -1RFOOT LQtomerdal itr?Aascmixtsal P10sow Fr: era= Cam :aetdo' oTSFAtt ?.rs� too�srsa•i � II+txhAd orA000 t f) - c:- 5;:..: S+?:.} $455:0 S455 i} 593s 33 Si'`nG-`4 Si'-'"u �4 5-29 - ,:C:4 51T�C14 31.'36�4 S1230414 Si' 0.24 S: d44.32 �:5: 1=" 5-i.E•J==E PAX36: :: -4,zC, :?r?: S:..S:vC 5140300 S2 039 00 53J8f :' 35- 51?3�1 5113.91 S�;�u 5b'SG ib' S4`'30 M DIM w 01 % i 1S? L'��=i_lp 5' -- f- -_- ^c1419 '14410 S:Su.l94?4 szw 19 19 S3.'99 34 S; _ i S?43�0 5"4SS05;--,) 5443 .;4 t4t3S4 4?g4 S44194 S40 9: S40' 9 i $:do i':_ ' i-=- - {.= :'=.= Slims-_ Sim- c:=�-- S: S;s513 E.s5 f3 ..n t. i'sSb :5 S�a6 �5 3t5'-:J 32L5.M Sa5.4 :`�5°fi w�o6.:k 5:44,54 3:6i 6' 54 „S131 59'�= �S'3y w=-'= I -- » Sy S::S i S::*sp: S^..'39: li l: ills l: 90r^ +' _= =- __-- : _ _= - - :9WM :=.-._35 S"ss=:?. S'cq:: S'06" rw, 3:QSC►J 4;} ^qa KSM I.35i.00 00 £02.00 fi��.00 s': 3a'. O✓ c7.33290 :3a3:04 :3=w00 S3.33"100 S3 *82 00 5333: 40 0 �W$1131400 53.�1�00 S:?14DG 5 Kt DO Si�140r S :14.i{, S3 +1400 53�14.00 53a14.00 533I400 $3.314 00 $3.31; fl4 t15.ti#ff93 31'.CeT n, :,,, , +' 6_3i: c15 ?6 517 2 lt;♦e 41a6S?33 X SU . 523 aDi � 1 ts A kAA t3r i tit1Ct4 tq &- av- u;+r i"`S•af.0 to 'YJ�I?- • . � r te7=ir:�_���}0Ft i lt2= �'33-5'y :_. ;' "'_ 5385.33 326St{32 53 UBD.d? fI.NS 9C� t'.g'C'_6 `rC _E W. 5•".� ii v 5lf9=3 R}.t4 �Si.'9934 LAVS-9 4 51133' S934-34 I SI E 91 S:�^ �e a�0 1 112513 V414 S:S4.93 1 S66L09 S"L'1 S.;. �: S000 50.00 3::.3a0 S419.1�5 L"'36.6: $33ffiQ0 I S5"0-VO -31g 0: 53 S 00 S3 `14.00 �i�06 _ _� _ • x x� rs:. _'1 at_.� me � :ILT Li�r ?.'*rcr �.r.= �- = - ="-� itu•� CCPSS_'t SI ext.�e � =� r'�j � Tom' � flr ID'flf tQ'1�I3 »-t FansSee =ei y�a-d=--� �:aiTER&�:�SI'Ell:iTER(SEliEI�A�'iCTFEiS-4SCL'It-F?L'1�.4 i1L�5TER��Ti3r;'ED i r aF Spaco (SQ.FTf) Basis s(Tw ERC F+iceor R'asarTu wa Few � o M 750 Ise Lis 0.33 SI lb FIRE IMPACT FEI=S A►MI KALEE OC#iOP'FE Nons FIRE FIRE COLLIER FIRE GREATER (4,o0o sq. Ft. (LO: sq. Ft 4141'Zti*1 'GaPM FIRE MX4=M) 3js-^�' Use SOAK }00 sq.: k 4.GO0 Sq. Ft. — I',_4pt Condo) �lal ie HottE'RV S:i X: SOM, C9T'i OF:�PLiS A`�D CITY OF?lfrL? C4 2SIri::� Cc:aa: Coverts Cc�nununif<• Parks. Lm•E � cssnlsest, Ftre. ttras�r and Sr.�+er err•_ nrr uinx� +r c=k z, : h rho C'it3• fas thRx trrsnaet ia'ss Ci?Y t7F' Eti'ER�i.ADES: C.�ltiar Cotum• Ca.- r :�:rx• Ps.-za..c`tcad tt'at:r avd S�ti��tr arse oat asaasaad 47 Zonda Brightshore — Barron Collier RLSA Status IN Appendix R L S A S T A T U S M A P -- -�� -- (NOV. 2017) WAO M*E letz Ljorlaij 0 Zonda 3200 Bristol Street, Suite 640 Costa Mesa, CA 92626 (877) 966-3210 LISTED SPECIES SURVEY PENINSULA PREPARED BY: PENINSULA ENGINEERING 2600 GOLDEN GATE PARKWAY NAPLES, FL 34105 DECEMBER 2021 BRUCE LAYMAN, CE, SPWS PENINSULA ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY TABLE OF CONTENTS 1. INTRODUCTION....................................................................................................................................a 3 2. PROJECT METHODOLOGY.....................................................................................................................3 2.1. Listed Wildlife Survey. a a 0 a a 1 0 9 9 a a a a a 8 a a a 0 a a 0 a 0 0 0 0 0 a 6 a 6 0 a a a a a 0 a 0 a 8 a 0 0 5 a a a a a 5 a a d a a a 6 0 0 a a I a 8 a 0 a a a a a a 4 a a 0 a a 6 a 6 6 a a 0 a 8 0 4 0 as a 6 a a a a 6 a 5 a a 0 a 0 0 a a a 3 2.2. Listed Plant Survey........................................................................................................................ 4 2.3% Habitat/Vegetation Survey 4 3. SURVEY RESULTS. . a a a 6 a a 8 a a 0 0 d a a a a 0 a a a a I a a 0 0 0 a a 0 a 6 a a 0 a a a 0 a 9 a 6 a a a 6 0 a a a 0 6 0 a 5 a a a 0 8 a a I a a a 6 0 4 a a I a 6 0 0 0 6 a a a 0 a 0 a a a 0 a 8 9 a 5 0 a a 6 0 6 a 4 a a 8 a a 5 a a 0 6 0 0 0 a d a Gasses a * 4 a a 4 3.1. Listed Wildlife Observed On-Site..................................................................................................4 3.2. Listed Wildlife Not Observed On -Site But with Low to Moderate Probability of Occurring.....6 3.3. Other Listed Wildlife Warranting Consideration... moo asseffasses emenaes a am else 8 6 a a I a 1 0 9 4 0 a a 0 a a a 6 a a a 0 6 a 0 6 a a a 6 1 0 a 0 a a 0 0 a I a 0 8 a a 7 3.4. Listed Plants Observed On-Site..................................................................................................... 8 3.5. Habitat/Vegetation Survey. . 6 a a 5 9 0 a a a a 6 4 0 0 a 0 a 5 a a 6 8 a 6 9 6 a 6 a a 6 0 4 a a 1 6 a 6 0 a 9 a a a a 0 a 0 a a a 8 a a 5 9 9 a & a a 8 6 0 0 a 8 6 a a 0 a a a a 4 0 0 a a a a 5 6 0 0 a a 6 0 6 0 a a a 0 6 a 8 4. SUMMARY.............................................................................................................................................8 5. REFERENCES CITED...... @egg masses as me@ geese asseesed Ease seemoseeme a seamesmas @Sean 1 0 @as some*@@ seemsedes pages goo measles 0 fideves desseme 9 TABLES Table 1-Listed Species and Vegetation Survey Details.............................................................................. 11 Table 2 - Listed Plant and Wildlife Species Observed. @@@gasses@ on opposes 0 a I seemendece aleadessom 11 Table 3 - Non -listed Wildlife Species Observed.......................................................................................... 12 Table 4 - Estimated Probability of Occurrence of Non -Observed Listed Faunal Species...... 0 12 Table 5 - Existing Vegetative Associations and Land Uses....... Ease@ some@ @some 0 13 APPENDICES Appendix A -Existing Vegetation Association &Land Use Descriptions FIGURES Figure 1-Listed Species Locations Figure 2 - Map of Wood Stork Core Foraging Areas Figure 3 - Map of Florida Black Bear Observations within 1 Mile of the Project Figure 4 -Panther Telemetry within 3 Miles of the Project 2 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\Listed Species Survey PENINSULA' ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY 1. INTRODUCTION Peninsula Engineering, Inc. entered into a contractual agreement with Barron Collier Partnership, LLLP to p rovide environmental services associated with a +/- 681.5-acre parcel of land (Project) known as Brightshore Village located in Sections 18 and 19, Township 48 South, Range 28 East, Collier County, Florida. The site is almost entirely active row -crop agriculture that is bounded on the north and east by naturally wooded and partially improved pasture lands, on the south by Immokalee Road and estate -style residential development and on the west by Redhawk Lane and estate -style residential development. A protected species survey was conducted on the project site and the survey methodology and findings are summarized herein to provide support documentation for local, state, and federal environmental permitting. 2. PROJECTIVIETHODOLOGY Peninsula Engineering conducted a survey of the Project site using a field methodology in general accordance with Florida Fish and Wildlife Conservation Commission (FWC) standards. The survey was performed to document vegetation associations and to locate and document listed plant or wildlife species that occurred on the site during the survey period. The field survey for this project was conducted during August 2021, and the following information provides detailed project methodologies for the listed wildlife survey, the habitat/vegetation survey, and the listed plant species survey. 2.1. Listed Wildlife Survey Prior to the listed species survey, color aerial imagery was reviewed to identify potential habitats present on and adjacent to the site. Based on the habitat types identified, a preliminary list of state and federal listed flora and fauna that could occur on the project site was prepared. Various publications and databases were also reviewed to identify listed plant and wildlife species that are regionally present and that could occur and those habitat types, including and the ecologist's 25+ years of personal experience of conducting listed species surveys in Southwest Florida. Table 4 illustrates the composite list of potential species. FWC's Florida's Imperiled Species Management Plan (FWC 2016) was used to determine the "listed" state and federal status designation of wildlife species. Notes on Florida's Endangered and Threatened Plants was used to determine the status of listed plants (Weaver and Anderson, 2010). Since a vast majority of the site was active row -crop agricultural, the fields were surveyed with assistance from an open -sided all -terrain vehicle (i.e., asingle-person quad). The brushy or forested areas were surveyed on foot. The field survey consisted of one biologist performing parallel meandering vehicular and pedestrian transects spaced as appropriate for the type of habitat, visibility limits, and density of vegetation. The approximate locations of the transects performed during the listed species and habitat survey are indicated on Figure 1 titled Listed Species Locations. 3 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\Listed Species Survey PENINSULA' ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY Transects were conducted in the morning and afternoon hours in August and Octobertotaling 12.5 hours of field time. Table 1 lists survey dates, times, weather conditions, biologist conducting survey, and field hours during the field survey. The field observer was equipped with a compass, aerials, wildlife and plant identification books, binoculars, and a field notebook. During listed species transects, the biologist periodically stopped, looked for wildlife, signs of wildlife, and listened for wildlife vocalizations. The approximate locations and abundance of observed listed species were mapped on aerials and recorded in a field notebook. Non -listed wildlife species were recorded daily. Specific to the habitats present on the parcel, the ecologist surveyed areas for the potential presence of the species listed in Tables 2 and 4 with particular attention paid to listed wading birds, the American alligator (Alligator mississippiensis), and Audubon's crested caracara (Polyborus plancus audubonii). The above survey methodology was generally consistent with those prescribed by the FWC in the document titled "Wildlife Methodology Guidelines for Section 18.D of the Application for DevelopmentApproval" (FWC 1988) - except that no small mammal sampling or herpetofaunal surveys were conducted. 2.2. Listed Plant Survey During the survey for listed wildlife species and field mapping vegetative associations, the biologist searched for plants listed by the Florida Department of Agriculture (FDA), the U.S. Fish and Wildlife Service (FWS), and the Collier County Land Development Code. These agencies have categorized the various plant species based upon their relative abundance in natural communities. The state and federal categorizations include "Endangered", "Threatened" and "Commercially Exploited". The Collier County LDC defined certain plant species as rare and less are. 2.3. Habitat/Vegetation Survey The habitat and vegetation survey included the preparation of a Florida Land Use, Cover and Forms Classification System (FLUCCS) map delineating the major vegetation communities, landforms, and land uses present on the project site. A FLUCCS Map for the project site is provided in Figure 1 titled Listed Species Locations. The methods and class descriptions found in the FLUCCS manual (FDOT, 1999) were generally followed when delineating and assigning areas to an appropriate FLUCCS category (class) or "codes". Plant communities were mapped using direct field observation and aerial photo interpretation. Paper plots of current color aerial imagery were used in the field to map on -site vegetative communities. 3. SURVEY RESULTSListed Wildlife Observed On Site The following is a summary of the listed wildlife species observed on site and the ramifications of the presence of each species. During the August survey period, the farmers were preparing the fields for upcoming crops. The internal agricultural ditches were being mechanically excavated with the contents (including soil, aquatic weeds, fishes, and aquatic invertebrates and mollusks) being side -cast into the adjacent fields. As a result, the fields in proximity to the ditches were hydrated and flush with a food resource for the listed and non -listed P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\Listed Species Survey PENINSULA' ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY wading birds, sandhill cranes, turkeys, and raptors (including hawks and a bald eagle) that were observed during the survey. As a result of survey timing, there was a super -abundance of wading birds in proximity to the ditches that were recently cleaned or that were in the process of being cleaned. Approximately a week after the ditch cleaning was complete, and the fields were tilled and graded in preparation for planting, wading bird abundance decreased to the more typical frequency of one to three per field. The listed wildlife species observed along with their state and federal listed status are provided in Table 2. Their location(s) are shown in Figure 1 titled Listed Species Locations. Non -listed wildlife species were also noted during the surveys and a list of those species is provided in Table 3. American Alligator The American alligator (Alligator mississippiensis) is known to occur throughout south Florida and is an inhabitant of habitats such as cypress domes, deep marshes, open water bodies and large ditches. This species has been downgraded to Threatened and remains listed by the FWS because of its "similarity of appearance" to the endangered crocodile. Alligators were observed within the agricultural ditches throughout the property. It is anticipated that they will continue to use the site within the proposed stormwater water management lakes internal to, and around the perimeter of, the project. Roseate Spoonbill The roseate spoonbill (Platalea ajajaj forages in the shallows of fresh, brackish, and marine waters that are typically less than 5 inches deep with good sources of aquatic invertebrates. These habitats include bays, mangroves, forested swamps, and roadside ditches. They were observed to be opportunistically foraging on the super -abundance of aquatic vertebrates and invertebrates associated with the mechanical field management. It is not anticipated that they would otherwise have been present, but for the mechanical activity. Reddish Egret The reddish egret (Egretta rufescens) is an uncommon dark heron with crust -colored neck and head and a slate -colored body. It is listed as Threatened by FWC and is not listed by FWS. They were observed to be opportunistically foraging on the super -abundance of aquatic vertebrates and invertebrates associated with the mechanical field management. This species typically forages and nests along the coast; and therefore, would not otherwise be anticipated to be present, but for the mechanical activity. Wood Stork —The wood stork (Mycteria americana) is listed as endangered by the FWS and is considered a "wetland dependent species" by SFWMD. They are not assigned a special status designation by the FWC. The project falls within the Core Foraging Area of approximately three (3) wood stork colonies. Refer to Figure 2 that shows the project location relative to known wood stork core foraging areas. The species typically forages for small aquatic vertebrates and invertebrates in marshes, ditches, and roadside swales that concentrate the food resource as water levels recede late in the wet season. Although storks could forage within on -site agricultural ditches or flooded agricultural fields, the potential is