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Agenda 06/27/2023 Item #17A (Resolution - Creating the town of Big Cypress Stewardship Receiving Area)
SEE REVERSE SIDE Proposed Agenda Changes Board of County Commissioners Meeting June 27, 2023 Notes: Items 10A and 10B are sponsored by Commissioner Saunders. Added language to Item 17A: On page 52 of the Resolution, Section 9.6.A 1.) Affordable Housing of the SRA document should read: 1.) A 497- unit, 49. 7- acre, Parcel 1 and a 385- unit, 38. 5- acre, Parcel 2: affordable housing sites will be set aside for acquisition by either Collier County, a Community Land Trust, a private developer or any other affordable housing provider based upon the appraised value of $22,500/ acre, with a right of first refusal to Collier County. The Affordable Housing parcel will be considered as a Public Benefit Use and does not require Stewardship Credits but shall be included in the calculation of total SRA acreage. The Affordable Housing units shall be excluded from the Traffic Impact Statement or trip cap for the SRA in which they are located. Parcel 1 and Parcel 2 will be offered for sale to Collier County in writing before they are offered to other entities. TIME CERTAIN ITEMS: Item 10A to be heard at 9:30 a.m.: Update from Senate President Kathleen Passidomo regarding the potential for matching funds in the amount of $10 million from the State Legislature for the State Veterans’ Nursing Home Project. Item 10B to be heard immediately following 10A: Recommendation to move the proposed location of the State Veterans’ Nursing Home Project, work with the First Tee of Naples to ensure their development needs are met, and determine if a public golf course can be designed. Item 11A to be heard no sooner than 1:00 p.m.: Update on the Collier County Mental Health Facility and design direction. 6/28/2023 10:15 AM 17.A 06/27/2023 EXECUTIVE SUMMARY This item requires that ex-parte disclosure be provided by Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve a Resolution creating the Town of Big Cypress Stewardship Receiving Area by amending the Longwater Village Stewardship Receiving Area and converting it to a town, by designating an additional 544.6f acres as a Stewardship Receiving Area, to allow the development of residential dwelling units, commercial/light industrial, civic, governmental and institutional uses, and senior housing subject to a maximum PM peak hour trip cap; and by approving the receiving area credit agreement and establishing stewardship credits utilized by the designation of the Town of Big Cypress Stewardship Receiving Area. [PL20210001496(This is a companion to items 16A1,16A2, 16C1, and 16C2) OBJECTIVE: To have the Board of County Commissioners (BCC) review staff s 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 to ensure that the community's interests are maintained. CONSIDERATIONS: The proposed Town of Big Cypress implements the Town Agreement that was approved by the BCC on June 8, 2021. The Town Agreement (See Attachment B-Town Agreement) acknowledged that it takes several Villages to support community -scaled retail and office uses in a Town. Three Villages known as Rivergrass Village, Longwater Village, and Bellmar Village were recently approved by the BCC. There are 515.1f acres located in the vicinity of three Villages along the future Big Cypress Parkway that when combined with the three villages will support a town. While the Town Agreement provided for the Longwater Village Stewardship Receiving Area (SRA) to be amended to include an additional 515.1f acres, the proposed Town of Big Cypress provides for an additional 544.6f acres to be added. The Town Agreement also includes the following commitments: • Analyze the fiscal impact of the entire Town inclusive of uses previously approved within the Rivergrass, Longwater, and Bellmar Villages; • Provide a community park based on 200 s.f. per dwelling unit in Rivergrass, Longwater, and Belmar Villages; • Provide a transportation analysis that meets the minimum requirements outlined in the Town Agreement; • Provide 882 affordable housing units on 88.2f acres; • Increase the Stewardship Sending Area (SSA) credits from 8 credits per acre to 10 credits; • Provide a 27.9f acre elementary school site; • Meet the Transportation requirements outlined in the Town Agreement; • Provide three wildlife crossings as identified in Exhibit B of the Town Agreement; • Provide Bear -proof trash cans as specified in the Town Agreement; • Provide Dark Sky Compliant, Dark Sky light fixtures as specified in the Town Agreement; and • Require all residents to be provided and required to acknowledge by signature a notice of prescriptive burns that will occur not only within the adjacent Stewardship Sending Area(s) but also at the Panther Refuge. The commitments have been compiled into a new SRA known as the Town of Big Cypress SRA. The Rivergrass Village SRA and the Bellmar Village SRA are not changed by this petition. For further information, please see Attachment A -Proposed SRA Resolution. FISCAL IMPACT: Although there is no guarantee that the project, at build -out, will maximize its authorized level of development, the Town of Big Cypress SRA will have a fiscal impact on Collier County public facilities upon the commencement of any development. Packet Pg. 1561 17.A 06/27/2023 The County collects impact fees before 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 before 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. COLLIER COUNTY PLANNING COMMISSION (CCPC) RECOMMENDATION: The CCPC heard Petition SRA- PL20210001496, the Town of Big Cypress SRA on May 18, 2023. The CCPC voted 5-0 to approve the petition subject to revising the affordable housing commitment to include the Bellmar Village SRA. For further information, please see Attachment A -Proposed SRA Resolution. LEGAL CONSIDERATIONS: This petition request amends the Longwater Village SRA and establishes the Town of Big Cypress SRA. The burden falls upon the applicant to prove that the proposal is consistent with all the criteria set forth below. The burden then shifts to the BCC, 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 the 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, 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 of 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 the 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.] Packet Pg. 1562 17.A 06/27/2023 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 demonstrations 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 BCC 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 BCC 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. Should this petition be denied, Florida Statutes section 125.022(3) requires the County to provide written notice to the applicant citing applicable portions of an ordinance, rule, statute, or other legal authority for the denial. (HFAC) RECOMMENDATION: To forward a recommendation of approval of Petition SRA-PL20210001496, the Town of Big Cypress SRA, subject to the affordable housing commitment to include the Bellmar Village SRA, to the Board of County Commissioners. Prepared by: Nancy Gundlach, AICP, PLA, CSM, Planner III, Zoning Division ATTACHMENT(S) 1. Staff Report Town of Big Cypress (SRA) 5-10-23 (PDF) 2. [Linked] Attachment