anticipated to be relatively low due to the unsustained hydrology in the fields and the managed nature and irregular hydroperiod of the ditches. They were observed to be opportunistically foraging on the super -abundance of aquatic 5 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\Listed Species Survey PENINSULA' ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY vertebrates and invertebrates associated with the concurrent flooded fields and mechanical ditch management. It is not anticipated that they would otherwise have been present, but for the mechanical ditch cleaning activity. Little Blue Heron -The little blue heron (Egretta caeruleaJ is a relatively common dark heron of salt and freshwater marshes, muciflats, shallows, and wooded swamps. The little blue heron is listed as a Threatened by the FWC, is not listed by FWS, and is considered a wetland dependent species by SFWMD. This species was observed foraging on site, and based on habitats present, there is little potential for the species to nest on site. No wading bird nesting rookeries have been documented on site in the literature the nearest in 1999 over one mile to the northeast of the project. Tricolored Heron -The tricolored heron (Egretta tricolor) is a relatively common dark heron with a light throat. It feeds in a variety of wetlands, including mangrove swamps, tidal creeks, ditches, and edges of ponds and lakes. The tricolored heron is listed as a Threatened by the FWC, is not listed by FWS, and is considered a wetland dependent species by SFWMD. This species was observed foraging on site, and based on habitats present, there is little potential for the species to nest on site. No wading bird nesting rookeries have been documented on site in the literature — the nearest in 1999 over one mile to the northeast of the project. Florida Sandhill Crane The Florida subspecies of sandhill crane (Grus canadensis pratensis) is listed as Threatened by FWC and it is not listed in Florida by FWS. This subspecies in non -migratory and nests in freshwater marshes. In October through March, a northern subspecies of crane, that cannot be visually differentiated from the non -migratory Florida subspecies, migrates to South Florida. So, only birds observed during April through September can be positively identified as the listed Florida subspecies. A single sandhill crane was observed wandering in a field that had been furrowed and planted. Based upon the time of year, it is assumed to be the southern subspecies. The project includes prairie wetlands in the southeastern quadrant of the property. It lacks the stereotypic wetland marshes within which to nest. As such, lacking reasonable ability to nest on site, there is little potential to adversely affect this listed species. American Bald Eagle The American bald eagle (Haliaeetus leucocephalus) is not protected by the federal Endangered Species Act; however, it is protected by the Bald and Golden Eagle Protection Act. Based upon the FWC Eagle Nest Locator web site. (https://public.mvfwc.com/FWRI/EagleNests/nestiocator.aspx), there are no known nests within 2 miles of the project 3.2. Listed Wildlife Not Observed On Site But with Moderate Probability of Occurring The following is a discussion of listed wildlife species that were not confirmed during the survey as occurring on the Project site but which are considered to have probability of occurring due to the presence of suitable habitat or confirmed sightings in the region. These species are those identified as having a "possible" estimated occurrence in Table 4. C� P:\Active_Projects\P-A8CP-009\001_Brightshore_West\Reports\Listed Species Survey PENINSULA ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY Florida bonneted bat The Florida bonneted bat (Eumops floridanus) is federally listed as Endangered and it is considered a wetland dependent species by SFWMD. Little is known about the species; however, the presence of cavities or hollows within large and tall relatively uncluttered trees has been identified by FWS as a potentially important resource to support bonneted bat maternity roosts. The FWS has additionally asserted that projects that result in the loss of greater than 50 acres of foraging habitat may impair an individual bat's ability to feed or breed. A protocol for conducting an appropriate assessment of the Project site to sufficiently protect the species will be developed and conducted through consultation with the U.S. Fish and Wildlife Service during State 404 permitting. Audubon's Crested Caracara Audubon's crested caracara (Polyborus plancus audubonii) is federally listed as Threatened. The species occurs in prairies and improved pastures containing scattered cabbage palms (Sabal palmetto). They are regularly observed foraging on roadkill along rural roadways of Eastern Collier County in Southwest Florida. Though not observed during the listed species survey, is anticipated to have potential to forage on site given the vast surrounding pastureland and the caracara's regional presence. 3.3. Other Listed Wildlife Warranting Consideration The following is a discussion of listed wildlife species that have not been confirmed as occurring on site but which are considered to be potential visitors to the site due to the presence of suitable habitat on or adjacent to the site. These species are those identified as having an "unlikely" estimated occurrence in Table 4. Florida Panther The Florida panther (Fells concolor coryi) is listed as Endangered by both the FWS and the FWC and the site is located in both Primary and Secondary panther habitat as mapped by FWS (Figure 1). No Florida panther individuals or signs of panthers utilizing the site were observed during the project surveys. Similarly, no panther telemetry points were located within the project (Figure 1). However, panther telemetry points were located within surrounding pasture lands and sloughs (Figure 4). Though the site has low potential direct use by the species, panther habitat impacts will be addressed during State 404 environmental permitting. Eastern Indio Snake The Eastern indigo snake (Drymarchon corals couperi) is listed by both FWS and FWC as Threatened, primarily due to historic commercial harvest for the pet industry. Generally, this species lives and hunts in a wide variety of habitats and their territories can cover large areas. No indigo snakes were observed on site; the site lacks burrows and habitat features that might otherwise support the species; and vast majority of the site is regularly managed via tilling, grading and row -crop planting. Therefore, there is near zero potential for this species to occur on site. 7 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\Listed Species Survey PENINSULA' ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY Southeastern American Kestrel The Southeastern American Kestrel (Falco sparverius paulus) is a non -migratory subspecies of kestrel found in open pine savannahs, sandhills, prairies, and pastures in Florida and the southeastern United States. It is listed as Threatened due to a decline in nesting and foraging hbit. Thenest in large dead trees with enlarged cavities and they forage over open pasture Cl Clty lands and wood lots. They need both to persist. A single enlarged cavity was observed in a pine snag located in proximity to Immokalee Road. During the listed species survey, it was occupied by a pileated woodpecker (Dryocopus pileatus) and is therefore not anticipated to be used for nesting by kestrels while pileated woodpeckers remain present. Florida Black Bear The Florida Black Bear (Ursus americanus floridanus) is not listed as a protected species. However, it inhabits rural regions of Collier County and is known to intrude into populated areas in search of food. Though not observed during the listed species survey, the Florida Game and Freshwater Fish Commission maintains a data base of bear telemetry and bear sightings reported by the public. As an indication of relative bear abundance in the region, Figure 3 illustrates 11 nuisance bear sightings, 2 bear telemetry points, and 2 bear injuries/mortalities within one mile of the project limits. 3.4. Listed Plants Observed On Site No federally listed plant species were observed on site and based upon habitats present none are anticipated to occur. A single state -listed air plant species was observed in low abundance. It is a relatively common species and protection measures are limited to requiring a permit to be issued if the plant is proposed to be commercially sold. Other listed plants, also air plant species, are capable of occurring on site based on the presence of suitable habitat (i.e., slash pine around the agricultural maintenance facility and homestead, and the cypress dome in the pasture). A list of those species is provided in Table 5. 3.5. Habitat/Vegetation Survey Due to the improved and maintained nature of the farm, there are almost no undisturbed native plant communities within the Project site. The one that exists is the cypress head (FLUCCS 621) in the improved pasture in the southeast quadrant of the project. From aerial imagery, the site has been used for row -crop agricultural in its current configuration for the last 30 or more years. The FLUCCS code for each community along with a brief description and acreage are provided in Table 5. A detailed description of each FLUCCS code is provided in Appendix A. Figure 1 titled Listed Species Locations provides a map showing the vegetative associations found on the project site. 4. SUMMARY The results of the listed species survey indicated that the bald eagle, and listed wading birds including the little blue heron, roseate spoonbill, wood stork, reddish egret, and the tricolored heron, use the agricultural ditches and fields, when flooded, to forage. However, the abundance and diversity of observed birds appeared to be acutely tied to ditch cleaning activities that were P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\Listed Species Survey PENINSULA ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY in process during the survey period. These activities occur infrequently, and they are of short duration, suggesting that the high species abundance is a punctuated annual occurrence. Observations made once the fields were tilled, graded and planted reflected a substantially reduced abundance and diversity of listed and non -listed wading birds (typically tricolored herons, great egrets, cattle egrets, snowy egrets, and occasionally a little blue heron). The project's effect on these species is anticipated to be minimal once the project is in place because it will incorporate water management lakes in which these species can forage. With the Project's proximity to expansive natural lands to the north, it is anticipated that the Florida bonneted bat could forage above, or commute over, the site. This is anticipated to continue once the project is constructed given the coverage of lake that is proposed. Since only a single tree containing a cavity of sufficient size to support roosting by bonneted bats was observed on site, and that cavity was occupied by a pileated woodpecker, the project is not anticipated to adversely affect roosting by bonneted bats. American alligators use the existing agricultural ditches on site. Since the proposed development incorporates an array of stormwater management ponds into its design, it is anticipated that alligators will continue to have the ability to use the site, and the project will not adversely affect the species. The listed air plant species observed on site is relatively common in the region. A permit would only be required if sale of the species is considered. No permit would be required for the owner to impact the species in the process of developing the site. As such, lacking sale of the plant, the observed air plant is not anticipated to adversely affect development of the site. 5. REFERENCES CITED Florida Department of Transportation. 1999. Florida Land Use, Cover and Forms Classification System. Procedure No. 550-010-001-a. Third Edition. Tallahassee, Florida. Florida Fish and Wildlife Conservation Commission. 2016. Florida's Imperiled Species Management Plan 2016-2026. Tallahassee, Florida. Florida Fish and Wildlife Conservation Commission. 1988. Wildlife Methodology Guidelines. Tallahassee, Florida. U.S. Fish and Wildlife Service. 2019. Florida Bonneted Bat Consultation Guidance. South Florida Ecological Services Office. Vero Beach, Florida. Weaver, R. E. and P. J. Anderson. 2010. Notes on Florida's Endangered and Threatened Plants. Contribution No. 38, 5th edition. P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\Listed Species Survey PENINSULA ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY TABLES P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\Listed Species Survey PENINSULA ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY Table 1: Listed Species and Vegetation Survey Details Biologist Date Time of Uay eather Field Hours Bruce Layman 8/13/21 8:00 a.m. - 12:00 p.m. 78°F, clear, calm 4.0 Bruce Layman 8/23/21 8:30 a.m. - 11:30 a.m. 79°F, partly cloudy, calm 3.0 Bruce Layman 8/26/21 8:30 a.m. - 11:30 a.m. 74°F, mostly cloudy, calm, drizzle 3.0 Total Hours 1205 Table 2: Listed Plant and Wildlife Species Observed Common Name Scient'rfic Name Site Habitat by FLUCCS FWC Status FWS Status FDA Status PLANTS preading air plant Tillandsia fasciculata 214 N/A N/A E WILDLIFE Little blue heron Egretta caerulea 214 T N/L N/A Tricolored heron Gretta tricolor 214 T N/L N/A Wood stork Mycteria americana 214 T T N/A Roseate spoonbill Plotalea ajaja 214 T N/L N/A Florida sandhill crane Antigone canadensis pratensis 214 T N/L N/A Reddish egret Egretta rufescens 214 T N/L N/A American bald eagle Haliaeetus leucocephalus 214 N/L N/L N/A American alligator Alligatormississippiensis 214 N/L T(S/A) N/A FDA = Florida Department of Agriculture and Consumer Services FWC = Florida Fish and Wildlife Conservation Commission FWS = United States Fish & Wildlife Service T = Threatened E = Endangered N/L = Not listed. N/A = Not Applicable 11 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\Listed Species Survey PENINSULA ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY Table 3: Non -listed Wildlife Species Observed Common Name IScientific Name BIRDS Mourning dove Zenaida macroura White ibis Eudocimus albus Glossy ibis Plegadis falcinellus Barn swallow Hirundo rustica Great egret Ardea albus Cattle egret Bubulcus ibis Whistling duck Dendrocygna autumnalis Killdeer Charadrius vociferus Ringneck dove Streptopelia risoria Common crow Corvus brachyrhynchos Kingfisher Megaceryle alcyon Boat -tail grackle Quiscalus major Turkey vulture Cathartes aura Snowy egret Egretta thula Turkey Meleagris gallopavo Black vulture Coragyps atratus Anhinga Anhinga anhinga AMPHIBIANS & REPTILES None MAMMALS Raccoon Procyon lotor Table 4: Estimated Probability of Occurrence of Non -Observed Listed Faunal Species Status Estimated Occurrence* Common Name Scientific Name (FWC/FWS) Probable Possible Unlikely Habitat by FLUCCS BIRDS Southeastern American kestrel Falco s arverius Paulus T NL X All Audubon's crested caracara Pol borus plancus audubonii T X All MAMMALS Florida panther Felis concolor cor i E/E X All Florida bonneted bat Eumo s loridanus E/E X All Florida black bear Ursus ameicanus floridanus NL X All REPTILES Eastern indigo snake Dr marchon corias cou eri T T X All AMPHIBIANS None 12 P:\Alive_Projects\P-ABCP-009\001_Brightshore_West\Reports\Listed Species Survey PENINSULA ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY Table J. Existing Vegetative Associations Cl" Land Uses FLUCCS CODE FLUCCS DESCRIPTION TOTAL ACRES 211 Improved pasture 14.0 211H Improved pasture - hydric 2101 214 Row crops 634.0 422 Brazilian pepper 404 619 Exotic wetland hardwoods 7.1 621 Fypress 0.9 OTAL 68165 13 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\Listed Species Survey PENINSULA ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY APPENDIX A Existing Vegetative Association &Land Use Descriptions P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\Listed Species Survey PENINSULA ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY ExiOD "S VesetatiVC; Association &Land Use Detailed Descriptions Improved Pasture (FLUCCS 211) —This represents previously cleared and maintained rangeland for cattle. There are few slash pines (Pinus elliotti) and cabbage palms (Sabal palmetto), there is no midstory vegetation, and the groundcover is dominated by smutgrass (Sporobolus indicus) and American joint vetch (Aeschynomene americana). Improved Pasture - Hydric (FLUCCS 211H) —This represents previously cleared and maintained rangeland for cattle. There is no canopy or midstory vegetation, and the groundcover is dominated by spike rush (Eleocharis spp.), broom sedge (Andropogon glomeratus), and hydrophytic prairie grasses and sedges. Row Crops (FLUCCS 214) —This represents land that has been in row -crop production for several decades and includes fields; a water management system of ditches, dikes, and water control structures; and support facilities. Brazilian Pepper (FLUCCS 422) —This represents a monoculture of Brazilian pepper (Schinus terebinthifolia) typically associated with an agricultural perimeter berm and disturbed land adjacent to the berm. Few slash pines (Pinus elliotti) exist in the canopy and the groundcover is sparse to absent. Exotic Wetland Hardwoods (FLUCCS Al Al —This represents an impounded wetland area internally located within the agricultural fields that is dominated by Brazilian pepper. Cypress (FLUCCS 6211 —This represents a forested community dominated by bald cypress (Taxodium distichum) in the canopy with cabbage palms being subdominant. Dahoon holly (Ilex cassine) and Brazilian pepper are in the midstory and swamp fern (Blechnum serrulatum) dominates the groundcover. 15 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\Listed Species Survey PENINSULA' ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY FIGURE 1 Listed Species Locations P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\Listed Species Survey PENINSULA LISTED SPECIES SURVEYS COIJDUCTED AUGUST 13, 239 26, 2021 OBSERVED WADIIJG BIRD ABUNDANCE TEMPORARILY ELEVATED DUE TO ONGOING FARM PRACTICES (FIELD FLOODING AND DITCH NIAINTENAtICE). PANTHER TELEMETRY BASED ON FFWCC DATABASE FROM FEB 1981 - JUNE 2020 /� PROJECT BOUNDARY ( nP) ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY Sri i' I I 41440 I I %I INTO TOOT I I WS (8) J \\\� r� i ^``1 FP if 1 \ I I I 1 \\ 1 RE (2) I \\ I I I I I I I t Ws(8) TH JAI IRS (6) ---�j ---------t�-----� 619 i i E+rl+ WS (3) ----------- IArse WS (3) RS (3) — I I C --- ------ TH I J r 1 I I I LBH ---,�1 1 1 I I I I I +--- I all IRSI TH (2) 1 I LBH IRS (2) II I I I SHC r--------- LBH I _.�� ----- --I WSyj WS I AA AA I LBH _ 214 ... 422 RS THJ ! �I 1 1 :--ii I 14,00I LEGEND PARCEL BOUNDARY FLUCCS LIMITS --..—_ Iy1EAf )DERIPIG PEDESTRIAN TRANSECT (APPROX.) PROJECT. BRIGHTSHORE VILLAGE IMMOKALEE RD ,Aa..� I AERWL PHOTOGRAPHY COPYRIGHT OF COLLIER COUNTY PROPERTY APPRAISER 2021 0 250' 500' 1000' 2000' 3000 LISTED SPECIES LEGEND F� FLORIDA SAhJD HILL CRAFIE (SHC) I^. REDDISH EGRET (RE) 8 ROSEATE SPOONBILL (RS) AhIERICAN ALLIGATOR (AA) TRICOLORED HERON (TH) Q FLORIDA PAtJTHER (FP) WOOD STORK (WS) BALD EAGLE (BE) 0 LITTLE BLUE HERON (LBH) TITLE: LISTED SPECIES LOCATIONS O:'/tlER: CLIEIJT,CO'lSU LTAt:T. BARRON COLLIER PARTNERSHIP, LLLP Dats: JULY 2021 Drawing scale 1' = 1000' Project rdumber. P-ABCP-009-001 Fi'e rlumbRkABCP-009-001-X03-006LS C-X03-6 She rJumber 06 of 07 SEC 18. 10 TL:'P:475 RGE- 28E Designed by BRUCE LAYMAN Drawn by: ANTOr15CHAFFER P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\Listed Species Survey 17 PENINSULA ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY FIGURE 2 Map of Wood Stork Core Foraging Areas P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\Listed Species Survey Go , '-. �..+.:.:i.� 'j•� 4'40 y.; r be :. ir1. : �l a :} i >. Sh t . S�1•: ? ` >h:. :_ . .m at nI itg�. amm, it �:. 14 Agg At Ito __ter-iR'J- f.. �.3::fi fyy :.j- . .•i' a be by :1 :' Ito :; ti. ':. 3' p� �; f. w. ::y :fr. '� :x '.r .c. :Gal k t a -0 tom.: :v� L" Y:• X I :Y- Tl 06-0 06-0 06-0 06-0 06-0 do p ' h •, y;y;I at I at I at I at . {,. F v:• Jet ofI's: 1.w :' ' Do r7 C= f e: �; �` :. Y: 1: at .: t' �•}� F' �' .y / ' •. 1 at , PENINSULA ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY FIGURE 3 Map of Florida Black Bear Observations within 1 Mile of the Project P:\Active_Projects\P-ABCP-009\001_8rightshore_West\Reports\Listed Species Survey 7 m 9 r •R _ M1� LEA • ^ it lk i U� � � .:r��;!1�,1�F�, ��rd •3i+� 9�10 llsaf Zornrr,�r+is/ -.� • PENINSULA ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY FIGURE 4 Panther Telemetry within 3 Miles of the Project 22 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\Listed Species Survey PENINSULA' ENGINEERING BRIGHTSHORE VILLAGE LISTED SPECIES SURVEY 3 MILE OFFSET OF �'!' PROJECT LIMITS �® t- Wes 600 �qq I v� qq • S/ r1 d PROJECT BOUNDARY (TYP) 0 0 250' 500' 1000' 2000' 9000' LISTED SPECIES LEGEND o PAPITHER TELEMETRY CRIL E�CJAFF[I�C , IA�D'_CA)G AiC1aiCCTUCC f�`.1[Oti�rMfAL COY'ULn�G UhO M.�tv'rC aTF IL,�V1V0 . CCK-,TCI.YnON ♦�,V,Ci,rE`fT . a,vfc I:vrscfvr�m{ :cx co•d�, c e. ryL„T r.�4:. ignda 1470i Rvu _79.W7 L, 00 Fa.. _79._il.li97 Cma:l-iNoZpvren{.com 11�f1.4.%%w pmerp.cvn Florida [usFcm d AuNe =a e:i_'i PROJECT: BRIGHTSHORE VILLAGE Good I I IMMOKALEE RD I I 1 1 LFEBRUARY TE: I - NTHER TELEMETRY 1981 1- JUNE 2021 OM FFWCC -�7 AERIAL PHOTOGRAPHY COPYRIGHT OF COLLIER COUNTY PROPERTY APPRAISER 2021 TITLE: OWNERICLIENTICONSULTANT: SEC: Is. t0 TWP:47S RGE: 28E Designed by BRUCE LAYMAN FLORIDA Drawn by: ANTON SCHAFFER BARRON COLLIER Date: FEBRUARY 2022 PANTHER PARTNERSHIP, Drawing Number. IV a OWOOI' Pro{ed Number P-ABCP-009.001 TELEMETRY LLLP File Number. P-ABCP-0OfJ-001-X15 C-X15 Sheet Number 01 of 01 23 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports\Listed Species Survey -WILDLIFE COEXISTENCE PLAN BRIGHTSHORE VILLAGE HUMAN -WILDLIFE COEXISTENCE PLAN December 2021 Prepared For: Barron Collier Partnership, LLC 2600 Golden Gate Parkway Naples Florida 34105 (239) 262-2600 Prepared By: Peninsula Engineering 2600 Golden Gate Parkway Naples Florida 34105 (239) 403-6700 TABLE OF CONTENTS 1.0 Introduction........................................................................................................................ l 2.0 Listed Species Surveys......................................................................................................1 4.0 Perimeter Buffer Lake........................................................................................................ 2 5.0 Residential &Commercial Uses........................................................................................ 3 6.0 Eastern Indigo Snalce Management Plan........................................................................... 3 8.0 American Alligator Management Plan.............................................................................. 4 9.0 Crested Caracara Management Plan.................................................................................. 4 11.0 Southeastern American Kestrel Management Plan............................................................ 4 12.0 Wading Bird Management Plan......................................................................................... 5 14.0 Florida Black Bear Management Plan............................................................................... 5 15.0 Florida Panther Management Plan..................................................................................... 5 16.0 Florida Bonneted Bat Management Plan........................................................................... 6 18.0 Human -Wildlife Coexistence Plan.................................................................................... 6 18.1 Eastern Indigo Snake............................................................................................. 6 18.2 American Alligator...............................................................................................0 6 18.3 Florida Black Bear................................................................................................. 7 18.4 Florida Panther....... 7 20.0 References.......................................................................................................................... 7 P:\Active_Projects\P-ABCP-009\001_Brig{ttshore_West\iteports 1 LIST OF TABLES Table I . Listed Wildlife Species Documented on the Brightshore Village Property LIST OF APPENDICES Appendix A. Project Location Map........................................................................................ A-1 Appendix B. Aerial with Proposed Location of Buffer Lake (To Be Created) ......................B-I Appendix D. American Alligator Information........................................................................D- I Appendix E. Florida Black Bear Information.........................................................................E-1 Appendix F. Florida Panther Information.............................................................................. F-I Appendix G. Eastern Indigo Snake Guidance........................................................................ G-I Appendix H. American Alligator Management Signage........................................................ H-I P:\Active_Projects\P-ABCP-009\001 Brightshore_West\Reports 11 1.0 INTRODUCTION This report documents the Protected Species Management and Human -Wildlife Coexistence an for Brightshore Village (Project). The management plan contained in this report pertains to Eastern indigo snake (Dr^ymarchon corais couper^i), American alligator (Alligator mississippiensis), crested caracara (Caracara cher^iway), listed wading birds, Southeastern American kestrel (Falco sparverius paulus), Florida bonneted bat (Eumops floridanus), Florida black bear (Ur^szcs ameNicanus floridanus), and Florida panther (Puma concolor cor°yi). The property site totals 681.5� acres and is located in Sections 18 & 19; Township 48 South, Range 28 East, Collier County (Appendix A). The site lies to the north of State Road (SR) 846, approximately 0.4 miles to the west of its intersection with Everglades Boulevard. In general, the existing land uses or cover types for the property include existing row -crop agriculture and improved pasture lands. The property is bordered to the north and east by undeveloped agricultural Water Retention Area (WRA) and natural lands; and on the south and east by estate -style residential development. The proposed Project would be a rural village with residential anal. commercial development. The site plan was designed to utilize existing agricultural fields and pasture lands for the planned development; and to avoid direct and secondary impacts to high quality natural wetland habitats. 2.0 LISTED SPECIES SURVEYS Peninsula Engineering (PE) conducted listed species surveys on the Project site in 2021. Table 1 summarizes the listed wildlife species that were documented during the listed species surveys or species that were anticipated to have the potential to occur based upon known or potential regional presence. P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports 1 We I. Listed Wildlife Species Observed on the Immokalee Road Rural Village Designated Observed FLUCCS Scientific Name Common Name Status Code FWC FWS Y/N Amphibians and Reptiles Alligator American alligator T(S/A) T(S/A) Y 214 mississippiensis Drymarchon Eastern indigo snake T FT N - couperi Birds Egretta caerulea Little blue heron T - Y 214 Egretta tricolor Tri-colored heron T - Y 214 Mycteria americana Wood stork T T Y 214 Caracara cheriway Crested caracara T T N - Mammals Eumops floridanus Florida E FE N - bonneted bat Ursus americanus Florida black NL NL N - floridanus bear Puma concolor coryi Florida panther E FE N - FWC —Florida Fish and Wildlife Conservation Commission FWS — U.S. Fish and Wildlife r — Threatened T(S/A) — Threatened due to similarity of appearance NL — Not Listed E — Endangered FE — Federally Endangered FT — Federally Threatened 214 — Row Crops 3.0 PERIMETER BUFFER LAKE The Project site design will include a perimeter buffer lake between the residential development and adjacent on -site natural areas to the east, west, and north of the Project. The goal of the buffer lake is to effectively deter Florida panther and Florida black bear prey species (i.e., deer and hog) from entering residential areas. Deterring prey species from entering the development P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports 2 area will minimize the incentive for Florida panther and Florida black bear to enter the Project and reduce the potential for human -wildlife interactions. The location of the proposed buffer lake is depicted on Appendix B. Further details regarding the location, geometry and cross-section of the buffer lake will be provided at time of development order. 4.0. RESIDENTIAL &COMMERCIAL USES The Project generally includes commercial uses adjacent to Immokalee Road and residential uses internal to the Project. To minimize potential human -wildlife interaction, educational brochures provided in this plan will be provided to commercial tenants and in common areas in the residential areas. Both residential and commercial development will be required to minimize wildlife attractants by securing exterior food sources. Residential and commercial uses must secure exterior trash containers with secured lids. Grease traps will be located underground. A list of companies obtained from the FWC that provide bear - resistant garbage containers for residential and commercial use is provided as Appendix C. In consultation with the local waste disposal company, bear -resistant trash containers will be purchased from one of the listed companies or another company that is able to provide bear - resistant containers which are compatible with local refuse collection equipment. The bear - resistant containers will be incorporated at the time Collier County's waste collection contractor makes them available for use. In order to minimize disturbance to wildlife inhabiting adjacent natural lands, full cut-off optic lighting will be incorporated into the project design. 