A -Proposed Resolution for The Town of Big Cypress 5-24-23 (PDF) 3. Attachment B-Town Agreement (PDF) 4. Attachment C-Consistency Review Memorandum (PDF) 5. Attachment C- 1 -Agreement to Provide Potable Water, Wastewater, and Irrigation Quality Water Utility Services to the Town of Big Cypress 5-25-23 (PDF) 6. [Linked] Attachment D-Economic Assessment 4-20-23 (PDF) 7. Attachment C-2-Agreement to Provide Potable Water, Wastewater, and Irrigation Quality Water Utility Services to Belmar Village 5-25-23 (PDF) 8. Attachment E-Peer Review 4-26-23 (PDF) 9. Attachment F-Public Facilities Impact Assessment (12-12-22) (PDF) 10. [Linked]Attachment G-Application (4-14-23) (PDF) 11. Affidavit of Posting Notice and Photos of Signs (5-1-2023) (PDF) 12. legal ad - agenda ID 25637 (PDF) Packet Pg. 1563 17.A 06/27/2023 COLLIER COUNTY Board of County Commissioners Item Number: 17.A Doe ID: 25637 Item Summary: This item requires that ex-parte disclosure be provided by Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve a Resolution creating the Town of Big Cypress Stewardship Receiving Area by amending the Longwater Village Stewardship Receiving Area and converting it to a town, by designating an additional 544.6± acres as a Stewardship Receiving Area, to allow the development of residential dwelling units, commercial/light industrial, civic, governmental and institutional uses, and senior housing subject to a maximum PM peak hour trip cap; and by approving the receiving area credit agreement and establishing stewardship credits utilized by the designation of the Town of Big Cypress Stewardship Receiving Area. [PL20210001496] (This is a companion to items 16A1, 16A2, 16C1, and 16C2) Meeting Date: 06/27/2023 Prepared by: Title: Planner, Principal — Zoning Name: Nancy Gundlach 05/23/2023 4:00 PM Submitted by: Title: Zoning Director — Zoning Name: Mike Bosi 05/23/2023 4:00 PM Approved By: Review: Zoning Ray Bellows Additional Reviewer Growth Management and Community Development Department Diane Lynch Zoning Mike Bosi Division Director Growth Management and Community Development Department James C French Completed 05/24/2023 10:01 AM Growth Management DepartmentCompleted 05/25/2023 11:00 AM Completed 05/30/2023 11:39 AM Growth Management Completed 06/07/2023 3:57 PM County Attorney's Office Heidi Ashton-Cicko Level 2 Attorney of Record Review Completed 06/16/2023 3:49 PM Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 06/16/2023 3:54 PM Office of Management and Budget Laura Zautcke Additional Reviewer Completed 06/19/2023 10:08 AM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 06/19/2023 2:47 PM County Manager's Office Amy Patterson Level 4 County Manager Review Completed 06/21/2023 1:31 PM Board of County Commissioners Geoffrey Willig Meeting Pending 06/27/2023 9:00 AM Packet Pg. 1564 17.A.a Coi i'r County STAFF REPORT TO: COLLIER COUNTY PLANNING COMMISSION FROM: ZONING DIVISION — ZONING SERVICES SECTION GROWTH MANAGEMENT COMMUNITY DEVELOPMENT DEPARTMENT HEARING DATE: MAY 18, 2023 SUBJECT: SRA-PL20210001496, TOWN OF BIG CYPRESS (SRA) APPLICANT/ PROPERTY OWNERS/AGENTS: Applicant: Tarpon Blue CE Management, LLC 999 Vanderbilt Beach Road, Suite 507 Naples, FL 34108 Property Owners: Collier Land Holdings, Ltd., and CDC Land Investments, LLC 999 Vanderbilt Beach Road, Suite 507 Naples, FL 34108 Agents: Robert J. Mulhere, FAICP, President and CEO Hole Montes, Inc. 950 Encore Way Naples, FL 34110 TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 Richard D. Yovanovich, Esquire Coleman, Yovanovich & Koester, P.A. 4001 Tamiami Trail North, Suite 300 Naples, FL 34103 May 10, 2023 Page 1 of 26 Packet Pg. 1565 `96t000Z0Z-ld-U0IM0d BUIUOZ : L£99Z) CZ-04-S ("S) ssaidA3 Big jo umol:podam gels :}uawLlDej}d pogo uh � J ory 6 0° Q 6 x � � a g� .. 6 qq ag 6 • � C 4 W J � cn Lr {'+ w=OC$ tL IG 41 ac J C � G 4 JW S w F F = S W J � � J r sr t) o- 7 Q F� Od 96o w Lj4] Z_Z `!, T. Z p,• L-' } fi 9OA'18 03oSb� ,S K Q rI 1� 'G = n '� rl +► a N 1 z 37 i tr: Z u7 w La it W W [s: CJ Ci s7 a] { d C W H f i� T Z� 2 Z Ze i s_ s C ry U, ��� 9 � u il, � Z � 2 J � `} t fi • � } } [al "; [c1 li •7 'r �"' C' r {jam �+ �+ 7 4z a7 � � ^� T ^n d S n,118 Kapu�t.4� m o y e f ri s es AQAIa P I 7y r f=� �� w TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 CID ca 0 May 10, 2023 Q 0 N C3 J OL c 0 IOL Page 2 of 26 17.A.a �' NEIGHBORHOOD GENERAL CONTEXT ZONE SYMBOL DESCRIPTION ACRES MOPEORFiDOO GENERAL 437,32 COMMERCIAL ROAD FLOW. 3.12 1fi7-S5 AMENITY CENTERS COMMUNITY PARK PARK& * _ PARK PRESERVES A LAKES LAKE Y.E. S M ISC. OPEN AREA PERIMETER LANDSCAPE SUFFERS UTiLTT SITE 10' OTILIY EAEEMENY ELEMENTARY SCHOOL SITE NEIGHBORHOOD 43ENERAL CONTEXT ZONE TOTAL 23.40 A -A ee,45 13.82 9.52 286,60 160.11 4,10 5.92 0.81 ZT.99 1 AFFORDABLE CONTEXT ZONE AFFORDABLE HO08IHG AF-1 SAF-2 Ww 38.21 TOWN CORE CONTEXT ZONE TOWN GORE ** 35.fi6 BUISNESS PARK CONTEXT ZONE IMANNE53 PRRK9 ERI B BP- **1fi5.83 TOWN CENTER CONTEXT ZONE MMM TOWN CENTER Al cem to 111N A- N ** 28.93 SRA BOUNDARYTOTAL 1544.4H * SOUTHPARK AREA—LUOESI4}tn AC CELLS A—I.2NRI ** ACREAGES ARE GROSS AND INCLUDE ROADS, LAKES,L.M.E. 2. OPEN SPACE DENOTES PANTHER I WILDLIFE FENCING LOCATIONS O DENOTES FUTURE COUNTY ROAD RIGHT-0FAYAY NOT IN BRA, WRA LAND USE SUMMARY SYMBOL DESCRIPTION ACRES LAKE TRACTS Iincludos L.M.E. L.91113 VESTED LAKE TRACTS I MMI EN6 M.E. *11I ROAD IT. — TNx W 2-47 WRA AREA TOTAL 1SIAZ SSA-17 { "E'D,LD.E. mNINq� W iSTA1E6 9I �1�� 10' LCEC THESE LAND$ WHICH HAVE AN NRI SCORE GREATER THAN T.2 i r WILL 13E MAINTAINED IN A PREDOMINATELY NATURAL STATE CONNECTOR ROAD LBTARB � Iv la *+t DENOTES GROSS 4 PROPERTY BOUNDARIES e� RCSD PROPERTY L.N.—I. s 25'L-BE. Wi WILLE. INCLUDED IN ADJACENT PARCEL_ AREAS FROM SPINE ROAD INTERSECTION OF BIG 1 CYPRESS PARKWAY TO SCHOOL SITE SOUTH PIL 1 11 FULL 9QE 2!'MW' NTs DDUN.EPR. sA D I CONNECTOR lyl4]l ROAD_�_�.�.—_ .E INTERIM ROAD ACCESS PER SECTION (A) SO- CROSS EE'a— SECTION TO BELLMAR VILLAGE OIBCLAIMER. THE MASTER PLAN IS CONCEPTi1pL. INTERNAL ROAD ALIGNMENTS, LAKE SLIME AND CONFIGURATION GF DEVELOPMENT AREAS APE SUBJECT 70 MODIFICATION W ITHINTHE RLSA GUIDELINES AT TIME BF FINAL DEVELOPMENT ORDER. Acrrou BARBER & BRUNDAGE, INC. SSA-17 ©OIL WELL SSA17 GEN77p— L. CONDITUSEo sEraAcxs n�SSA-17 AMHCHING SSA-17 III —ER PIERCE ITYPj -POTENTIAL FUTURE; Ac. TRANSFER STATION OR PARK AND RIDE r SSA AF-2 AG I. (A1 AG 500' A NHCWLSA0 — 300, HSA PE 10) Ln.E, n zs nPE mI � Be. r50A SOD' UN--BDUT D' 0' TVPE IAIL6E bMHORLeAO IL SSA-15 SEE SHEET 7 FOR MAIN SPINE BROAD CROSS SECTION SPECIAL NOTES. SSA-17 1. REQUIRED LAN09CARE SUFFERS I EASEMENTS THAT ARE NOT INDICATED ON CERTAIN PARCELS HEREON WILL BE PROYIBED AS REQUIRED AT TIME OF B.O. 2- "A-1111EISWIT"1"111-1 IS NOT iMCWCEC IN THE SRI1 B WNDARY. THE MRA AREA IS NOT INGLYDEO IN THE CPEN SPACE CALCULATIONS. S. WHERE THE TOWN IS ADJACENT TO AN BSA ORA PRESERVE, NO PERIMETER BUFFER IS REQUIRED, EXCEPT AS MAY BE REQUIRED BY SOUTH FLORIDA WATER MANAGEMENT DISTRICT PERMIT 4. GIVEN THE CONATION OF THE RIGHT OF WAY FOR OIL WELL ROAD, THE FACT THAT THE FUTURE D COMSTRUCTION OF BIG CYPRESS PARKWAY AND WIDE LNG OF OIL WELL I10Al1 WILL INCLUDE SIDEWALKS JJ WITHIN THE ROW OF THESE ARTERJ►L ROADWAYS, AND xcL ITYP� ROAD IMPACT FEES INCLUDE THE CONSTRUCTION OF SIDEWALKS, PAYMENT IN LIEU SHALL NOT BE REWIRED FOR THE PROJECT'S FRONTAGE ON OIL