5.0. EASTERN INDIGO SNAKE MANAGEMENT PLAN The following plan outlines protection guidelines that will be implemented for the Eastern indigo snake during clearing operations. The Eastern indigo snake is a federally threatened species and is protected by the Endangered Species Act (ESA). It is unlawful for anyone to injure, harm, harass, or kill this species. Persons who knowingly violate provisions of the ESA that afford this species protection may be subject to a fine and/or imprisonment. The Applicant will implement the Standard Protection Measures for the Eastern Indigo Snake (FWS 2013) developed by the U.S. Fish and Wildlife Service (FWS) for use in Florida. In accordance with the protection measures, 30 days prior to clearing/land alteration activities, the Applicant is to notify the South Florida Field Office via e-mail (verobeach@fws.gov) of the Applicant's intent to initiate clearing activities. The plan includes placing educational posters in the construction office and throughout the construction site, discussing the Eastern indigo snake protection measures at a meeting with construction/clearing personnel, and providing educational brochures to field personnel in attendance at the pre -construction meeting. Within 60 days following Project completion, a monitoring report will be submitted via e-mail to the FWS South Florida Field Office reflecting whether any Eastern indigo snakes were observed during construction activities. P:Wctive_Projects\P-ABCP-009\001_Brightshore_West\Reports 3 6.0 AMERICAN ALLIGATOR MANAGEMENT PLAN American alligators were observed throughout the network of agricultural ditches on -site. The American alligator is listed as a federally threatened species due to similarity of appearance to the American crocodile (Crocodylus acutus). Only representatives of the FWC are authorized to handle nuisance alligators. No alligator nests were observed. The following plan outlines the protection guidelines that will be implemented for the American alligator during construction and for when the project is constructed. Alligators commonly move from water body to water body in response to factors such as season, disturbances, food supply, etc. If an alligator is present within the limits of construction, work within the immediate vicinity of the alligator will be halted and the animal will be allowed to move to safer territory. Once the alligator has moved, work can be restarted. If an active alligator nest is found, it will be temporarily protected with an adequate buffer zone until the hatchlings leave the nest. To avoid problematic encounters between future residents/visitors and American alligators, the FWC's educational brochure entitled "A Guide to Living with Alligators" (Appendix D) will be provided to homeowners and grounds maintenance staff, and signage will be installed adjacent to proposed lakes in common areas reflecting that alligators are not to be fed or harassed. 7.0 CRESTED CARACARA MANAGEMENT PLAN While no crested caracaras were observed. utilizing the site while conducting the listed species survey and other field work, they are known to be present in the agricultural areas of Eastern Collier County. Therefore, in an abundance of caution, the following management plan outlines the protection guidelines that will be implemented for the crested caracara prior to clearing activities on the Project. The crested ,caracara is listed as threatened by the FWS and the FWC. Prior to clearing activities, a qualified ecologist will survey the construction impact area and immediately adjacent habitats for the presence of crested caracara nests. Any potential nests will be monitored during the nesting season (September through June) to determine if they are currently being used by caracaras. If an active nest is found, the FWC, the FWS, and Collier County Government will be informed of the location of the nest. Problematic encounters between future residents and crested caracaras are not anticipated. Should a caracara choose to nest adjacent to the community, the nest will be left undisturbed. If unanticipated nest disturbance is noted, then an appropriate no -entry buffer zone will be established around the nest with signage until the young fledge. 8.0 SOUTHEASTERN AMERICAN KESTREL MANAGEMENT PLAN Although no Southeastern American kestrels have been documented on -site, it is anticipated. that kestrels have the potential to forage within and adjacent to the property. The following management plan has been prepared for the purpose of addressing pre -construction clearing precautions and education: P:\Active Projects\P-ABCP-009\001_Brightshore_West\Reports 4 Prior to clearing activities, a qualified ecologist will survey the construction impact area and immediately adjacent habitats for the presence of tree cavities that could be used by kestrels for nesting. Tree cavities of sufficient size to accommodate kestrel entry will be monitored during kestrel nest season (January through March) to determine whether nesting occurs on site. If active kestrel nests are found within 330 feet of the development footprint, the applicant will coordinate with FWC for appropriate guidance and to obtain applicable permits, as necessary. 9.0 WADING BIRD MANAGEMENT PLAN Although no nesting activity by wading birds was observed on -site, there was observed foraging activity by little blue herons, roseate spoonbills, tri-colored herons, reddish egret, sandhill cranes, and wood storks. It is anticipated that these birds will continue to utilize the shoreline habitats that will be created on the property. Prior to clearing activities, a qualified ecologist will survey the construction impact area and immediately adjacent habitats for the presence of nesting wading birds. If active protected wading bird nests are found within 330 feet of the development footprint, the applicant will coordinate with FWC on appropriate protective measures including buffering, signage, or the need to obtain applicable permits, as necessary 10.0 FLORIDA BLACK BEAR MANAGEMENT PLAN The following management plan has been prepared for the purpose of addressing the conservation of the Florida black bear by minimizing the potential to attract the species onto the property either during or after construction. The Florida black bear is not listed by the FWC or the FWS. However, the FWC and the Collier County LDC have suggested management practices for this species. In order to minimize the potential for interactions between humans and large marnlnals such as the Florida black bear, a perimeter buffer lake will be constructed between development and the natural areas bounding the project to deter large mammals from accessing the residential or commercial areas. Additionally, to minimize the potential for problematic encounters between future residents and Florida black bears, the FWC's educational brochure entitled "A Guide to Living in Bear Country" will be provided to homeowners and grounds maintenance staff (Appendix E). Garbage and recyclables will be stored in bear -resistant containers, and bear- resistant dumpsters will be used in areas where communal garbage is collected. 11.0 FLORIDA PANTHER MANAGEMENT PLAN The Project is located within both the USFWS Florida panther Primary and Secondary Zones and has telemetry records reported adjacent to the property. The following habitat management plan has been prepared for the purpose of addressing the conservation of Florida panther habitat on the Project site. The Florida panther is listed as endangered by the FWC and the FWS. P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports 5 In order to deter the potential for interactions between humans and large mammals such as the Florida panther, a perimeter buffer lake will be constructed between development and the natural areas bounding the project to deter large mammals from accessing the residential or commercial areas. To avoid problematic encounters between future residents and Florida panthers, the educational brochure entitled "A Guide to Living with Florida Panthers" (Appendix F), prepared by the FWC and the FWS, will be provided to homeowners and maintenance staff. 12.0 FLOI2IDA BONNETED BAT MANAGEMENT PLAN Habitat for the Florida bonneted bat consists mainly of foraging areas and roosting sites, including some artificial structures in both urban and forested areas. Surveys for potential roost sites will be conducted within 30 days prior to removal of trees, snags, or structures. If trees or structures need to be removed and they contain observable cavities that could serve as potential roost they will be inspected for the presence of bats with the aid of a video camera. When possible, roosting structure will be removed outside of breeding season (e.g., January 1 — April 15). If evidence of use by any bat species is observed, removal efforts will be discontinued in that area and the FWS will be contacted on how to proceed. 13.0 HUMAN -WILDLIFE COEXISTENCE PLAN The following Human -Wildlife Coexistence Plans will be incorporated into the declaration of covenants of Brightshore Village Property Homeowners Association or Community Development District documents. 13.1 Eastern Indigo Snake As previously noted, the FWS Standard Protection Measures for the Eastern Indigo Snake (2013) will be followed prior to and during construction activities. The FWS Standard Protection Measures, including the poster and brochure, can be found at http://www.fws.gov/verobeach/listedspeciesreptiles.html. A copy of the brochure is provided as Appendix G. 13.2 American Alligator Signs will be posted on the subject property to instruct construction personnel and homeowners not to harass the American alligator. The typical signage is provided as Appendix H. The FWC educational brochure entitled "A Guide to Living with Alligators" (Appendix D) will be provided to homeowners and grounds maintenance staff. The brochure can be found at https://myfwc.com/media/16070/alligator-brochure.pdf. Construction personnel and homeowners will be instructed that in the event there is a problem with a persistent nuisance alligator, they should contact the FWC's Nuisance AlligatorHotline at 866-FWC-GATOR (866-3924286). P:Wctive_Projects�P-ABCP-0091001 Brightshore_WesAReports 6 13.3 Florida Black Bear Residents will be educated about the presence of black bears in their community. The FWC educational brochure entitled "A Guide to Living in Bear Country" (Appendix E) will be provided to homeowners and maintenance staff. This brochure can be found at https://myfwc.com/wildlifehabitats/wildlife/bear/brochures/. Garbage and recyclables will be stored in bear -resistant containers, and bear -resistant dumpsters will be used in areas where communal garbage is collected. A list of companies obtained from the FWC that provide bear -resistant garbage containers for commercial and residential use is provided as Appendix C. In consultation with the local waste disposal company, bear -resistant dumpsters will be purchased from one of the listed companies or another company that is able to provide bear -resistant dumpsters which are compatible with local garbage collection equipment. Bear -resistant containers will be utilized in accordance with Collier County ordinance and the county's solid waste collection program. Units that have curbside garbage service will be required to place garbage containers curbside no earlier than the morning of the days of garbage pickup, and garbage containers will be returned to their permitted location no later than the evening of the days of garbage pickup. For units with curbside garbage service, all garbage, trash refuse, or rubbish will be required to be placed in appropriate garbage containers and stored inside an enclosed area except for the days when there is curbside garbage pickup service. For units without curbside garbage service, all garbage, trash refuse, or rubbish will be placed in bear -resistant dumpsters with the lid closed and secured. 13.4 Florida Panther Residents will be educated about the presence of Florida panthers in their community. The educational brochure entitled "A Guide to Living with Florida Panthers" (Appendix F), prepared by the FWC and the FWS, will be provided to homeowners and grounds maintenance staff. This brochure provides safety tips and instructions for panther encounters. The brochure can be found on the FWC website located at https://myfwc.com/wildlifehabitats/wildlife/panther/living/. 14.0 REFERENCES Belden, R.C. 1988. The Florida Panther. Pages 514-532 in W.J. Chandler (ed) Audubon Wildlife Report. 1988/1989. The National Audubon Society, New York. 817 pages. Humphrey, Stephen R. 1992. Rare and Endangered Biota of Florida; Volume I. Mammals. University Press of Florida, Gainesville, FL. 392 pages. P:\Active_Proj ects\P-ABCP-009\001 _Brightshore_West\Reports / ,and, E.D., M. Lotz, D. Shindle, and S.K. Taylor, 2000. Florida panther genetic restoration and management. Annual report, Study Number 7508. Florida Fish and Wildlife Conservation Commission, Tallahassee, Florida. Land E.D., D.B. Shindle, R. J. Kawula, J.F. Benson, M.A. LotZ, D.P. Onorato. 2008. Florida panther habitat selection analysis of concurrent GPS and VHF telemetry data. Journal of Wildlife Management: Volume 72, No. 3 pp. 633439. Maehr, D.S. 1988a. Florida Panther Movements, Social Organization and Habitat Utilization. Annual Performance Report, 7/1/87-6/30/88, Study No. E-1-12 II-E-2 7502, Florida Game and Fresh Water Fish Commission. 19 pages. Maehr, D.S. 1988b. Florida Panther Food Habits 7/1/87-6/30/88, Study No. E-1-12 II-E-3 Commission. 4 pages. and Energetics. Annual Performance Report, 75 D3, Florida Game and Fresh Water Fish Maehr, D.S., E.D. Land, and J.C. Roof. 1991. Social Ecology of Florida Panthers. National Geographic Research & Exploration, 7(4): 414431. Morrison, J. L. 2001. Recommended management practices and. survey protocols for Audubon's crested caracara (Caracas cheriway audubonii) in Florida. Technical ReportNo. 18. Florida Fish and Wildlife Conservation Commission, Tallahassee, Florida, USA. Rodgers, J.A., Jr., H.W. Kale II, H.T. Smith (eds.). 1996. Rare and Endangered Biota of Florida, Vol. V. Birds. University of Florida Press, Gainesville, Florida, USA. U.S. Fish and Wildlife USFWS. 1987. Florida Panther Recovery Plan. Prepared by the Florida Panther Interagency Committee for the U.S. Fish and Wildlife USFWS, Atlanta, Georgia. 75 pages. U.S. Fish and Wildlife USFWS. 1999. Multi -species Recovery Plan for South Florida. U.S. Fish and Wildlife USFWS, Vero Beach, Florida. U.S. Fish and Wildlife USFWS. 2013. Standard Protection Measures for the Eastern Indigo Snake. South Florida Ecological USFWSs Office. Vero Beach, Florida. Wood, Don A. 2001. Florida's Fragile Wildlife Conservation and -NA University Press of Florida. Gainesville, FL. P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports O APPENSDIX A PROJECT LOCATION MAP P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports 9 ivstcQkAuvrvCOkaJiTlkL ltikOPLNSv2kL :IT4 tL•lti�a\L. CCxti:TFVCTtDN tN,WCEi bYT • 011'4FA t;FfFf:EVfATR4 :G07 Ca+cow Cs+P:rk,.av k:p's:.. i4arvda Sax6� PM.r.:73.4'il1G'.CO Fse:.de..L4./T4' Fw•a•1. ir£D++r s t. %%4b:."z- nxv.-w pwn "ca ta PROJECT: (TITLE: ' OYlFtERlCUENTiCONSVITANT; LOCATION MAP P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports 1 SEC: t&, 1G TYlP:475 ROE: 28E DrxigncE by BRUCE LAYA9AN Drarm by: AtdTON 5CHAFFER Date: JULV 202i DrawingScalc: 10 V $0004 Prcject Number P-0 P-ABC01 Fite Numt{; ABCP-009.Wl1 XWMICV C-XWA She*t Numbet: 01 of 07 APPENDIX B AERIAL WITH BUFFER LAKE (TO BE CREATED) P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports 1 1 INSUL ENGINEERING Ct`. .C�q�FFf..\O L�'�D:CVE AFCHTCTI ti CY\1t.O��rLM1T.a1 CO`•:I:LTI\G L1\O rL�����G :rti R.1.�\t\G • CON;T7:1X710N %K`1ACAfEYT Dl�vO wGcwram>i t.ari: Florida 1110E rbM 7f e01 COO Faa ZWW.1797 Cnu l lrviae j tan Neb::a w w Fen-tni can Flanda Ctrt�.ca. d 4a1yi'Sa •.F_-. PROJECT BOUNDARY (APPROX-) PROJECT: I TiTL E: I OY/NER'CLIEtfTiCONSULTAI:T RIGHTSHORE B VILLAGE BUFFER LAKE LOCATION P:\Active_Proj ects\P-ABCP-009\001 _B rightshore_W est\Reports 1 2 BARRON COLLIER PARTNERSHIP, LLLP SEC 1B. 1G TY:Pa7S R3E CBE Det'•pned bp. BRUCE LAYfd AN Drann 6s': JASON LIGHTELL Date' DECEIdBER 20.'1 Drewinp Scale 1• x 1600' Prc7ect Number P-ABCP-009-001 F71e Number. P-ABCP-009-001-X08 AUO Nu.m ber 01 cf 01 Sheet APPENDIX C FWC LIST OF BEAR -RESISTANT GARBAGE CONTAINERS P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports 13 !l 4BEAR=RESISTANT TRASH CONTAINERS l . (prices••. • 1 4 u 9I�,)V C Bear Management Program Residential Poly Carts WITH automatic locking lids AND designed for fully -automated waste pick-up Contact Info/ Minimum Price pu container Shipping Estimated Cost Image Company Testing Status Size order without shipping 'To Tallahassee, Fl. per Container h 928-636-9298 95 gallon 1 Contact Kodiak Products Contact Kodiak $270.00 products I nfOODKod iak-Pro ducts.com Kodiak sisherrillg9hotmail.com l Products htto://www.kodiak-products.com/ 4 a Contact Kodiak Passed IGBTP 65 gallon 1 Contact Kodiak Products w products $265.00 �- Matthew Callier 904-528.6139 mcallier(@rehda.com Rehrig Pacific httpsJ/www.rehriouacifiic,com/i)r 95 gallon 112 Contact Rehrig Pacific Contact Rehrig pacific $250.00 Company oducl/95-gallon-fully-automated- bear-reslstant-roc/ Passed IGBTP a P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports 14 Residential IF Carts and Cans WITH automatic locking lids Image Company Contact Info/ Size Minimum Price Vex container Shipping 'To Estimated Cost b Testing Status order without shipping Tallahassee, FL per Container 32 gallon 25 $121 (order size $400 (for 25 $137 Statesville, NC dependent) cans) 1-800-424-0422 toter@toter.com 64 gallon $150 (order size $400 (for 25 $166 Toter, Inc htto:/Iwww.toter.com 25 dependent) cans) Passed IGBTP a 96 gallon 25 $200 (order size $500 (for 25 $220 dependent) cans) $199 each (for 1-3 cans) $279 (for 1-3 cans) 32 gallon 1 $195 each (for 4+ cans) $80 90 $275 (for 4+ cans) 1-877-232-7428 Fax:860-540-0611 kevinrabearicuda.com 64 gallon 1 $215 each (for 1-3 cans) $140450 $365 (for 1-3 cans) BEARicuda htto://www.bearicuda.com $209 each (for 4+ cans) $359 (for 4+ cans) Bins Passed IGBTP a $225 each (for 1-3 cans) $360 (for 1-3 cans) 95 gallon 1 $219 each (for 4+ cans) $145 155 $354 (for 4+ cans) Silt, CO $427 each (for 1-4 cans) $665 (for 1-4 cans) 970-309-2460 65 gallon 1 $402 each (for 5+ cans) $238 $640 (for 5+ cans) BearProof, Fax:970-876-0420 Inc. InfoCd BearProofinc.com htto:/Iwww.bearprooriinc.com $446 each (for 1-4 cans) $712 (14 cans) Passed IGBTP a 95 gallon 1 $421 each (for 5+ cans) $266 $687 (for S+ cans) P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports 1 5 Residential Poly Carts and Cans WITHOUT automatic locking lids Contact Info/ Minimum Price pgC container Shipping Estimated Cost Image Company Testing Status Size order withoucsm in PP g 'To Tallahassee, FL b per Container Sanford, FL 32 gallon 1 $179 $34 $213 The 407-519-0766 Growler dennisboothakfl.rr.com 64 gallon 1 $189 $244 - $248 $433 - $437 htto://www.thearowlercan.com Passed IGBTP a 95 gallon 1 $229 $244 - $248 $473 - $477 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports 1 6 Residential Poly Carts and Cans WITH screw on lids Minimum Price Vff container Shipping * Estimated Cost Image Company Contact Info Size order without shipping *To Tallahassee, FL per Container b Phone: 877-232-7428 50 gallon g 1 $279 (for 1-5 cans) $70 75 $369 (for 1-5 cans) Fax: 860-540-0611 $259 (for 6+ cans) $359 (for 6+ cans) BEARicuda kevin@bearicuda.com Bins httn://www.bearicuda.com $295 (for 1-5 cans) ' $385 (for 1-5 cans) a Passed IGBTP 95 gallon 1 $275 (for 6+ cans) $70-75 $369 (for 6+ cans) Phone: 877-232-7428 20 gallon 1 $59 $39 $88 / Fax:860-540-0611 BEARicuda kevin@bearicuda.com Bins htto://www.bearicuda.com Passed IGBTP a 30 gallon 1 $75 $49 $124 P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports 1 / APPENDIX D AMERICAN ALLIGATOR INFORMATION P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports 1 8 ■ Never feed alligators — it's dangerous and illegal. When fed, alligators can overcome their natural wariness and learn to associate people with fotxl. When this happens, some or these alligalors have to be removed and killed. ■ Dispose offish setups in garUage cons nl. Uont ramps and fish camps. Do not throw them into the tvaler. Although you are not, intentionally feeding alligators when you do this, the result can be the samo. ■ 8cok immediate mcdiail attention if you tuc bitten by an alligator. Alligator bites can result in serious infections. ■ Qbserw•e and photograph n]igators only from a distance. Remember, theyio an important part of Florida's natural history as well as an integral component of nquatic ecosystems. Call 866-F1VC•GATOR (382-4288) to report nuisance alligators. To report nuisance alligators call 866-FWC-GATOR (866-392-4286). f � 1 Tuhe MyFWC.com/Alligator C.1 Printed on recycled content. 02/2012 P:\Active_Projects\P-ABCP-009\001 Brightshore_West\Reports 19 A Guide to Living with Florida Flsh and Wildlife Conservation Commission MyFWC.com mme FMaenm f Do not se•im outside of posted swimming areas or in waters that may ho inhnhitlsl by alligntorsI Living with Alligators ]n Florida, the growing number of people living and recreating near water has led to a steady rise in the number of alligator•related complaints. The. majority of those complaints relate to alligators being where they simply aren't wanted. Because of these complaints, the Florida Fish and 1Vildlife Conservation Commission's Statewide vuisancc Alligator Program permits the killing of approximately 7,000 nuisance alligators each year. Using this approach, and through increased public awareness, the rate of alligator bites on people has remained constant despite the increased potential for alligator•human interactions as Florida's human population has grown, Alligators are an important part of Florida's bmdscupe and play a valuable role in the ecology of our slnle's wetlands. Alligators are predalors and help keep other aquatic animal populations in balanco. r\ better understanding of the facts and information presented in this brochure will help ensure that people and alligators can continuo to coexist. Visit. h•1yb'11'C.com/Gato•s for more information about allignlnt•s and Lhe latest nuivincre uIII gnlor program statistics. P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports Alligators and People Alligators are a fundamental part of Floridn's wetlands, swamps, rivers and lakes, and they are found in all 67 counties. Florida continues to experience human population growth. Many now residents seek waterfront homes, resulting in increased interactions botwcon people and alligators. Although most Floridians understand that we have alligators living in our state, rho potential Far convict exists. Because of their predatory nature, alligators may target pets and livestock as prey. Unfortunately, people also are occasionally bitten. Since 1948, Florida has averaged about five unprovoked bites per year. lhuing that period, a little more that 300 unprovoked Intel to people have been ilmumented in Florida, with 22 resulting in deaths. in thA past 10 years, the Florida Fish and Wildlife Consenntion Commission has received nn average of nearly 16,000 alligator -related complaints per year. Most of these complaints deal with alligators occurring iu places such as backyard ponds, canals, ditches and sU erlms, butt other connicts occur when alligators wander into garages, svtmming pools and golf course ponds. Sometimes, alligators come out of the water to hash in the sun or move between wetlandA. In many cases, if left alone, these alligators will eventually move on to areas away from people. Safety Tips ■ Generally, alligators less than face• fAHI. in length are not large enough to be dangerous unless handled. Howover, if you encounter any alligator that you hAheve poses a threat• to people, IIetB of propertyl call rho Aurisanco Alligator Hotline at 888-F11'C- GATOR (866.392A286). Please be aware, nuisance alligators are killed, not relocated. ■ Be eWl11'A t/f the pO4tilbllll.)' of alligators when you are in or near fresh or brackish water. Bites may occur• when people do not pay close enough attention to their surroundings when Working or recreating near water. ■ Do not swim outside of polled swimming areas or in waters that might be inhabited by large alligators. ■ Allilrotors nro most active between dusk and dawn. Therefore, avoid swimming at night. ■ Dogs and cats are similar in size to the natural prey of alligators. Don't allow pets to swim, exercise or dri ik in or near waters that may contain xllig+dogs. Dogs often attract, an alligator's interest, so do not swim with your dog. ■ }.eave alligator-1 xlonA. Slate law prohibits killing. harassing or possessing alligators. Handling even small alligators can result in injury. A young alligator nnnders onto o porch in a residential neighborhood. APPENDIX E FLORIDA BLACK BEAR INFORMATION P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports 2 1 Secure your garbage ■ Store garbage In o secure area, such as a sturdy Shed Or 9 ate. Until the mOMI g Of PickUP. Of ■ Build a small shed to store trash cans. Be sure there are no gaps along the shed's edges and use screws. If the shed Is curbside, call your waste service provider to ensure it will still service your trash cans, or ■ Modify your regular trash can to make it bear4asistam by adding hardware. To be successful, the lid must not be flexible and the can must not collapse when you stand on its side. Call your waste service provider to ensure It will service a modified trash can, or ■ Request a commercially manufactured bear, resistant trash can from your waste service provider. If they do not provide these cans, you can special order one Tram a hardware store, but ensure your waste service provider will service it. DLF Funds from Florida's "Conserve Wildlife" Incense plats help conserve bears and reduce human -bear conflicts. Buy one today through your local tax collector's office or onlino of BuyAPlate.com. The bear toots ■ Black bears are lfq onty spades of banr In Floddo. ■ Biologists estimate approximately 4,000 black bears roam Florida today, compared to as few as 300 bears In the 1970s. ■ Bears can pick up scents from over a mile away: that's seven times better than a bloodhound and the best of any land mammal. • Adult bears typically weigh between 150 to 400 ponds, van males often Mice the size of taroks. ■ Females have their first fitter around 3 years of age, with one to three cubs born every other year. ■ Breeding occurs from June to August, with cubs born around February 1. • On average, females range Over 15 square chiles and males range over 60 square miles. A beanie diet 15%Insects (termites, ants, bees, etc.) 5°'o Meat lik armodfllos, CdrnOn, etc.) a k i 8 How FWC responds to confliMs The FWC addresses human bear conflicts in a variety of ways, including prow tl fig technical assistance over the phone, conducting an in person visit with the re5ldent, using deterrents (such as an electric fence), attempting to scare the bear away, or, In rare cases, attempting to trap the bear. While most conflicts can be avoided by securing attractants, biologists assess each situation on a case -by -case basis and use FWC policies and guidelines to help decide an the most appropriate fesp rise. The earlier the FWC is notified, the more response options are available. 7tne longer a conflict situation continues, the more likely the bear will develop behaviors that present s nsk to public safety, such as entering a dwelling, harming a leashed dog or injuring a person. Once this happens, It is too late to try to change the be8es behavior and it must be humanely killed. Bear behavior and you Black bears are shy and gurnerelry not nggrossivo. When seen near homes or workplaces, bears are often just passing through. When inghtenetl, bears typiwly run away fir climb a tree. If a bear Is In a Uee. It is either feeding or trying to escape danger. beep people and pets away, antl the bear will leave on its own, usually after dark. Wren a bear stands on Its hind legs, it is trying to get a better view or scent. Black boars may huff, snap Nelrjaws. swat the ground or 'bluff charge' when tomcred, threatened or defending food or your. If this happens, stop, hold your ground and then slowly back away. Remember bears are large, powerful, wild animals that can act unpredictably and become dangerous. Bears who receive food from people may lose their naturat fear of them and are more likely to damage Petty or become a public safety risk NEVER feed Or 8ttract bears. If a bear is eating something on your property, take note of what it is and secure it after the bear has left the area. tilflfere bears live itt Florida FWC Regional office FWC Region County Water Bear Range (2016) at Abundant Common Occasional Rare If you are exponenckig bear conflicts. Dloaso contact tithe neorest FWC regional office. The sooner the FWC knows about bear activity, the more options are 8vailable to prevent a bear from becoming a public safety risk. North Central Lake City (386) 758-0525 Northeast Ocala (352) 732 2225 Northwest Panama City (850) 265.3676 South West Palm Beach (5G7)625-5122 Southwest Lakeland (863) 648 3200 In an emergency or if )ou suspect illegal activity. call the Wlidllfo Alert Hotline at 888-404 FVICC (3922). Follow us on: ® � Your fBckr �i Conservation Fish fine mmisrc r � Conservation Commission MyFWC-corn/soar fi F.n.i en n�ea Parr ,... Learn all about Florida's boars and e being BearWlse at MyFWC.Com/BearWlse. BearWlse tips: ■ haver approach o bear. Keep as much dislnnce betweM you anJ U>e bear as possidlo. ■ II a bear changes its behavior because you're there, you are too close. ■ If you encounter a bear at close range, stand with arms raised, back up slowly and speak to the bear In a calm, assertive voice. ■ Do not turn your back, play dead or run fran a black beer. ■ M1akC sure you are in a secure area, such as a car Or building, and the bear has a clear escape route, thEn Scare the bear away with loud noise$, like ng, blowing a whistle, or using an air or car horn, ■ Instan a motionaciirated device, such as food i�Jrts, a water sprinkler or audio alarm, to scare a bear away from a location when you are not present, ■ Report any bear threatening the safety of peepl0, pets or livestock, or causing property damage, to lho FWC (see back cover), ■ Walk dogs on a non retractable leash and be are of your surroundings. Dogs can trigger defensive behaviors from bears. P:1Active_Projects\P-ABCP-009\001_Brightshore_West\Reports 22 A guide to living i11 bear country Flodda Flah and Wlldule V' Conservation Commission MyPtvO.com/Bear Avoid attracting bean Bears do not hang around people if they do not find food. Property storing od secunrg garbage and other attractants is a proven method of preventing bear cenfkts. However, it takes a communi"cle effort to keep bears wild and away from neightwdwods. ■ Use electric fencing to protect gardens, garbage, compost plies, beehives, fruit trees and livestock. ■ Heep garage doors dosetl when not in use. ■ Feed pets indoors fir bnrg food dishes (even empty ones) insitle at night ■ Stoic petard livestock feed in bear -resistant COntatners or inside a secure area. ■ Remove or modify bird and wildlife feeders and ensure the ground Is free of all feed debits. ■ Propady harvest ripe nuts, fmrts. and vegetables and remove rotten fruits and vegetables. ■ Croalaan'unwcicoma'mat bydriving finishing nails. heads up, into a sheet of anchored plywood to keep bearsaway from a specific area, such as under a window, door or fence. ■ fteep outdoor refrigerators and freezers in a secure ocatt in or lock up with super -adhesive anchors, like Marine tacks'". ■ Clean meat smokers and barbeque grills with a degreasing detergent and store In a secure area. Disrwse of food remnoi grease after each use. A screened -in porch will not keep bears pull APPENDIX F FLORIDA PANTHER INFORMATIONAL PAMPHLET P:\P.ctive_Projects\P-ABCP-009\001_Brightshore_West\Reports 23 You live in Florida panther country 1 Ronde panthers are reclusive and rarely seen by people. They normally live in remote, undeveloped areas. HweAven as the number of people In southern Florida glows, there Is an Increased chance of an encounter with a Florida panther. This brochure contains some guidelines to help you live safety In Florida panther country. Keep crdaen wtMn sign enJdHose to you. especiev� Ol/fduOra DenMOfl dusk oad./„mn. H you feel threatened by a panther, or have lost pets or livestock to a panther, please call the Florida Fish and Wildlife Conservation Commission's Wildlife Alert Hotline at 1.888.4044WCC (3922). While these guidelines are meant to help you live salary vh Florida panther habitat, they else apply t0 Ilving with more cammony encountered xiltllrce. Including racoons, Snakes, bears and olllgatofs. L Be alert from dusk'tU dawn (and whenuvcr doer are attire) Florida panthers primarily are ache at night Exercise more cou on at dawn. dusk Or dark. 2. Keep panther prey away Deer, raccoons, rabbits, armadillos and odd hogs are prey for the Florida panther. BY feeding deer or other wildlife, people Inadvertently may attract panthers. Do not leave potential wildlife food outside, such as unsecured garbage or pet food. Consider fencing vegetable gardens. 