WELL ROAD ANO SSA-17 U71LTY SITES OPEN OPEN LAND USE .ACRES SPACE BPACE % ACRES OPEN SPACE CALCULATION NOTES- SSA-18 I. MINIMUM REQUIRED OPEN SPACE =35%xM TOTAL SRA 1,54AA6=5A059 A. PROVIDED — OPEN SPACE = 46.36T'. (716.06 Ac.) SSTE :} 2. AREAS IN ABOVE OPEN SPACE TABLE FOR COMMUNITY PARK, AFFORDABLE HOUSING, BUSINESS PARKS & TOWN CORE LAND USES DENOTE NET DEVELOPMENT AREA WHICH EXCLUDES LANE&, ROAD R.O.W. & L-M.E.I OPEN SPACE. THOSE AREAS ARE INCLUDED IN THE APPROPRIATE CATEGORY IN THE OPEN SPACE TABLE ABOVE TARPON BLUE CS MANAGEMENT, LLC _ TOWN OF SIG CYPRESS SRA SURMITTAL PLANS TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 d L Q. MV/ W O O F— O O O N O N J a I g a O N M LTA N Page 3 of 26 Packet Pg. 1567 17.A.a REQUESTED ACTION: A Resolution of the Collier County Board of County Commissioners creating the Town of Big Cypress Stewardship Receiving Area by amending Resolution No. 2021-119 which established the Longwater Village Stewardship Receiving Area by renaming and converting it to a town, by designating an additional 544.65 acres within the Rural Lands Stewardship Area Zoning Overlay District as a Stewardship Receiving Area, to create the Town of Big Cypress Stewardship Receiving Area which will allow development of a minimum of 2,427 residential dwelling units and a maximum of 4,432 dwelling units, of which a minimum of 10% will be multi -family dwelling units, 10% will be single family detached and 10% will be single family attached or villa; an aggregate minimum of 753,440 square feet and an aggregate maximum of 1,390,000 square feet of Commercial/Light Industrial in the Town Core Context Zone, Business Park Context Zone, Town Center Context Zone and Neighborhood General Context Zone; an aggregate minimum of 66,480 square feet and a maximum of 86,000 square feet of civic, governmental and institutional uses in the SRA; senior housing including adult living facilities and continuing care retirement communities and limited to 300 units in the SRA; and 23.40± acres of amenity center sites; all subject to a maximum pm peak hour trip cap; and approving the amended and restated stewardship receiving area credit agreement for the Town of Big Cypress Stewardship Receiving Area and establishing that 15,797.8 stewardship credits are being utilized by the designation of the Town of Big Cypress Stewardship Receiving Area. GEOGRAPHIC LOCATION: The subject property consisting of 1544.46± acres is located east of Desoto Boulevard, north and south of Oil Well Road, and west of the intersection of Oil Well Grade Road and Oil Well Road, in Sections 3, 14, 22, 23, 26, 27, 34 and 35, Township 48 South, Range 28 East, Collier County, Florida. (See the Location Map on page 2 of this Staff Report.) PURPOSE/DESCRIPTION OF PROJECT: The proposed Town of Big Cypress implements the Town Agreement that was approved by the Board of Collier County Commissioners (BCC) on June 8, 2021. The Town Agreement (See Attachment B-Town Agreement) acknowledged that it takes several Villages to support community -scaled retail and office uses in a Town. Three Villages known as Rivergrass Village, Longwater Village, and Bellmar Village were recently approved by the BCC. There are 515.1 acres located in the vicinity of three Villages along the future Big Cypress Parkway that when combined with the three villages will support a town. While the Town Agreement provided for the Longwater Village SRA to be amended to include an additional 515.1± acres, the proposed Town of Big Cypress provides for an additional 544.6 acres to be added. The Town Agreement also includes the following commitments: - Analyze the fiscal impact of the entire Town inclusive of uses previously approved within the Rivergrass, Longwater, and Bellmar Villages; - Provide a community park based on 200 s.f. per dwelling unit in Rivergrass, Longwater, and Belmar Villages; TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 4 of 26 Packet Pg. 1568 17.A.a - Provide a transportation analysis that meets the minimum requirements outlined in the Town Agreement; - Provide 882 affordable housing units on 88.2± acres; - Increase the Stewardship Sending Area (SSA) credits from 8 credits per acre to 10 credits; - Provide a 27.9± acre elementary school site; - Meet the Transportation requirements outlined in the Town Agreement; - Provide three wildlife crossings as identified in Exhibit B of the Town Agreement; - Provide Bear -proof trash cans as specified in the Town Agreement; - Provide Dark Sky Compliant, Dark Sky light fixtures as specified in the Town Agreement; and - Require all residents to be provided and required to acknowledge by signature a notice of prescriptive burns that will occur not only within the adjacent Stewardship Sending Area(s) but also at the Panther Refuge. The commitments have been compiled into a new SRA known as the Town of Big Cypress SRA. The Rivergrass Village SRA and the Bellmar Village SRA are not changed by this petition. For further information, please see Attachment A -Proposed SRA Resolution. SURROUNDING LAND USE AND ZONING: North: Undeveloped land and farmland with a zoning designation of Agriculture -Mobile Home Overlay -Rural Lands Stewardship Area Overlay -Collier Land Holdings and Collier Development Corporation -Stewardship Sending Area-17 (A-MHO-RLSAO-CLH and CDC-SSA-17), and a zoning designation of Agriculture -Mobile Home Overlay -Rural Lands Stewardship Area Overlay (A-MHO-RLSAO), and then Rivergrass Village SRA, and Oil Well Road, a 4-lane divided Minor Arterial Roadway as well as Oil Well Grade Road. East: Undeveloped land and farmland with a zoning designation of Agriculture -Mobile Home Overlay -Rural Lands Stewardship Area Overlay -Collier Land Holdings and Collier Development Corporation -Stewardship Sending Area-15 (A-MHO-RLSAO-CLH and CDC-SSA- 15), and a zoning designation of A-MHO-RLSAO. South: Undeveloped land with a zoning designation of Agriculture -Mobile Home Overlay -Rural Lands Stewardship Area Overlay -Collier Land Holdings and Collier Development Corporation -Stewardship Sending Area-17 (A-MHO-RLSAO-CLH and CDC-SSA-17), and A-MHO-RLSAO-SRA Bellmar Village SRA. West: Developed and undeveloped residential land with a zoning designation of Estates (E), Desoto Boulevard North, and undeveloped land and farmland with a zoning designation of A-MHO-RLSAO and then Rivergrass Village SRA. TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 5 of 26 Packet Pg. 1569 17.A.a TOWN OF BIG CYPRESS (SRA) MAP 81812022. 