3. Keep pets secure Flee -manning pets, or pets that are tethered and unfenced, are easy prey to predators, including panthers. Bring pets inside a keep therm in a secure and covered kennel at night. Feeding pets outside also may attract raccoons and other panther prey, do not leave uneaten pet food available to wildlife. Keep yeurpcis sore end sooure BrMq pets tootle or keep mom (r a settee and tt»ered kemd et night Florida If you see a panther The Florida panther roves primariry at night. The chances of seeing a panther are slim. But it you live In Florida panther country, you need to know what to do 4 gall see one. yeti Keep children within sight and close to you, Pick up any small ehilciron so they don't panic and run, Try to do this without bending over or fuming away from the Florida panther, Kati 01" them space, Florida panthers typically will avoid a confrontation. Give them a way to escape. Do not run. Running may stimulate a panther's instinct to chase. Stand and race the animal. Make eye contact to let the panther know you are aware of its Presence. Avoid crouching or bending over. Squatting or bending makes you look smaller, resembling a prey - sized animal. Appear larger. Make gestures that Indicate you am not prey and that you may be a danger to the panther. Raise your arms. Open yourJacket, Throw stones, branches or whatever you can reach without pouching or turning your back. Wave your arms slowly Arid speak firmly in a loud voice. Fight back If attacked. There has never been a verified panther attack In Hondo. In western states, where attacks by cougars have occurred very rarely, potential victims have fought back successfully with rocks, sticks, caps, Jackets, garden tools and their bare hands. Since large cats usually try to bite the head or neck, try to remain standing and face the animal. 4. Keep damestic Iheetock secure Where practical, place cNtllens, goats, hogs or other livcslock in craloscd struclures of nlgtit. Electricfmdng can be an effective pmdator detenrenl. predatory b. 4ndscaps for scatty m Reove dense or low yang vegetationthat would provtdc tiding places for panthers and other animals near your house. ■ Remove plants that deer like to COL ■ Choose plants that do not attract deer O(other panther prey species. For information on plants that deer do not "to eat, visit edI&das.ud.edWUW137. • Appropriate fencing will make your yard or play area un'mvihng to prey animals such as deer. 8. Comider other dotanonb Outdoor IlgMirg, motion scissors and electricfencingalso may dater prey animals and panthers from entering your yard. Outdoor lighting also will make approaching pray end panthers mbre visAle to you. 7. Mike of bike vita a friendVRxm recreating outdoors. It's a good prralictt to Ibl friends or fanrniy know your "hereabouts And when you etpect to return. Better yet, take a friend with yea' ado 41 U f L� G p wa o " �� The Florida panther fs a subspetles of puma, also known as a mountain Ibis or cougar. It h Ne last 9UbspecCs still sU/Ytving H Ufa Casten UNLLd Slates. Tyne Florida panther's decline occurred prior to 19Bo, when it still was legal to hunt panthers. It was listed as endangered In 1967 and is protected antler federal and state laws. Inbreeding resulted 1•►r Florida panther numbers declinedto roughly 30 Is by the cony 1980s. Severe in marry health and physical problems. A genetic restbration project in 1995 eras successful in improving the genetic health and vigor of the panther population. P:Wctive_Projects\P-ABCP-009\001 Bri�phtshore_West\Iteports 24 Florida panthers are found primarilyin the Big CypressJEvcrglodes ecosystem In Collier, Lee. Hendry, Maraca and Miami Dade counties. Florida panthers' home range sizes vary by sex and hi' Individual, Female home ranges are typically60.75 square miles wtaroas moles ore typically160.200 square macs. A guide to living with rluto Panthers f✓. MyFWC.com/Panther �n Florida pamhers are tan, not black. The common confuson about their color Is tlkely due to Ne tact Not Jaguars and leopards haw block color erases and frequently are called panthers. The confusion arises because panther is the name for pumas in Flaida as well as the name of these other large black cats. The biggest threat to the future of the Flodda panther Is habitat loss. A number of panthers also rile each year due to vehicle strikes on roadways. The Florida panther was chosen as the State AnhnaI of Florida in 1982 by a vote of elementary schooI students throughout the state. —ri I`ve i ! �7,5-1l FloridaPanlherRange i),.1 (�a;-, . known Breednyt Rene '�:�: Conarmcd Pnescrco of Mays .C�loosdwtchee River ono Lake Okeechobee 10 ,tar. - >1r�MnM[MeWY N•rt•.�il �f wi�f.�r WrruNa,, W,vJiNfr.M1e,,.wn !.r,'Kx r•..rrv. 1. lw.o�n.uw l.ue n.«.rarra !..r. M1V f'sMWl.f'^• Ia, W •M✓.rN M• fwe.nW G,rrY.ur, rrmnl.ev MyT.ew taf r., r.nly M,M •., r.l�! r�, R.N�n.n APPENDIX G EASTERN INDIGO SNAKE GUIDANCE P:\,Active_Projects\P-ABCP-009\001_Brightshore_West\Reports 25 Photo; Dirk Stevenson PFF ATTENTION: THREATENED EASTERN INDIGO SNAKES MAY BE PRESENT ON TH IS SITE e ! IF YOU SEE A LIVE EASTERN INDIGO SNAKE ON THE SITE: • Cease clearing activities and allow the eastern indigo snake sufficient time to move away from the site without interference. • Personnel must NOT attempt to touch or handle snake due to protected status. • Take photographs of the snake, if possible, for identification and documentation purposes. • Immediately notify supervisor or the applicant's designated agent, and the appropriate U.S. Fish and Wildlife Service (USFWS) office, with the location information and condition of the snake. • If the snake is located in a vicinity where continuation of the clearing or construction activities will cause harm to the snake, the activities must halt until such time that a representative of the USFWS returns the call (within one day) with further guidance as to when activities may resume. IF YOU SEE A DEAD EASTERN INDIGO SNAKE ON THE SITE: • Cease clearing activities and immediately notify supervisor or the applicant's designated agent, and the appropriate USFWS office, with the location information and condition of the snake, • Take photographs of the snake, if possible, for identification and documentation purposes. • Thoroughly soak the dead snake in water and then freeze the specimen. The appropriate wildlife agency will retrieve the dead snake. USFWS Florida Field Offices to be contacted if a live or dead eastern indigo snake is encountered: North Florida Field Office — (904) 731-3336 Panama City Field Office — 185017691,10552 South Florida Field Office — (772) 562-3909 Killing, harming, or harassing indigo snakes is strictly prohibited and punishable under State and Federal Law. DESCRIPTION: The eastern indigo snake is one of the largest non -venomous snakes in North America, with individuals often reaching up to 8 feet in length. They derive their name from the glossy, blue -black color of their scales above and uniformly slate blue below. Frequently, they have orange to coral reddish coloration in the throat area, yet some specimens have been reported to only have cream coloration on the throat. These snakes are not typically aggressive and will attempt to crawl away when disturbed. Though indigo snakes rarely bite, they should NOT be handled. SIMILAR SNAKES: The black racer is the only other solid black snake resembling the eastern indigo snake. However, black racers have a white or cream chin, thinner bodies, and WILL BITE if handled. LIFE HISTORY: The eastern indigo snake occurs in a wide variety of terrestrial habitat types throughout Florida. Although they have In preference for uplands, they also utilize some wetlands and agricultural areas. Eastern indigo snakes will often seek shelter inside gopher tortoise burrows and other below- and above- ground refugia, such as other animal burrows, stumps, roots, and debris piles. Females may lay from 4 - 12 white eggs as early as April through June, with young hatching in late July through October. PROTECTION: The eastern indigo snake is classified as a Threatened species by both the USFWS and the Florida Fish and Wildlife Conservation Commission. "Taking" of eastern indigo snakes is prohibited by the Endangered Species Act without a permit. "Take" is defined by the USFWS as an attempt to kill, harm, harass, pursue, hunt, shoot, wound, trap, capture, collect, or engage in any such conduct. Penalties include a maximum fine of $25,000 for civil violations and up to $50,000 and/or imprisonment for criminal offenses, if convicted. Only individuals currently authorized through an issued Incidental Take Statement in association with a USFWS Biological Opinion, or by a Section 10(a)(1)(A) permit issued by the USFWS, to handle an eastern indigo snake are allowed to do so. :�ttctst r, zot P:\Active_Proj ects\P-AMP-009\001 _B rightshore_W est\Reports 26 APPENDIX H AMERICAN ALLIGATOR MANAGEMENT SIGNAGE P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports 27 2' MAX DO NOT HARASS THE I AMERICAN ALLIGATOR I FLORIDA LAW PROHIBITS THIS BEHAVIOR AND IS PUNISHABLE BY A I $500 FINE AND / OR 60 DAYS IN JAIL. AMERICAN ALLIGATOR SIGN NOTES: 1. 2 SF MAXIMUM SIGN AREA 4' MAXIMUM SIGN HEIGHT 3. IF THE WORDING ON THE SIGNAGE DIFFERS FROM LANGUAGE ABOVE, CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER AND COLLIER COUNTY PRIOR TO SIGN FABRICATION OR INSTALLATION. 4. THE BOUNDARY OF THE LAKES AND PRESERVED WETLANDS SHALL BE POSTED WITH APPROPRIATE SIGNAGE IDENTIFYING THE AREA AS HABITAT SUITABLE FOR ALLIGATORS. THE ALLIGATOR SIGNAGE SHAH BE POSTED ADJACENT TO STORMWATER MANAGEMENT LAKES AND PRESERVED WETLANDS IN COMMON AREAS WHERE THE GREATEST POTENTIAL FOR PUBLIC INTERACTION WITH THE ALLIGATOR EXISTS, TYPICAL AMERICAN ALLIGATOR SIGN N.T.S. P:\Active_Projects\P-ABCP-009\001_Brightshore_West\Reports 2 O NIM DOCUMENTS Neighborhood Meeting Summary Brightshore Village SRA (PL-20210001067) April 27, 2022, 5:30 PM Collier County UF/IFAS Extension 11700 Immokalee Road, Multi -Purpose Room Naples, FL 34120 The NIM was held for the above referenced petition. The petition is described as follows: SRA.-PL-20210001067 - A petition to establish a Stewardship Receiving Area (SRA) in the form of a Village. Brightshore Village Stewardship Receiving Area (SRA) is located in eastern Collier County in portions of Sections 18 and 19, Township 47 South, and Range 28 East. Brightshore Village SRA ("Village") contains a total of 681.5:h acres. The Village is located north of Immokalee Road, northeast of the intersection of Red Hawlc Lane and Immokalee Road. The SRA allows for a maximum of 2,000 dwelling units (2.935 dwelling units per gross acre); a minimum of 106,000 square feet, with a maximum 120,000 square feet, of retail and office uses; and a minimum of 20,000 square feet of civic, government, and institutional uses. Note: This is a summary of the NIM. An audio recording is also provided. Property Owner: Hogan Farms, LLC Applicant: Barron Collier Companies Attendees on Behalf of the Applicant: Richard Yovanovich, Esq., Coleman, Yovanovich &Koester, P.A. Bob Mulhere, FAICP, Hole Montes, Inc. Ellen Summers, AICP, Hole Montes, Inc. Norman Trebilcock, AICP, PTOE, PE, Trebilcock Consulting Solutions, PA John English, PE, LEED, AP, Peninsula Engineering Chris Scott, AICP, Peninsula Engineering Bruce Layman, PWS, Peninsula Engineering There were no members of public physically in attendance, and one member of the public in attendance via Zoom. Mr. Mulhere started the presentation by introducing himself and the other consultants. He then provided a brief history and overview of the project. Following Mr. Mulhere's presentation there was one question from the Zoom participant, related to an adjacent Fire Station. The meeting concluded at approximately 5:45 PM. Page 1 of 1 H:\2021\2021029\SRA\Initial\NIM\NIM Summary (5-2-2022).docx Published Daily Naples, FL 34110 HOLES MONTES ASSOCIATES INC 950 ENCORE WAY #200 NAPLE, FL 34110 ATTN Affidavit of Publication STATE OF WISCONSIN COUNTY OF BROWN Before the undersigned they serve as the authority, personally appeared who on oath says that they serve as legal clerk of the Naples Daily News, a daily newspaper published at Naples, in Collier County, Florida; distributed in Collier and Lee counties of Florida; that the attached copy of the advertising was published in said newspaper on dates listed. Affiant further says that the said Naples Daily News is a newspaper published at Naples, in said Collier County, Florida, and that the said newspaper has heretofore been continuously published in said Collier County, Florida; distributed in Collier and Lee counties of Florida, each day and has been entered as second class mail matter at the post office in Naples, in said Collier County, Florida , for a period of one year next preceding the first publication of the attached copy of advertisement and affiant further says that he has neither paid nor promised any person, or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. 