12:18:17 PM 1:47,992 0 0.4 0.8 1,8 mi " Major Roads SRA Boundary 0 0,5 1 2 km AERIAL PHOTO TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 6 of 26 Packet Pg. 1570 17.A.a 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 C-Consistency Review Memorandum. Transportation Element: In evaluating the Town of Big Cypress (Town), staff reviewed the applicant's Traffic Impact Statement (TIS) dated March 14, 2023, for consistency using the 2022 Annual Update and Inventory Report (AUIR). The 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 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: According to the SRA document the Town consists of the currently approved Longwater Village SRA and an additional +/-544.65 acres. According to the TIS noted above this SRA request is adding 1,382 dwelling units, 660,000 square feet of commercial uses, 60,000 square feet of civic/institutional uses, and 650,000 square feet of light industrial uses. The TIS also indicates it is consistent with the "Town Agreement" which for traffic purposes requires the analysis to include "The entire town inclusive of Rivergrass SRA, Longwater SRA, Bellmar SRA, TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 7 of 26 Packet Pg. 1571 17.A.a and the new Town area." The agreement also requires the analysis of traffic impacts in the buildout year 2042 and in interim years 2027, 2032, and 2037 which together reflect the cumulative impacts and projected improvements on the road network outside the proposed Town. The staff has evaluated the TIS and found that the scenario presents an accurate trip generation calculation, reasonable trip distribution on the surrounding network, and reflects a reasonable development potential for the proposed SRA. The SRA document establishes a total trip cap commitment in Section IX, Developer Commitments, Transportation, 9.3.A. for a net external maximum of 5,464 PM, peak hour, two-way trips. According to the TIS, the project impacts the following County roadways: Existing Roadway Conditions: Roadway/ Link Location 2021 P.M. Peak Projected 2021 2022 2022 AUIR Hour Peak 2027 PM AUIR AUIR AUIR Link # LOS Direction Peak Remaining LOS Remaining Service Hr./Peak Capacity Capacity Volume/Peak Direction Direction Project Traffic' Oil Well SR 29 to Ave C 800/East 30/EB 212 B 413 Road/122.0 Maria Blvd Oil Well Ave Maria Blvd B 2,000/East 154/EB 1,393 B 1,373 Road/121.2 to Oil Well Grade Oil Well Oil Well Grade C 1 1,100/East 188/EB 482 C 1 372 Road/121.1 to Desoto Blvd Oil Well Desoto Blvd to C 1 1,100/East 288/EB 439 C 1 329 Road/120.0 Everglades Blvd Oil Well Everglades D 2,000/East 104/EB 409 D 502 Road/119.0 Blvd to Immokalee Road Desoto Golden Gate B 800/South 63/SB 633 B 613 Blvd/138.0 Blvd to Oil Well Road Everglades Oil Well Road C 5 800/North 29/NB 185 D 5 105 Blvd/136.0 to Immokalee Road Everglades Oil Well Road C 800/North 135/NB 283 C 233 Blvd/135.0 to Golden Gate Blvd TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 8 of 26 Packet Pg. 1572 17.A.a Everglades Golden Gate B 800/South 26/SB 364 C 284 Blvd/134.0 Blvd to I-75 Randall Everglades B 900/East 195/EB 699 B 689 Blvd/133.0 Blvd to Desoto Blvd Randall Immokalee D 2,3&5 900/East 170/EB 65 D 2,3&5 95 Blvd/132.0 Road to Everglades Blvd Vanderbilt Collier Blvd to C 3,000/East 96/EB 1,154 C 794 Beach Logan Blvd Rd/ 112.0 Vanderbilt Logan Blvd to D 3&5 3,000/East 81/EB 474 D 3&5 294 Beach Livingston Rd Rd/ l 11.2 Golden Gate Goodlette Frank D 3,550/East N/A 829 D 779 Pkwy/19.0 Rd to Airport Pulling Rd Golden Gate Airport Rd to D 5 3,550/East N/A 503 D 5 393 Pkwy/20.1 Livingston Rd Golden Gate Livingston Rd D 5 3,550/East N/A 340 D 5 210 Pkwy/20.2 to I-75 Golden Gate Collier Blvd to D 5 2,300/East 164/EB 295 D 5 323 Blvd/17.0 Wilson Blvd Golden Gate Wilson Blvd to C 2,300/East 194/EB 761 C 661 Blvd/123.0 18'' Street NE/SE Golden Gate 18t' Street C 2,300/East 217/EB 815 C 715 Blvd/123.1 NE/SE to Everglades Blvd Golden Gate Everglades to B 1,010/East 190/EB 706 B 706 Blvd/124.0 Desoto Blvd Camp Oil Well Rd to B 1,000/South 39/SB 499 D 489 Keais/61.0 Immokalee Rd New Market Broward Street C 900/East N/A 262 C 202 Road/59.0 to SR-29 TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 i A ZF Page 9 of 26 Packet Pg. 1573 17.A.a Immokalee SR-29 to Oil D 5 900/East 23/EB 171 D 5 138 Road/46.0 Well Immokalee Oil Well Rd to D 3 3,300/East 156/EB 602 D 3 782 Road/45.0 Wilson Blvd Immokalee Wilson Blvd to F 3&5 3,300/East 126/EB (403) F 3&5 (426) Road/44.0 Collier Blvd Immokalee Collier Blvd to E 3&5 31200/East 89/EB 1 F 3&5 (399) Road/43.2 Logan Blvd Immokalee Logan Blvd to D 3,500/East N/A 645 D 5 480 Road/43.1 I-75 Collier Golden Gate D 3,000/North 158/NB 536 D 4&5 284 Blvd/31.1 Blvd to Pine Ridge Rd Collier Pine Ridge Rd D 4&5 3,000/North 103/NB 509 D 4&5 259 Blvd/31.2 to Green Blvd Collier Green Blvd to C 4&5 2,300/North 92/NB 831 C 4&5 841 Blvd/32.1 Golden Gate Pkwy Collier Golden Gate D 4&5 2,300/North N/A 259 D 4&5 279 Blvd/32.2 Pkwy to Golden Gate Main Canal Collier Golden Gate C 3,600/North N/A 1,482 C 1,436 Blvd/32.3 Main Canal to I-75 Collier I-75 to Davis C 3,600/North N/A 1,027 E 5&6 117 Blvd/33.0 Blvd Collier Davis Blvd to D 4,5&6 3,000/North N/A 417 D 4,5&6 218 Blvd/34.0 Rattlesnake Hammock Rd 1. P.M. Peak Hour Peak Direction Service Volume does not consider a committed improvement (Ave Maria Developer Agreement). The committed project will increase the service volume to 2,000. 2. A portion of this link is in the 5-year work program for expansion to a 4-lane configuration to 8t' Street that will provide relief to this corridor. The remainder of the link's service volume will remain unchanged. 3. Vanderbilt Beach Road Extension is currently under construction with completion within the 5-year work program and will provide relief to the corridor. 4. Collier Boulevard from the Golden Gate Main Canal to Green is currently in the 5-year work program for expansion to a 6- lane configuration that will provide relief to this corridor. TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 i A Zt Page 10 of 26 Packet Pg. 1574 17.A.a 5. These links have existing or projected deficiencies by background traffic or by the trip bank not caused by the proposed development. See applicable State Statute notes below. 6. The I-75 and Collier Boulevard interchange improvements are currently in the 5-year FDOT work program for improvements that are designed to provide relief to this corridor. 7. Source for P.M. Peak Hour/Peak Direction Project Traffic is March 14, 2023, Traffic Impact Statement provided by the petitioner. N/A indicates project traffic is not available/not applicable for the 2027 development scenario. For consistency purposes, the Capital Improvement Element of the Growth Management Plan — 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. The following improvements are considered for consistency purposes: • Vanderbilt Beach Road — Collier Boulevard to 16th Street • Vanderbilt Beach Road — 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 • Collier Boulevard- Golden Gate Main Canal to Green Boulevard. • I-75 and Collier Boulevard- FDOT interchange Florida Statute 163.3180: Key points of applicability. • Must allow an applicant to enter into a binding agreement to pay or construct their proportionate fair share. Consistency and operational fair share mitigation attachments are consistent with this requirement. • Facilities determined to be deficient with existing, committed, and vested trips plus projected background traffic from any source other than the development shall be removed from the proportionate share calculation. • The improvement necessary to correct this type of deficiency is the funding responsibility of the maintaining entity. • Applicant must receive credit for the anticipated road impact fees. The consistency fair share attachment is consistent with this requirement. • The applicant calculated their proportionate share and it does not exceed the impact fees anticipated to be collected. The consistency fair share attachment is consistent with this requirement. Based on this information, staff finds the application consistent with Policy 5.1 of the Transportation Element. 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. " TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 11 of 26 Packet Pg. 1575 17.A.a Staff finding: The Town of Big Cypress SRA is proposing access points on both Oil Well Road and the future Big Cypress Parkway. Staff recommends approval of the proposed access points shown on the master plan for this petition, however nothing in this development order will vest the developer to anything more than a right in/right out at those locations. Directional and full median openings may be contemplated at the time of the Site Development Plan or Plat and Plan. 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). The proposed Town of Big Cypress SRA's Master Plan shows interconnections to the previously approved Rivergrass Village SRA and the previously approved Bellmar Village SRA. There are also connections provided to the future Big Cypress Parkway. Staff Recommendation: The Transportation Planning staff finds this petition consistent with the GMP and recommends approval. Conservation & Coastal Management Element (CCME) & Future Land Use Element (FLUE) related to Environmental Planning: Environmental Planning staff has found this project to be consistent with the CCME & FLUE. Pursuant to the Growth Management Plan Future Land Use Element, the 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 14, SSA 15, and SSA 17 have 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.1.d 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 four acres within the proposed SRA that yield an NRI score above 1.2; these acres are located in the south-central portion of the town. The majority of land within the SRA boundary was TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 12 of 26 Packet Pg. 1576 17.A.a cleared of native vegetation and converted to row crops and improved pasture lands. Pursuant to the Growth Management Plan Future Land Use Element, the 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 14, SSA 15, and SSA 17 have been approved for the petitioner to obtain credits for the development of the SRA. Evaluation of Suitability Criteria 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.1.b). There are four acres having an NRI value greater than 1.2 and these lands have been designated as "park preserves;" therefore, residential, commercial, manufacturing/light industrial, group housing, transient housing, institutional, civic, and community service uses will not be sited in these "park preserves" but may be sited on the remaining lands within the SRA. Conditional use essential services and government 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 (LDC Section 4.08.07.A. Lc). There are four acres having an NRI value greater than 1.2 and these lands have been designated as "park preserves;" therefore, conditional use and governmental essential services will not be sited on these "park preserves" but may be sited on the remaining lands within the SRA. 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 four acres having an NRI value greater than 1.2 and these lands have been designated as "park preserves" and will be retained in a natural vegetated state. • 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 (LDC Section 4.08.07.A.1.g). The project does not encroach into an FSA or HSA; it is adjacent to WRA lands and provides the required buffers as indicated on the SRA Master Plan. 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 the Town of Big Cypress SRA are generated from SSAs, 14, 15, and 17, all of which are located on properties within and adjoining the Camp Keais Strand, a major flow way system connecting Corkscrew Marsh at its northern end and adjoining the Okaloacoochee Slough. The credit calculation is based on the total acreage of the Town of Big Cypress, which is 1,544.46 acres. Of the total acreage, 116.14 acres have been designated as public TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 13 of 26 Packet Pg. 1577 17.A.a benefit use area, which does not require the use of credits. Additionally, 151.45 acres of lakes are proposed within the Water Retention Areas (WRAs) external to the SRA boundary; this acreage does require the consumption of credits. The total acreage that requires credits is 1,579.77 acres. Pursuant to the Town Agreement between Collier County and the landowners, approved on June 8, 2021, ten SSA credits will be utilized per acre of land requiring credits within the Town of Big Cypress. Therefore, the Town of Big Cypress requires 15,797.8 Stewardship Credits. Of the six Natural Resources Index Factors on the Stewardship Credit Worksheet, only Land Use — Land Cover (FLUCFCS) and Listed Species Habitat are prone to change over time. In this SRA application, minor changes to the Land Use — Land Cover Classifications have occurred as a result of detailed onsite FLUCFCS mapping conducted in 2019. Minor changes have occurred to the Listed Species Habitat factor that affects index scoring for the SRA; as a result, four acres of land exceeded 1.2 within the SRA boundary. The Town of Big Cypress SRA credits are generated from three Stewardship Sending Areas: SSA 14, SSA 15, and SSA 17. 6,792.3 credits will be utilized from SSA 14; 4,477.9 credits will be utilized from SSA 15; and 4,527.6 credits will be utilized from SSA 17. Site Description: The subject property consists of 1,544.46 acres of disturbed lands. The property is currently being used for agricultural activities, including row crops and improved pasture. The property includes widely scattered lands comprised of exotic vegetation, non -forested uplands, forested uplands, and forested wetlands. A FLUCFCS map detailing land use is contained in Appendix C of the Listed Species Survey Report. The vegetated areas along the western boundary and in the south-central portion of the SRA will be retained as "park preserves." Wetland mitigation for impacts to this area will be addressed through the South Florida Water Management District Environmental Resource Permitting process. A portion of the property's western boundary is in the Wellfield Risk Management Special Treatment Overlay zone (ST/W-4) and must address groundwater protection in accordance with LDC Section 3.06.12. The commercial uses listed in the "Town of Big Cypress SRA Development Document" are allowed uses within the W-4 zone. Some commercial uses (i.e., gas stations, dry cleaners, etc.) have the potential to impact groundwater and surface water. Due to the proximity of this property to private drinking water wells, Pollution Prevention Best Management Practices (BMPs) must be provided at the time of PPL or SDP review for those land uses which have the potential to cause impacts on drinking water. Listed Species: The Town of Big Cypress SRA project is located within the boundary of the previously proposed Rural Lands West project. Listed species surveys were conducted throughout the area in various years between 2007 and 2016. 