4/11/2022 Subscribed and sworn to before on April 11th, 2022 otary; State My commis untwbf Brown PUBLICATION COST: $1,008.00 AD NO: GCI0862094 CUSTOMER NO: 530712 PO#: PUBLIC NOTICE AD SIZE: DISPLAY AD W/ MAP 3XI0 NANCY N EYR MAC Notary Public State of Wisconsin The public is invited to attend a neighborhood information meeting held by Robert J. Mulhere, FAICP, President of Hole Montes, Inc. and Richard D. Yovanovich, Esquire, of Coleman, Yovanovich and Koester, P.A. on behalf of the property owner at the following time and location: Wednesday, April 27, 2022 at 5:30 p.m. Collier County OF/IFAS Extension 14700 Immokalee Road, Multi -Purpose Room Naples, FL 34120 The following formal application has been made to Collier County: SRA-PL-20210001067 - A petition to establish a Stewardship Receiving Area (SRA) in the form of a Village. Brightshore Village Stewardship Receiving Area (SRA) is located in eastern Collier County in portions of Sections 18 and 19, Township 47 South, and Range 28 East. Brightshore Village SRA ("Village") contains a total of 681.5 ± acres. The Village is located north of Immokalee Road, northeast of the intersection of Red Hawk Lane and Immokalee Road. The SRA allows for a maximum of 2,000 dwelling units (2.935 dwelling units per gross acre); a minimum of 106,000 square feet, with a maximum 120,000 square feet, of retail and office uses; and a minimum of 20,000 square feet of civic, government, and institutional uses. Subject to � KTS Immokalee Road �� �i. a 0 V O� Location Map Brightshore Village SRA WE VALUE YOUR INPUT Business and property owners, residents and visitors are welcome to attend the presentation and discuss the project with the owners and Collier County staff. Zoom is being provided as an option to those electing not to attend the meeting in person. However, if technical difficulties arise with Zoom, the technical difficulty will not be grounds to invalidate the meeting. If you would like to participate via Zoom or view a video of the meeting, please email us at NeighborhoodMeetinq@hmeng.com and we will send a link of the video. You may also email any comments or questions to NeighborhoodMeetinq@hmeng.com. Please reference Brightshore Village SRA in subject line.. Robert J. Mulhere, FAICP, President/CEO, Hole Montes, Inc., 950 Encore Way, Naples, FL 34110 Phone: 239-254-2000, email: bobmulhere@hmeng.com NEIGHBORHOOD INFORMATION MEETING BRIGHTSHORE VILLAGE SRA (PL-20210001067) WEDNESDAY, APRIL 27, 2022 AT 5:30PM PLEASE PRINT CLEARLY ***��ease be advised*** The information on this sheet is to contact you regarding this project and future public meetings. Under Florida law, a -mail addresses, phone numbers and certain home addresses are public records once received by a government agency. If you do not want your e-mail address, phone number or home address released if the County receives a public records request, you can refrain from including such information on this sheet. You have the option of checking with the County staff on your own to obtain updates on the project as well as checking the County Web site for additional information. Name Address City, State Zip &Mail Address NO MEMBERS OF THE PUBLIC ATTENDED IN PERSON RM HOLE MONTES ENGINEERS • PLANNERS • SURVEYORS 950 Encore Way • Naples, Florida 34110 • Phone 239.254,2000 • Fax: 239.254.2099 April 1132022 Re: Brightshore Village SRA (1LL-20210001067) HM File No. 2021.029 Dear Property Owner: Please be advised that Robert J. Mulhere, FAICP, President of Hole Montes, Inc. and Richard D. Yovanovich, Esquire of Coleman, Yovanovich and Koester, P.A. on behalf of the property owner, have filed the following application to Collier County: SRA-PL-20210001067 - A petition to establish a Stewardship Receiving Area (SRA) in the form of a Village. Brightshore Village Stewardship Receiving Area (SRA) is located in eastern Collier County in portions of Sections 18 and 19, Township 47 South, and Range 28 East. Brightshore Village SRA ("Village") contains a total of 681.5 acres. The Village is located north of Immokalee Road, northeast of the intersection of Red Hawk Lane and Immokalee Road. The SPA allows for a maximum of 2,000 dwelling units (2.935 dwelling units per gross acre), a minimum of 106,000 square feet, with a maximum 120,000 square feet, of retail and office uses; and a minimum of 20,000 square feet of civic, government, and institutional uses. In compliance with the Land Development Code requirements, a Neighborhood Information Meeting will be held to provide you an opportunity to hear a presentation about this petition and ask questions. The Neighborhood Information Meeting will be held on Wednesday, April 27, 1022 at 5:30 p.m. at Collier County UF/IFAS Extension, 14700 Immokalee Road, Multi- purpose Room, Naples, Florida 34120. Zoom is being provided as an option to those electing not to attend the meeting in person. However, if technical difficulties arise with Zoom, the technical difficulty will not be the grounds to invalidate the meeting. If you would like to participate via Zoom or view a video of the meeting, please email us at NeighborhoodMeeting,(cr�hmen .com and we will send a link of the video. You may also email any comments or questions to NeighborhoodMeeting@bmeng.co Please reference Brightshore Village SRA in subject line. Very truly yours, HOLE MONTES, INC. Robert J. Mulhere, FAICP President/CEO UM/sek Naples •Fort Myers AFFIDAVIT OF COMPLIANCE I hereby certify that pursuant to Ordinance 200441, of the Collier County Land Development Code, I did cause the attached newspaper advertisement to appear and I did give notice by mail to the following property owners and/or condominium and civic associations whose members may be affected by the proposed land use changes of an application request for a rezoning, PUD amendment, or conditional use, at least 15 days prior to the scheduled Neighborhood Information Meeting. For the purposes of this requirement, the names and addresses of property owners shall be deemed those appearing on the latest tax rolls of Collier County and any other persons or entities who have made a formal regz�est of the county to be notified. The said notice contained the laymen's description of the site property of proposed change and the date, tune, and place of a Neighborhood Information Meeting. Per the attached letters, property owner's list, and copy of newspaper advertisement which are hereby made a part of this Affidavit of Compliance. (Signature of Applicant) STATE OF FLORIDA COUNTY OF COLLIER The foregoing Affidavit of Compliance was acknowledged before me this 1 ltl' day of Apri12022 by means of '• physical presence or online notarization, by Robert J. Mulhere, FAICP, President/CEO of Hole Montes, Inc., who is personally known to me �, or who has produced Signature sk as identification. Notary Public �iP A\ro'� Printed Name of Notary (Notary Seal) STEPHANIE KAltOI r �: Notary Public -State of Flatid� o`° Commission N GG 965839 F� My Comm. Expires Mar 9, 2024 Bonded through National Notary Assn. H:\2021\2021029\SRA\Initial\NIM\Affidavit of Compliance (4-11-2022).doc The public is invited to attend a neighborhood information meeting held by Robert J. Mulhere, FAICP, President of Hole Montes, Inc. and Richard D. Yovanovich, Esquire, of Coleman, Yovanovich and Koester, P.A. on behalf of the property owner at the following time and location. Wednesday, April 27, 2022 at 5:30 p.m. Collier County OF/IFAS Extension 14700 Immokalee Road, Multi -Purpose Room Naples, FL 34120 The following formal application has been made to Collier County: SRA-PL-20210001067 - A petition to establish a Stewardship Receiving Area (SRA) in the form of a Village. Brightshore Village Stewardship Receiving Area (SRA) is located in eastern Collier County in portions of Sections 18 and 19, Township 47 South, and Range 28 East. Brightshore Village SRA ("Village") contains a total of 681.5 t acres. The Village is located north of Immokalee Road, northeast of the intersection of Red Hawk Lane and Immokalee Road. The SRA allows for a maximum of 2,000 dwelling units (2.935 dwelling units per gross acre), a minimum of 106,000 square feet, with a maximum 120,000 square feet, of retail and office uses% and a minimum of 20,000 square feet of civic, government, and institutional uses. IdL���«IJ �'1711'.1I►17��� Business and property owners, residents and visitors are welcome to attend the presentation and discuss the project with the owners and Collier County staff. Zoom is being provided as an option to those electing not to attend the meeting in person. However, if technical difficulties arise with Zoom, the technical difficulty will not be grounds to invalidate the meeting. If you would like to participate via Zoom or view a video of the meeting, please email us at N� ei�hborhoodMei?tirq,Qhm6nq,com and we will send a link of the video. You may also email any comments or questions to I 1 ibowl betinqhmeng.coffin Please reference Brightshore Village SRA in subject line.. Robert J. Mulhere, FAICP, President/CEO, Hole Montes, Inc., 950 Encore Way, Naples, FL 34110 Phone: 239-254-2000, email: bobmulhere®hmeng.com 72ND GOLDEN GATE LLC 14838 TYBEE ISLAND DRIVE NAPLES, FL 34119---0 ARMSTRONG, WILLIAM & VIRGINIA 3418 W WEAVER RD HAMPTON, VA 23666---3816 BARBARA F JONES TRUST 3000 COUNTY BARN RD NAPLES, FL 34112---5438 BARRON COLLIER P'SHIP LLLP 2600 GOLDEN GATE PKWY # 200 NAPLES, FL 34105---3227 BARRON COLLIER P'SHIP LLLP 2600 GOLDEN GATE PKWY # 200 NAPLES, FL 34105---3227 ' BEAR HAMMOCK GROVE LLC 1331 CO1V1Ib1ERCE DR LABELLE, FL 33935---3005 09 [9/09 [0 AJaAV 39M algltedwoo ww lg x ww 5jenol ap attanbit� d or 09[9/09G5o hJaAV utim algltedwoo „g/5 z x c, ozls lagel ABITBUL, YENIS FOYO OREN ABITBUL 930 GOLDEN GATE BLVD E NAPLES, FL 34120---0 I ATKINSON, PORFIRIO G & MARIA H CARLSON, ADELINE C JOHN M & JACQUELINE C CARLSON 20811 SW 248TH ST HOMESTEAD, FL 33031---1501 DIPCHAN, ANGELA DAVANI CUMMINS 3768 KE^IT DR NAPLES, FL 34112---0 pop t, $TRAPA:.� t:jc . 4�t� r4 1 9020 FRIE'f�ibS�T9P NAPLES; Ft_ 3412�LN 0---0 EST RADA, OC1:��V10 C 8030 FRIENDSHIP LN NAPLES, rL 341. 0---'t853 160 BRYAN AVE i LABELLE, FL 33935---0 BARRON COLLIER PARTNERSHIP 2600 GOLDEN GATE PKWY STE 200 j ! NAPLES, FL 34105---3227 j BARRON COLLIER P'SHIP LLLP 2600 GOLDEN GATE PKWY # 200 NAPLES, FL 34105---3227 i i ! BCF/NORTH COLLIER FIRE RESCUE 1885 VETERANS PARK DR NAPLES, FL 34120---1355 i BO 1TONI, GINO PERSICHILLI ET Lo ORLANDO 1.4 LAWRENCE HILL RD HUNTINGTON, NY 11743---3114 i CARLSON, ADELLNE C JOHN M & JACQUELINE C CARLSON 20811 SW 248TH ST HOMESTEAD, FL 33031---1501 I; I EARL G HODGES FAM TRUST 2140 COACH HOUSE LN .,NAPLES, Fl_ 34105--,2713 ESTRADA JR, 0CTAVI0 ( IRMA ESTRADA . 8030 FRIENDSHIP LN NAPLES, FL 34120---4853 cERNANDEZ, ERNEST F ALVAREZ, JOSE MANUEL & MARIBEL 7256 JACARANDA LN MIAMI LAKES, FL 33014---0 AUGUSTUS A CHESTER REV TRUST 2615 72ND AVE NE NAPLES, FL 34120---2743 BARRON COLLIER PARTNERSHIP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 BARRON COLLIER P'SHIP LLLP 2600 GOLDEN GATE PKWY # 200 NAPLES, FL 34105---3227 BEAR HAMMOCK GROVE LLC 1331 COMMERCE DR LABELLE, FL 33935---0 BRENTWOOD HOLDINGS LIMITED i PARTNERSHIP 95 NORTH COUNTY ROAD PALM BEACH, FL 33480---0 tKNtJI J I-tKNHIVUtL ' . 25317 HANOVER ST - DEARBCIRN HEIGHTS; M; 48125---1835 ! i i label size V x.2 5/8" compatible with Avery 05160/8160 Etiquette de format 25 mm x 67 mm compatible avec Avery `15160/8160 CHAVA LANE INVESTMENTS l_LC 5911 STAR GRASS LN NAPLES, FL 34116---0 ELLIOTT, LINFORD DOROTH Y ELI_IOTT 3470 27 T H AVE NE NAPLES, FL 34120---1509 ESTRADA, LAURA 8030 FRIENDSHIP LN NAPLES, FL 34120---4853 FUNK, CARISSA E & CHRISTIAN K 275172ND AVE NE NAPLES, GAETANO TARARA JR TRUST 3118 SPANISH TRL DELRAY BEACH, FL 33483---0 GOMEZ, EDILMA FRESIA E URDANETA 19435 E LAKE DR H IALEAH, FL 33015---2215 GUEMESIF AIVA L 7306 SEAN LN N FT MYERS, FL '33917---3321 • HARDMAN, PAUL H ELSA E HARDMAN 1020 PALM VIEW DR APT C-205 NAPLES, FL 34110111*--0 JIMENEZ, ANGELINA MARIA 550 N 19TH ST LOT 74 IMMOKALEE, FL 344142---0 -I LEDGISTER, RICHARD L VORST E LEDGISTER 14690 SW 41ST ST MIRAMAR, FL 3'3027---3705 • LINDSEY, ASHLEY ELIZABETH ' 256177_ND AVE NE • NAPLES, FL 34120---0 I i MALONEY, TIMOTHY KELLY REITES PO BOX 8312 NAPLES, FL 34101---3742 MARY ANN SA'i-1ERW1-i(TE TRUST . PO BOX 94 ' BRADFORD, PA 16701--11,94 MONTANA, NAT.ALIA • LUIS FERNANDO �vIONTAPJA . - NUBI:A GARCIA 2393 72ND AVE NE NAPLES, FL 34120---0 1 4 1 091.2/09> '@ faaAV oaA*e alq!lpdwao ww Lg x u Lu gz lewioj ap attanpltl 09112/09 [go AJaAV UtIpA alq!f> dLi «8/9 z X G ozls lagq GARCIA, NORMA i 2665 72ND AVE NE l NAPLES, FL 34120----2743 1 ,1 l 1 I 1 1 I 1 I I 1' GONZALEZ, YEANLIEN CHEDIAK l II YUDIER DIAZ ARAGON 240172ND AVE NE 1 1 NAPLES, FL 34120---0 I l ;1 11 1 1 GULL.BRANTS, NANCY 45 CAMBO ST ' i i • BROCTON, MA 02301---6425 ,I I 'I I, HERNANDEZ, ELBIS .1, 1 1 3575 31ST AVE NE 1 ' _ NAPLES, FL 34120---0 I I'. I I' .I 1, I I JONES, VALMORE 1 : HAZEL WYNTER-JONES 1 1 267172ND AVE NE NAPLES, FL 34120---•0 I I i . LEVY TR, MAX i ! 1 MAX LEVY REV/TR 10/8/91 1 I I' 1 661 N BARFIELD DR MARCO ISLAND, FL 34145---1002 1 I' I , ill li MADERA,.SERGIO & GLORIA SONIA MADERA I ' ' SERGIO E MADERA j 4117 SW 22ND .�Ttit FORT LAUDERDALE, FL 33317---6710 Ili �i 1 MALONEY, TIMOTHY P PO BOX 8312 NAPLES, FL 34101---8312 I! 1 I I I. I l _ MA .. i . 1 MARY ANN SATTERWHITE TRUST : I •. PO BOX94 . BRADFORD, PA 16701---94 1 � 1. .I l I •- I I' �I I l MORELL, K.ATHERINE ROMAN EDWIN DIAZ RUIZ 2643 72ND AVE NE NAPLES, FL 34120---0 I � I I' I I 1 I ' I label size 1" x 2 5/8" compatible with Avery 05160/8160 Etiquette de format 25 mm x 67 mm compatible avec Avery 6160/8160 a r GOLDSMITH, BARBARA L MATTHEW J HEMPLING 96 WOODLAWN AVE EAST MORICHES; NY 11940----0 GRINOVERO, JOSE 2111 TAN BARK LN FT LAUDERDALE, FL 33312---0 HALASCHAK, CHRISTOPHER 1022 GROVE DR NAPLES, FL 34120---0 HOGAN FARMS LLC 2600 GOLDEN GATE PARKWAY NAPLES, FL 34105---0 KELLER EST, BARBARA M 174 DALTON AVE Pll-iSFIELD, MA 01201---0 LIL ROCI< INC 3535 3RD AVE SW NAPLES, FL 341.17---0 MALONE,.JR RICHARD F & l_IGIA , 2463 7"LND AVE NE - N.APLES,"FL 34120---2839 MARY ANN SATTERWHlTE TRUST PO BOX 94 BRADFORD, PA 16701---94 'ANN SATTERWHITE TRUST• �• PO BOX 94 BRADFORD, PA 16701---94 NE(5GN ET UX, HARVEY A 1717 KODA N(:�REN;GO, IL 60152---0 I OM/09 Leo hJaAV oaAt algltvedwoo ww lg X ww 9Z Ma01 op attani Ill - 09 1.8/0919g AJany utlm algltEdwoo <<S/5 7, X III azls lagal OLVERA,:.NICOLAS OSPINA, VJOHANNA HERNANDEZ PAWLECKI, PATRICKJ & ROSALINA MARIA GUADALUPE ANDRES CAMILO LARA MAHECHA 10304 BRIDGEWOOD ST 1395 SANCTUARY RD 9430 MARINO CIR APT 205 PERRYSBURG, OH 43551---3612 NAPLES, FL 34120---0 NAPLES, FL 34114---0 i RAMIRES, J CARLOS RAMIREZ, J CARLOS & GUADALUPE RANASINGHE, CHATURANI 2333 SANCTUARY RD 2333 SANCTUARY RD 5182 TALLOWOOD WAY NAPLES, FL 34120---4847 NAPLES; FL 34120--- 4847 NAPLES, FL 34116 --- 0 I I I I RANASINGHE, NADESHA RIVAS, ARACELI RODRIGUEZ, ADRIAN MAGANA 12149 SW 135TH TER 2809 52ND ST SW 3998 12TH AVE NE MIANII, FL 33186---0 LENIGH ACRES, FL 33976---0 NAPLES, FL 34120 --- 0 I I I I ROGERS, TAJ & CASANDRA SANCHEZ, ADALBERTO SANCHEZ, ESTEBAN R & BLANCA M 5002 LILLIAN ST 15 CAMINO BRONCE P 2375 72ND AVE NE HOUSTON, TX 77007---0 ! BROWNSVILLE, TX 78521---0 NAPLcI:), Ft. 34120--- 2741 I ; i I i SILVA, MIGHEL ANGEL SKINNER, JESSE H SOUTH FL WATER MGMT DIST 3560 SACRAMENTO WAY 2332 SANCTUARY RD ATTN: LAND MGMT 'NAPLES, FL 34105---0 NAPLES, FL 34120--- 4845 3301 GUN CLUB RD i WEST PALM BEACH, FL 33406---0 I ; I i TARQUINO, FRED TIANCI LLC ; . TIMO, GIANNA 2267 ROU i E 22 8401 LAUREL LAKES BLVD 2749 72KID AVE NE PATTERSON, NY 12563---6211 NAPLES, FL 34119---0 NAPLES, FL 34120 --- 0 i VARUGHESE, ISSAC & CHINNAMMA VIJANTI POKHAN REVOCABLE TRUST VIJANT► FOKHAN REVOCABLE TRUS i 2051 NW 107TH AVE 7145 40TH ST NE 7145 40TH ST NE SUNRISE, FL 33322---3526 NAPLES, FL 34120 --- 0 NAPLES, FL 34120---2635 I VLADISAULJEVIC, PETER VU, FRANCIS HUY WYNTER, HAZEL I 4132 PRESCOTT AVE TRI HUY VU 2031 SW 104TH AVE LYONS, IL 60534---1536 10339 AMBERWOOD CIR MIRAMAR, FL 33025--4764 FOUNTAIN VALLEY, CA" 92709%AA 5237 Corkscrew Island Golden Gate Estates Area Civic Corkscrew Civic Association ! Neighborhood Association, Inc. 7000 Big Island Ranch Road Association, Inc. 2631 4t" Street NW Naples, FL 34120 7102 Street SE Naples, FL 34120 Naples, FL 34120 I i i label size 1" x 2 5/3" compatible with Avery 05160/8160 ` Etiq'uette de format 25 mrn x 67 mm compatible avec Avery °5160/8160 SIGN POSTING INSTRUCTIONS (CHAPTER 81 COLLIER COUNTY ADMINISTRATIVE CODE FOR LAND LEVELOPMENT) A zoning signs) must be posted by the peon of the petitioner's agent on the parcel for a minimum of fifteen (15) calendar days in advance of the first public hearing and said sign(s) must be maintained by the petitioner or the petitioner's agent through the Board of County Commissioners Hearing. Below are general guidelines for signs, however these guidelines should not be construed to supersede any requirements of the LDC. For specific sign requirements, please refer to the Administrative Code, Chapter 8 E. 1. The signs) must be erected in full view of the public, not more than five (5) feet from the nearest street right-of-way or easement. 2. The sign must be securely affixed by nails, staples, or other means to a wood frame or to a wood panel and then fastened securely to a post, or other structure. The sign may not be affixed to a tree or other foliage. 3. The petitioner or the petitioner's agent must maintain the sign(s) in place, and readable condition until the requested action has been heard and a final decision rendered. If the sign(s) is destroyed, lost, or rendered unreadable, the petition or the petitioner's agent must replace the sign(s), NOTE: AFTER THE SIGN HAS BEEN POSTED, THIS AFFIDAVIT OF POSTING NOTICE SHOULD BE RETURNED NO LATER THAN TEN (10) WORKING DAYS BEFORE THE FIRST HEARING DATE TO THE ASSIGNED PLANNER. ----------------------------------------------------------------------------- AFFIDAVIT OF POSTING NOTICE STATE OF FLORIDA COUNTY OF COLLIER BEFORE THE UNDERSIGNED AUTHORITY, PERSONALLY APPEARED ROBF_RT J. MULHERE, FAICP, PRESIDENT/CEO WHO ON OATH SAYS THAT HE/SHE HAS POSTED PROPERTY NOTICE AS REQUIRED BY SECTION 10.03.00 OF THE COLLIER COUNTY LAND DEVELOPMENT CODE ON THE PARCEL COVERED IN PETITION NUMBER PL-20210001067. u Robert J. Mulhere�FAICP, Presid,ent/CEO NA�TYPED OR PRINTED STATE OF FLORIDA COUNTY OF COLLIER Hole MontesInc.950 Encore Way STREET OR P.O. BOX Naples, FL 34110 CITY, STATE ZIP The foregoing instrument was sworn to and subscribed before me this 19t" day of September 2022, by means of physical presence or online notarization, by Robert J. Mulhere, FAICP, PresidenuCEO, who is personally known to me or who has produced as identification and who did/did not take an oath. 'irY'v�•.,. STEPHANVE KAROL ;�,• `• �� ; Notary PuMir. State pf Florida _•`�' �' Commission � GG 9�5a3� !y My Comm, Expires Mar 9, 2024 Bonded through National Notary Assn, Signature of Notary Public Printed Name of Notary Public (Stamp with serial number) t , ` :;K't% r Aid %- p� _ ; -` -w.� .\S �f- q �.' 9r•• �yi-�i •,r r•- 17 . 't tir '/.••{{r7!r� ,r �5:: 1:'�.- •%, ♦• '1r .s : �-}tJ-T'_7.;3i 'ri 1 _ ~r 1,� -'.. _ 1 yr•-.7 �, rt.l. �•. } t �� I - ! rf; r 7 n• �. �i ,. •} .I. :!j. .''. ' `wdo o f '.` : •7"• !t�'a-�y:I'; �' •` s +�, , •7., r. .r,.. �11�. .f,,..y ► j2. ,,. th _ fv ' '" f� f, /. 4 �\+�• ,� `.��y �+ yY{ ,r .� `:'..S• ,! -t••I` i F.-r.y.� • a, y" �1� I.-;w�.• r. ,: ,r 'f- '� (/ '•�`G �f-'t'7., �•/� t f�11'•••. ••f i .�s. •y"�, �.�yjy,�.: �� -tL '•► 1. �t' '� -� Massa r, Y oral I i�j r.-/� ..3 �i°r''s R�. \.?• i :nv\••j. ,' r}! �ar I.�k+. i • I�R` �! �r �^Or �)' 7.�••t • Yr•`�.•-?•c'=r, •��►.t' - L' s i _1r �l. ��i t'� Ims.' •D _7{ • ;I� ofN! f.. < +17� h•�saw �' /' f' r /'L�'•�_ y.." x^1,%+A� 7aN .;r. .i +'F'M f�. ,�`: •r `�M �y„ v::�h!! V �' t l .f `. �. L`+ •� .�y.- •.• T ! •,'wr .T .�.�, .�; _ ♦�i,�• �. 11 it!r- !'A;•• �y:.•.!'"�., `,`j' A, '_ �? ,1�� ,,, `�' _ .;T.-,- ,:-f-'`C.- "�• -'�'., �''l �q��!�,,`/;C• r _ Ya#�3•=sat fp. S .�._'? k'. i• t,'��,• C �` > �. ri2'f'!�.7 .'r -� '�ii. 1 .►� w } f- fVI �� [��t \'�i1G ' �� i :'� q�t �•^� :i' '1'.1 �l" �•' r y 7-`f :+ .il �� �,� :.,�,(i�, �Mae If i • Yzl� Fi .� ti f 7��y,1yif I \7 h-� a ",•-.a �' �� w All I..•' drd..� f'jy.`.L 4• a W. • Am Nis R:" �r1J1q. 1j, y�; �& AIRAdd- la• vJ iti •�{"i�V:+w+.'L�'ii• `i .w"'.aL 'sh. �� C 11;,. •. if III_ \ K' y.. fId,- yG.._IiKS".` .•.�'• -' ,t-,\��."��- MN it: A.., A `S did a. y J ' f • •re -. •-:l *,192M �� ..., 4 \ :-.i ;t- .�• ay ..`I{'%' . . � .,r . },' •SC : %" 'rad, . - _ ,y �� i `c 1. s r, > GAF �•_I}If ,Ju • ik._Yy , t , . r� yf�•` �' • �µ �•� mr,`�!: �: A 3� r' :. t`i �,�G • �.r �.� ..:� tj�/ L r `r4j i����y`'r :-' 7' +A.�d7sG t•►, ��y{< ♦j `'ia!ej.�^i�',. :� } Q `.yty ,p-- l t, - �•.f� ��•'• f�` r.t� ^'�,t"`�as ��',.�1 did 4' t.+1 ,.tr. w�• am, Off a..•%c..: �.t7hx Amus. �1 '��i ` t `�r�` .. (�. �• �. :rf�.".:' /� .,.: did w!�i.: >•F�r. - old •�^� _IIIII •-z. : '•-� fall •,0 1at ,,,`,. ll y,,. i .J k .\'I'm••.w. `';"tad [ a asY I ,�oi�oet Aid'- ..sl ..I "I r:f N� jmap' �d ti Snr `{ ""�l 7�'..�V�0514 flog 7r•'.: SfN.,E1 •�,i. t' - .7,r.. ; esT:' �.A r�r r: %[.�� ` . �'d'; w ' :Nl',. `i►j, ''•�,; .'�'�' -far•1 .{;. i r/ r' I f4�1' ,� �� "'1I 'ter::^ -sue q, AP if Aid i •3 .G 1+.t0s: 'S:A a.:� • -"�' �� h i,.-_ \ . •L �-T.T'� � ""'':.} 1 v,i��.••a, i If __.•r"• _c ',4, �p.•fi_-•i__•}". r` yam'1,•"•4_ir a ,w.i+„4a Im ��.4.CM ar-e�►. ��yi �i,�.,uil7:�- :L. �!i ;� —''► �. •'_r-,< i� •.a'J�`",'• ` . -``� w:• ff Jim , goldR,,, -IJImid '_ s. •M `,T _7 %C l`old ' . 3�.4+• 711.1 'a i1JN • y i`oy.I �: S . Ir< A x. \ ••\ •emu �'�if ' :.� i ad Jimr tWi :I •'li,.r�•�T �,' - • ? � `� �?_�'�-/r is"gtt -� We •i .If ` l c'Imm —`s`„� oil am,r. i7• `� i c`\1 1=` f . ~`+i• Jim ' sa�•7s of �t00 law. . _ _ If f' - .. Jim 6\ i9c° ; did lipfilm, ' ' ' ' a ,;;� \ Y . }..,. , �y}• Sp ad ov; Ap i,•'j �I 'all ; ^:.`lam dwOd t, agas ` =r`' �`' r r''i _-� ��x,oil �: J �c �� j 1 , ,$Y:;� 91 did IF x AgI % air la eld I N. -C . �i- _\ If 11m- r. `� III •!{' 41, •'E2'i • • , "i �.`,`-v.••: , 1- did diatmad" % as \U If tL:%bjt -r •� re, 0a Or \- fair ` ` sI I told mid4l"d Ida a "TIP 'jim If Ad far JI did Jr. Oder v kar, did I wis" - � ft aged I 'd, s If, —_.�>' �'=.� - :�, \ r--_ ��•� •� 'yam r ,If I ds ki _ImdI ap. ftz A— I Or III Ar/ _ �.� ' c ,i p , r r ! t MC ad ) ac '.lam farm If did. Jim — Or for is JILL As Ilo*v IV at Or, III firm. Rod As Or 4 as lob At mild, Am I Jim I ALq stair IF add Ad Jim "s I said falls gas 4 "'mm 41" Jim did I dal m- 0 as MOO : �', y; f _ - . `'{ G \ :.,_ /, 1 �`�• ,� if ' _ 4 : .eye i ; l ` `�. '•r< :! ♦ Jf sloagal •f\ !} h`.:/ �. • I �' w''!?/. %ram. .'r.. �Y, r. _ �� -rJ- r _Am '�' +a aL •� .rs,'r ±. - .;�,. •!.� *y �, .I r •'{` ,�;,'pyi_�,r},r!,, r,b��`,. 1's+.•H `+; •�i' •f� _ - 0% A ,� /,, armyam. - i r .• fS,. I-�a•�•• , \T' i•y; til`.' t�i • , - _As ! t eIf rft r I '_I i 'r ,, :, x __�tt x yiM��} w mot :: f. r•v� �rl�yg tJim +�, '..,,'''•t_'lr C 5 - ` : �j�•: - ,jl• _'t •may `i..+tom ' f.•. ,`(`- �j oft' wv, ,, x�- �`!4 .t �. �A�C'- ' •�1 .b • .�I'. are 7 -��a'e . ; w .r, A'�R� 1144 {-•y Am �•:`�._ i r: VT e a .`a `G''_ f 1 ` Yfmd—arm +� . • 1 �.+Ir-/ — =t'''r -' a .1 ., .�r'�'�. �•� .T {` •�z -( Is law, II00. Or to �K /_i I • '' `,T✓. '• •',. al .Y \•,v _.K. �• TT•. .•ram :\` '4L or Is 13 go doe N off Jim. md Am do* Is ad Jim All �,�,.,�� - II ay.� -s_� *A •, ads r I ONlam/ r''. a ,�: �� �►._ ^ `• \ C l 1 `7 �1flR - c L� 1" I far 1,_ _ �.r. % t' • 6 _'ic�a•'ls3r It P. ror Of- 114 'F-r iti.'f �+./1?r !1l �. ''1, IL Vd,I PPI 19 PP IV Pow s Av IV11 OP L 66 Old R /�� . 4 ' Or (06-.� ♦ _ tom- •R Los_ • \.Or 0 do Am"I'mor III ON U ALL Iwo om C Pm As Im ,• _'� Y-,`` ;1.-.��"�'''fir - pUBCCcLPpBIEC . • . _ .� ar - r�r ,.• TaeI GIOTHICOTTNSO ;+ •tit A 4._ 1 , - _ _ r,&,Z. - . ■ vp ow 0. Ir 41 M0000v NANCY GUNDLACH, AM William HTurner Collier County G Ov Jim i �• IF V Ir IS .10 OF odd I do 4 r L' • a _ �' •. r rIV ' it _ rgi�k • Ivor r Pit �-d. POP �� _ .14 oro, do� -5�% r�,�L` 7i'c'I It PLO VAN �<tiOX %1W _,u Or_ -7 I y, . 1 `y \ r'�i .1 ._ - - - VIP-•. ) �i .. :.do ,• '.• y. 4 I" f�.. ��.• -jr 'ram• v or VII WI I do am 'A 74k 6 doom • L , iowd ce- S ` ,\ + J •.•.�-, off. -% 0 it a ;r � , �`sC LORO \ � `'• r,S I ':,. It I Q• _ft, do C 14 l i wo tir old_14 Po VP OF do Or— adder. ` a a. " OO p o'er OPIL on. Or of a POP Jim Mom 00 awl 41he% PSI A am did ft am 0 do Op *A MVM �;. airi. �.,," ,a :Oc _ - 5 ,tip' ,� a' < . Al or POP .1' LIt 0 Am .,4; wl�. .Fr' Adz VIVO Am or V •�I VIP 0 NO p Os do A ow AL A- wow I Am PLO Oro Ilia o It IF v mid Pro Irh` i? r •C� Al �1 �•� ',a; rl•.�!,a�1i'p old SO oft ft, /y VIVO "�to yr• —• •r It IAN It Mw o �� MOW � fir• � - ✓,r:t. . .Im 14 , Y r ;IV ftoI 4 / t� , _ NO ..00ds.^ ' — 06 �AN, ` IV Or 4k • 00 `' OIL ti ' . , 1 ad ,+. i� .., lft P., _'',:• ' 1,1 t+l �^ ,,,'�-?r«a i . F♦ JWoolP? 'y. .►-•,' -'agga� ` *-�a.l� 1•t. av AtASIA '•`[r«�1 III amp or Sol 4 do 44% VA 1 ^ 'a doop.I y4 ,r',"'.1 -r♦_ �• ,"i �;!ia:. _ 2M r' VIA'}f -agalI •ood. _�. `- ,� _��."�' '�.too, .=. I go oft VA a Ago %ftzr� At Vol r ` a I .A e• _ ... YAd I Atli ' •• , ..,. .!. Z:�- ��_�Vol - ~ . fts y , lt,-•.-IV 4 : rat to/Jyy �-t 'lijt �: •.ter do I Ad f modob ♦. 1 �•` . kit good ` a' N t _ lop At A � jov d[\ �� _,Va. I I• aP so 0 1 r _ t +\7 N -of 4'=~�J L �N.Orir)k, Y'I VIA i SO4 IV, oft V'N • a* IV d1T i �al • A%#At `�� 1 ;i ' �': .�.+ heAra ' �J 4, yT+, •�jk •`— tila,•' _ •:r.:^ a' _ �__ '�� ��: 1 t _mot•• a �(ALI /, _ - T• OW I _ t Jll� re ,I rgod: 1 . I bt• 1• , r il �! I •�. .•• lJ �, t.;. o,� rl -- _, -t - - +•Jy P tip+ t Air a t +`, 1` , r ft,..=' _ •'' •��. �4• t� . , i �' �iy _ ',7. W.�,�• _ • F•- ,• j �. � tt� �-+e� ;,O w r 1 r • ' . . - •v. -� i � ' _ _f r 1prte•' S s� N o .. 1 � 5 , - - , �'fjr a l _ '1a�i}�- `a Lt•�-�. J fik1\`+%I Aft \'I ^At ` Fti 41%% { ,'/ 1 r �� \.�ad As ftA1• awlAadd, I �•4 loop tax 1 rCalP•ysiiAg PjOrw 'Aid 1 �`�r oft aft St I 11 VIA fift too lA oft , t r S �n� t" �Aaa-1 - - ' ' r 'i A Iwo • .� "G� "R" ���ok• • .. - I di y < \ Y,� • •�aft _ `. r'� `ram 'ow 0 ,•..�; t: ,J: hC 1►: t, �"� wo q. At Aid at .► Win' �t«- ! -c :fit 'zmr�m dal �1AV +• / _ ,l {' �• VIA a*'� r oft IV • -� < ) '� • -S W, I., `''\ •'t- Alp, .. : tom• ,� '. ``�� r a •Imer,' ' i CJ` ` 41, VI Ox r oft l b ;. }� / �\ 1 L. ,• a r , 4 1Ago. n110 {\tz w. � �, h.' r. y` aft At 1 tAft ,+� S Low* rft J, ,1 ". - ,V or "—dolI .��Zj.`' _ - •rgorp �- a, ..4:1,'- .j. •*•l•• _ Y. a. - :+... ! \ .•�/�\ • do,.;IA .J,S. • ' �•,�;Z41 I, .h,fto e -} '_i•1'JJAIF ..aft• • •y • 1.�� . ` •�•'w�� - 'ji�%j T •-Aft r- � - - •l �.oft aft /Z�� ..�AN �; Alto I=J r} A& �.,t. 1 CAI r. ♦ ♦ ,1 _ .✓-y1 ,T I co f � %_ : � f � I ! Aftol1 , Saw I ra I �tit•y�•a i 1 1 Sri f „ �1f , • > Zoo 0 a AM .. •%/ •�. SA: t^A. +,. '.4„' • '1 ��.•' � y w' 1 tit. f '- •�' •�`+p / „ t. �l. .r'. � �• •� AV - /,It )� 1' '-�.aP` - •T1�• • 1`-tr'' "Jat, oft, ,�. r : A,46 do I- �r — t".,�5�,• ./ � �.: '�\ "T 10 or �3�.'v:�—'� •�, / A IMy` �APA,_ atAA aft vh is r'^ I�S •� ? J Ad ♦. . a h' �• Y °4: S,Kt �y' ., r, r - `. X}- ]It s `� . t' a ^ , ■ r , _ �� 'llvs .JCrs:.i '1 . R +� •L r - - Clogalb 40, AV ad Alp- TAIL 64 oop led 6 logo.` logo.a ✓ T A roft aft Ik yyam,; �4. -%�L . z��'A ,ta• a ' wg OF do Ab oft %ft No oft > /!.- r. Ala . a 1.e .. ,.1 \ _ a A# or Aft Add deal lat III aSt!'�Fla Ad, I III = ( da '� P+ �'4 i . a • • . r .r^.t 1 t _.Iwo,�t1Yr ♦ �a L r�r✓�Ya . ' •..v ,. 1 • • 0/ Ir ittf ` •\I.� IV ' pit �,14I dip ,oft IF : i!� \ III ", III_' NIP ♦ Ift J11 j�`'i.�T ��{- �. 14? Go Is WAV ow 1 ad 1 Am „••r' - -i..�. -.t •� IV `.f, + _ ",x r- .-i .i y.o ago. �` _ t - - `�- �a • r •� �t' ''�' �.. •.> ? ,ram, vC. rJ , r 3j ` 1 . i�a �`� 1},� —•1ra• .; ;R� .h =w j a1 ( �R; '� _ -allt� 4 fit: ^y�(1 �'�;. 1 M�- �( o, 3� T• 1 j T f r'�t t -�ya f; .'r14 1 %L 1 - - °, LAIF 1 �' !-Ytt�' // - 1ti' ,: r ~ 4 a g. �� j+ .., _ M _. -- - �,. •_ / Y',ft�4" .!_ , •"" •'i.,i'.?' V. - +"•F -f-' : �h j , .'r'_:rP .• �.;VIA� ` / ,.. '-t '�Ir{ E /# ,� _ 6 " i ! a ,v. • / +�" \ -,` ' s a 7_�a'� tr .\���f r ` +`3� �' _- z 1! i �� + l Jort _ ��_ "Y_l_L-----�'._ ..a- e :�f j / �' .�',': y :j�?�• ^ 'fft �t� '♦,�. , it \` �',-� .�-1w .0 'Y •i'.'�•r raw,= ^'Y'.•\%. - _ .�'r t �^ S i -. �• - I}P I+.i t. NbA.1A ; -} . .. I ' S /'•_ Ir ' �: AN '-� •.,L•%.\�`•_ . :�, �;/ �_•1�.. _ l•,r- I[f Im •• �: .VIA•,y�• .il`ta.1 -4' wi "r-ti�`� •A, .rt-<J I� �: v R .� a: •.�_I_ ••.�>• n.' ago �Yri�i'� f_ — - �`n'•'C •'-s '� ,lt^ �' ^i a -•: `� 4. WAG `ow •• TV ,•��,y/�•t •• wt• * .•' T'('.•+��� i�..'•',� :lam/% :_Il'/� r 1 I Ig,Vjr A, aft A, Kill A Afto ad III I Ad old Ad Vp e'• ,ice,�• f•. iago I old +' r1144 4 VIA goal _Oc _,;_ aft ad oft It I ad A do - oft I ft oaft r 7+eb `' -\ - ` I.•goal - f . is -- .'�-• ;• .'�i,,ft k,..T 1' f� �. `-. -VIA go - T _ 1�.-=-'-`_ dol >•: do Aft,A+ ty �_ 'fir• �Aft—y" _ \Ift � I - gap "JF At IAAAI-4?q 'Y/. r .. " a • ti-L+t. r� ri�R'.5 RF •. 1 1.4 U l"�-r1Lj~ IMNII �—Aft, we" Is •AV __ .,, .1 _ ' >. Cr 1 - r . �r \-4` ' .. ~o/.'6•� l��' ., '�. '\. �_; t►P'� H .:'i� •' "-�- ,1. ,; { i j „ VA. brok, \.v t.. + _ t i`• a �. a r; ;�.f i �� t "II,�'��`yi�'f Af -\' AAA,:+we to c. - - r.,� 7AVVe AL - ,irk = , ` \ - - CAP - •< i'w"1i. 11 a Itt ` 'st,` r , 'hr' _-S `�i:x•'���.r� i'`• Ipp�i A? wer .• �: I-w_t','1 i�. -(':�� �:[1\Y3 '� _ " ,` `', ,� ?. .'\�� '�/t,t��_tir'T"••• "f' _ \.� 'r�.. - ��Y � .1� \ 1 •�•�•'ca Jr \� a Ate i..%'\� A we • ti ,`.. - 1—.. `k Are�/�.�1�we Not A°•. ' - 'T Tit ~ i , 1 '� t, - `•`t �� _ = r^' �/we Ask w '1�, A)1. i?,� ✓,• a ~ �r • !4 AreN—'} '!A.••, an�t'•'�`� `r,� VIA As A ,•,y� `A: �' \ ti' \f - Ate IF IVAN �t.) �; `i: Now At t !' INC . !�: �r�ri, ,� ^, t- G y we AAA I t ` A'A v..-lll.•h 1 4.� �]],� ` A A— t _ J• so ow t ►a \.?•. Col. •\'L .`.t �'.7Y•',ti'-•.w� - - ,\ _'q d1w�;._� ?�'� _ �. �' '�''•-A I• .\AVst .r `*.`r'f. ,",� CA AAA wee �„ , ow 4 twoo AAA re VIA W AAA. AI4 Ad Its, rAAA AV re PCie UBLIC y z: • ati :� 1 tr t A AV 4st AAA ever- or it we AAA A CA AA 4 Alk AA Ar C, IV ! ON 1000 P 'wethe'41, Ant A, Cost ; -I Are ,I •r1_-- <>... •`,_.' "e-iti\ ' , 1 ' • _./ �•� �..� • fit' _ +-_ �� NA ?r•/'r` ��"�,A, v , At J. :.ram T �_. we N ii -- • tN MCI. ' i a' ,/w. , [ �- :..we we A AAA r Also so lt5i4' VSr A Floor AAA N •, 4 sr ! ;r:. :A-. AAA� . ry. we; A e AAA r A No Cootoo oft owe A, NAP ol AV r04 AV 239 SAWW IA IV) - we VIAW AAA Wise A A wen AAA A A!A AV so 0;0 y�aa / > A. Ar CA dpw At Is At A —� ' �1 _ _ , ,0 r ^'?'.lam': i. ���\r?1 ' '_r ' ` r S.1 ✓;. `,t /.. /• ' - ,,/ `�\ i=.- t At - . I '\\I •,�`.' k AV •G l\t�r /,_/. �_. .� '',L�'trft �_J IV IV,i_'iIse c.rM1 r J•' - _ ..I -�. ' - T 1 _� - �( ', i - 1C AAA vi CA Ir [ t� _ j CA I M _ s' ,1a` `—`1 -l• t "` �./ . 4i 1 . \ \, ' i J �- _ .. `N - CA aIF -w- I 1 , �.; fit: / 1 > ) — tt ..� �tjt ` r A•:� 'r - •-� ryop Rtt�,�� .,,,,t. �1� t' _ cc j��� v �. t y��� �` i t — rC 4 r !. 1 ,� \�l}►1 ! �' RRRR `A �d ��ti ,� t� i I.t' i'( �' f \Ji, :It +^ !./t"#/ '� PACyp;ti1� 1 a' Y., `rso 4 1 List '` "'F�I�1 f AAA�9 tJ:• 3 i;.t .r i i' ` Y.� t, A / , ` 1 '�., t.� 1 F ft y we 1 AV,`AAA 1, AV, ,t ? J S iI(kk , • a 1 ., f .: •%►��isl���a�i�1 akii n 4 . a�% _ . �Siti _ , _ . f, l -44 �►�c�a�w���r.•a������.�m�r.�aa�'K,��u�-1a�e.��Ya���t;;�dc�e�t-���s:��,:���,-�:-��rr•��a.►a.r,�,�r�u�,rt,-.Tu�o•:�;,a�R�;.�asu.�����:,l�r;:�;��,a���,°,�"�-rrr.��ca.••�,.e;® t• 'r• Atop No I ll w If I If AV mI Imh'!•••% r - , '\ Iif If Vo 00 iIf Immo tea% '� � •c ..ti y � IV Imr 3 - :Vom ofI < i . - r 4jwgIL` M 1 1 �� T [XI No • i •� t -�_; ,�, i 1 •'': t . i�� - ��� - tit me / - _1: r l \` f '— 7 — ti' `\ f ♦ V JL L? ill J V 'tip /. — , •w *r ., VP of 0 If VI yAI II -� �1 i Y �• r Vag rr? loft, 1, .�. ,. i � •D -S ,cJFyLt��Rtfib t�.,�}�,;�••k��1t+���•• s'i .. • �I _ ''1• :F hiiry'.�;' '1"..15'�C'ILI b" L:l�,ie der itl. iT- Ffye Y - vA.. �''` 3= �� air,.' + "' �_ �• '"r" -*+tc of t • .' ♦ . > ' Y - a .l y- �14 oSf qI i. kI i} .. 4 �. ✓ t „l ly ♦ 7 ' `}•- L - of am .AL I IV me b Iomj If a �r'' >: -� xfr 3 aa set �. .A IV ,f - - I ? � 7 OOAOLv If I •r 'r -': �iyaof I OF 1 .`�. '' 'r.i• a3 [ �. of rIm tit ��•>y \1�IV +, , 1� �,��'_ T•� r ..It V t1 �u t' - ,! 1i �L �( J+� 2 .�, ,ro , r , �•C4.J''�p✓'^fzo tow ±�IMx:<UifS+SQ^'.'Gi�7F. :%41 Awl It f�1.1L..'1._ i�..-�+IV I .J •-Y/i —. � ..Y , • , D, AVIV 1 IV - -` ' -