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 the wildlife surveys. Surveys conducted between 2007 through 2009 and 2014 through 2016 and 2019 through 2020 indicate the following species have been present within the Town of Big Cypress SRA boundary: American alligator (Alligator TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 14 of 26 Packet Pg. 1578 17.A.a mississippiensis), little blue heron (Egretta caerulea), tri-colored heron (Egretta tricolor), wood stork (Mycteria americana), Florida sandhill crane (Gnus canadensis pratensis), crested caracara (Caracara cheriway), Florida bonneted bat (Eumops floridanus) Everglades snail kite (Rostrhamus sociabilis plumbeus) and Florida panther (Puma concolor coryi). The current wildlife survey, conducted in 2021 and 2022, revealed the following species were observed onsite: American alligator (Alligator mississippiensis), Florida sandhill crane (Gnus canadensis pratensis), wood stork (Mycteria americana), little blue heron (Egretta caerulea), and tri-colored heron (Egretta tricolor); see Appendix I of the Listed Species Survey). There are five protected plants listed in the LDC as "Less Rare Plants" that were identified within the project boundary: butterfly orchid (Encyclia tampensis), giant wild pine (Tillandisa utriculata), inflated wild pine (Tillandsia balbisiana) Twisted airplant (Tillandsia flexuosa) and stiff -leafed wild pine (Tillandsia fasciculata). Additionally, there were also five plant species listed on the "Rare Plants" list that may be found within the project site; they include cowhorn orchid (Cyrtopodium punctatum), Curtiss' milkweed (Asclepaias lindenii), and West Coast prickly -apple (Harrisain gracilis). 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, all development must be in compliance with the Human -Wildlife Coexistence Plan. Also, listed species management plans for the Florida panther and all other listed species must be provided for County review, with approval from FWCC and/or USFWS, unless FWCC and USFWS determine mitigation and management are not needed. 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-1-Agreement to Provide Potable Water, Wastewater, and Irrigation Quality Water Utility Services to the Town of Big Cypress and Attachment C-2-Agreement to Provide Potable Water, Wastewater, and Irrigation Quality Water Utility Services to Bellmar Village for the terms and conditions between the CCWSD, the Board of Supervisors of the Big Cypress Stewardship District and the Landowners as to the exclusive provisions of utility services by the CCWSD within the Town of Big Cypress SRA. The Public Utilities Department recommends approval of this petition subject to the following Conditions of Approval: 1. The Agreement to Provide Potable Water, Wastewater, and Irrigation Quality Water Utility Services to the Town of Big Cypress shall be adopted concurrently with or prior to the Town of Big Cypress SRA Resolution. 2. The Agreement to Provide Potable Water, Wastewater, and Irrigation Quality Water Utility Services to Bellmar Village shall be adopted concurrently with or prior to the Town of Big Cypress SRA Resolution and concurrently with or following the adoption TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 15 of 26 Packet Pg. 1579 17.A.a of the Agreement to Provide Potable Water, Wastewater, and Irrigation Quality Water Utility Services to the Town of Big Cypress. Collier County Public Schools (COPS) District Review: CCPS staff has reviewed this petition and N recommends approval. L a Architectural Review: Architectural staff has reviewed this petition and recommends approval. a, 'm Landscape Review: Landscape staff has reviewed this petition and recommends approval. 0 c 3 0 Fire Review: Fire staff has reviewed this petition and recommends approval. Stormwater Review: Stormwater staff has reviewed this petition and recommends approval. Community and Human Services Review (Housing) Review: Housing staff has reviewed this petition and recommends approval. 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 of 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 1,544.46 ± acres within the Rural Lands Stewardship Area Zoning Overlay District as an SRA, to be known as the Town of Big Cypress SRA (Big Cypress), allowing for the development of residential, commercial, and civic/governmental/institutional land use components. Big Cypress 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 various public facilities to capture information on both capital needs as well as operating impacts related to the proposed project. As part of this process, the need for new facility sites and other capital items, specifically related to the proposed project were also analyzed. TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 16 of 26 Packet Pg. 1580 17.A.a 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 Town of Big Cypress 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. 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 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 the Transportation Review Section of this Staff Report and Attachment E- Public Facilities Impact Assessment, to be read in combination with the following: Based on the 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, the Developer's anticipated impact fees will exceed the capacity proportionate share for the adversely impacted roadway segment. Therefore, no additional capacity proportionate share TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 17 of 26 Packet Pg. 1581 17.A.a 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 necessary to accommodate the development. This operational proportionate share is included as a condition of approval for the SRA. DPFG treats road impacts from the 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, Big Cypress, and Village SRAs will generate approximately $84.7 million in Road Impact Fee revenues to the County, based on the development parameters and current road impact fee rate table. These estimates significantly exceed the Concurrency Fair -Share estimate referenced in DPFG's report of less than 50% of the projected road impact fees. Jacobs founds DPFG's determination of fiscal neutrality for transportation (road) impacts to be reasonable, subject to the approval of the companion Developer Agreement. 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 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 $5,075,000 and other capital revenues at $919,000. Based on discussions between DPFG and law enforcement officials, law enforcement officials indicated that there is no need for a physical substation to service Big Cypress and Village SRAs at this time but may be needed in the future. The County currently has a deficiency between the adopted versus achieved LOS for law enforcement infrastructure. This deficiency is not due to the proposed Big Cypress and Village SRAs Development and cannot be resolved by this development. Capital costs are included to equip the required number of officers, amounting to a total of $3,770,000. The estimated revenues exceed the forecasted direct capital costs and result in a fiscal surplus of $2,224,000. This surplus will likely be expended on indirect capital costs and future law enforcement infrastructure needs. Therefore, the impact is neutral. Jacobs found DPFG's determination of law enforcement as fiscally neutral to be reasonable. 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. TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 18 of 26 Packet Pg. 1582 17.A.a The capital needs for EMS was established using the case study approach. DPFG projects capital revenues of $1,252,000. According to EMS management, Big Cypress and SRAs will be served by a new EMS facility planned for the corner of Desoto Blvd/Golden Gate Blvd East (EMS Station 74), scheduled to open in early 2023. This infrastructure category currently has an identified deficiency between the adopted and achieved levels 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. MS direct capital costs were estimated at $649,000, which is less than the projected impact fee and other capital revenues of $1,252,000, leaving about $603,000 for indirect/related capital costs. Therefore, the impact is neutral. Jacobs found DPFG's determination of emergency medical services as fiscally neutral to be reasonable. Regional Parks & Community — Fiscally Neutral. The County imposes separate impact fees for community and regional parks. Impact fee revenues of community parks were calculated to be $6,843,000 (plus other capital revenues of $110,000 for a total of $6,953,000) and regional parks were $19,504,000 (plus other capital revenues of $1,004,000 for a total of $20,508,000). The cost of estimated acreage ($33,150 per acre) required to achieve the County LOS for community parks forms the basis for capital impacts, which DPFG estimated at $1,474,000, leading to an estimated surplus of $1,790,000 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. The recommended LOS and cost per acre result in an estimated capital cost for regional parks of $20,765,000. The cost of the regional parks of $20,765,000 is more than the estimated impact fee and other capital revenues of $20,508,000 of the regional parks by $257,000. 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 $1,533,000. DPFG's assumption that regional park acreage compared to the relative cost of inland acreage. blended County average, then the capital fiscal calculations. costs will reflect average costs is conservative If inland acreage costs less, on average, than the surplus for parks would be higher than DPFG's Based on the adjustment to the achieved LOS discussed above, Jacobs found that parks will be fiscally neutral, as opposed to DPFG's determination of parks as fiscally positive. TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 19 of 26 Packet Pg. 1583 17.A.a Public Utilities (Water, Wastewater, Irrigation Water, and Solid Waste) — Fiscally Neutral. See the Public Utilities Review Section of this Staff Report and Attachment E - Public Facilities Impact Assessment, to be read in combination with the following: A Memorandum of Understanding (MOU) that outlines commitments from Collier Land Holdings, Ltd. and CDC Land Investments, LLC, and the Big Cypress Stewardship District, confirm that Collier County Water -Sewer District (CCWSD) will provide potable water for domestic use, irrigation, and sewer service to Big Cypress and Village SRAs. As the CCWSD is an enterprise fund, the costs to serve the Big Cypress development will be recovered per the terms of the MOU between Collier Land Holdings, Ltd. and CDC Land Investments, LLC, and the Big Cypress Stewardship District. 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 that level of detail. 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 found DPFG's determination of fiscal neutrality for potable water, wastewater public, and solid waste facilities and services to be reasonable. 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 Big Cypress water management 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 flow way systems as they transition between private and public lands. The developer of Big Cypress and Village SRAs will be responsible for all costs associated with the design, permitting, construction, and operation of the proposed stormwater improvements required to serve the Big Cypress and Village SRAs development. Because the flow ways within this project are natural wetland systems, the capacity existing before this development will be the same as the capacity after. Considering that water quality treatment is primarily accomplished using wet detention (lakes) located within the SRA and overlapping into the WRA areas, discharges from the SRA water management system to WRA areas will occur after water quality volumes have been achieved. All discharges to the WRA from development will only occur after TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 20 of 26 Packet Pg. 1584 17.A.a water quality volumes have been provided in the development area. Buffer lakes and associated contaminant berms are permitted in select locations in the existing WRAs, with modifications confined to areas that exhibited heavy exotic infestation and had little to no habitat function. To the extent that Big Cypress 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, Jacobs found the determination of fiscal neutrality to be reasonable. North Collier Fire & Rescue District — Fiscally Neutral. See the 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. Due to the current operating millage of the Big Corkscrew Island SDA being geared to much lower -density development, Big Cypress, and Village SRAs are currently projected to generate significant operating surpluses. The current millage rate and the projected tax base of Big Cypress and Village SRAs result in annual ad valorem revenues of $13,577,000. The annual operating expenses to serve Big Cypress and Village SRAs population, based on an average of the fire district's existing stations and population served, are $5,000,000. Thus, there is a projected operating fiscal surplus. The capital needs for fire & rescue were established using the case study approach. Big Cypress and Village SRAs will generate total capital revenues of $5,324,000 for the North Collier Fire & Rescue District. Estimated one-time capital costs for fire and rescue services were estimated at $5,765,000, resulting in a capital deficit of $441,000. While there is a one-time capital deficit of $441,000, the annual operating surplus is significantly larger. Jacobs found DPFG's determination of fire & rescue as fiscally positive to be reasonable. 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. Based on projections of school enrollment by type, as well as the operating revenue and costs impacts, the calculations estimating the fiscal impacts on the County School District indicate that Big Cypress and Village SRAs are fiscally neutral. DPFG estimates ad valorem local millage revenues at a buildout of $13,989,000, with matching levels of operating expenditures. TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 21 of 26 Packet Pg. 1585 17.A.a 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 Cn derived from fees. The fees are being phased -in in stages per Section 74-307 of the school impact N fee ordinance. There are no impact fees levied on non-residential units, as these units do not L contribute students to the school system. DPFG uses adopted residential impact fees as of February v 8, 2018, as follows: a, 'm • Multi -Family and Single Family Attached: $2,844.19 0 0 • Single Family Detached: $8,789.54 c Revenues to pay for growth -related capital expenditures are derived not only from impact fees on residential -only units but also from 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 Big Cypress and Village SRAs development program results in net fiscal neutrality. Other Facilities — Fiscally Neutral. The DPFG report also provided analysis related to Correctional Facilities and Irrigation Water. 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 facilities, and the analysis is consistent with the impact fee methodology. 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 the functional population. This methodology considers the demand from commercial land uses. Combined revenues from impact fees and other capital revenues amount to $4,511,000, with comparable capital outlays, resulting in a finding of fiscal neutrality. The Big Cypress and Village SRAs project will result in a conversion of approximately 3,500 acres from agricultural land into a residential development. This development will necessitate about 1,072 acres of lawn and landscaping requiring irrigation. The project will obtain a water use permit from the SFWMD, to allow onsite surface and groundwater withdrawals. The proposed change in land use is anticipated to result in a significant net reduction of irrigation water usage at the site,10 and the developer aims to secure 100% of the project's irrigation demands from reclaimed water. Collier County is not expected to bear any responsibility for the cost associated with the Big Cypress and Village SRAs irrigation system, resulting in a finding of fiscal neutrality. Conclusion Through this independent analysis and peer review, Jacobs confirms the reasonableness of DPFG's analysis and 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 Big Cypress and Village SRAs development is fiscally neutral, as defined, for Big Cypress and Village SRAs for Collier County, the North Collier Fire & Rescue District, and the Collier County School District. TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 22 of 26 Packet Pg. 1586 17.A.a 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 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 are 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 Big Cypress and Village SRAs qualify as fiscally neutral, as defined, for County capital and operating impacts, subject to the approval of the Town Agreement that is being negotiated between the Collier County and the Developer. 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 Big Cypress and Village SRAs development would meet the County's requirements for fiscal neutrality. Zoninm Review: The proposed amendment changes comply with the requirements of the SRA procedures outlined in LDC Section 4.08.07. In compliance with LDC Section 4.08.07.E, the proposed changes are not in conflict with any SRA suitability criteria, RLSA District regulations. The proposed changes continue to direct incompatible land uses away from FSAs, HSAs, WRAs, and Conservation Lands. The petitioner has demonstrated that he has acquired sufficient Stewardship Credits to implement the SRA uses. The proposed changes should not have negative environmental and public infrastructure impacts and are compatible with adjacent land uses. As previously stated, the proposed Town of Big Cypress SRA implements the Town Agreement by adding 544.65 acres allowing for: - 88.2± acres and 882 dwelling units of affordable housing - 44.45± acres of a community park - 27.9± acres of an elementary school site - 753,440 to 1,390,000 square feet of commercial/light industrial - 66,480 to 86,000 square feet of civic uses - 2,427 to 4,432 dwelling units The proposed overall density ((2,427 to 4,432 dwelling units for 1.57 dwelling Units per Acre (DUAs) to 2.87 DUAs)) and intensity are consistent with the LDC and GMP. The proposed Town of Big Cypress fulfills the requirements and commitments identified in the approved Town Agreement and stated on pages 4 and 5 of this staff report. TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 L Q. c.� 'm 0 c 0 F- Page 23 of 26 Packet Pg. 1587 17.A.a DEVIATION DISCUSSION: The petitioner is seeking two new deviations from the requirements of the LDC in addition to the previously approved deviations. The new deviations are directly extracted from SRA Document Section VIII. Deviations. The petitioner's rationale and staff analysis/recommendation of the new deviations are outlined below. SRA Document Section 8.7 Other Deviations: Deviation # 4 seeks relief from LDC Section 5.04.04.B.5. — "Model Homes and Model Sales Centers", which permits a maximum of five (5) model homes, or a number corresponding to ten (10) percent of the total number of platted lots, whichever is less, per platted approved development prior to final plat approval. The requested deviation is to allow for a maximum of 50 model homes at any one time within the overall Town. With each building permit for a model home, the applicant shall provide documentation as to the current number of model homes in existence. Petitioner's Justification: The petitioner states the following in support of the deviation: The Town allows for a maximum of 4,432 residential dwelling units, which will take a significant amount of time to get to completion and include multiple developers. The allowance of a maximum of 50 model homes will allow for the different styles associated with different developers and current trends or architectural styles that may change throughout this build -out stage. A similar deviation was approved in the Willow Run RPUD and the San Marino RPUD. Staff Analysis and Recommendation: Zoning and Development Review staff recommends APPROVAL of this deviation, finding that in compliance with LDC Section 4.08.07.J.8(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 # 5 seeks relief from LDC Section 5.05.08 Architectural and Site Design Standards, Paragraph D.9.b. i, and ii, which states the following: i. Primary facades. All exterior facades of freestanding structures, including structures located on outparcels, are considered primary facades and must meet the requirements of this section with respect to the architectural design treatment for primary facades in LDC section 5.05.08 D.2., except for those facades considered secondary facades. ii. Secondary facades. One fagade of a freestanding structure, including structures located on outparcels, that is internal to the site and that does not abut or face public or private streets adjacent to the development. Outparcels and freestanding buildings are allowed one secondary fagade. TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 24 of 26 Packet Pg. 1588 17.A.a This deviation seeks to instead allow for up to two secondary facades for outparcels and freestanding buildings located in those portions of the Town Core and Business Park tracts located Cn east of Future Big Cypress Parkway and west of the 80-foot connector road (providing a N connection from the Town to Bellmar Village) and within the Business Park Tract located north of L Oil Well Road. The application of this deviation shall be determined as part of the architectural review at the time v, of SDP. If the respective adjacent roadway has been permitted and construction has commenced, m this deviation shall not apply. 0 3 0 Petitioner's Justification: The petitioner states the following in support of the deviation: The Town includes multiple roadway interconnections and future roadways that may not be built for 10-15 years, increasing the number of building frontages along such roadways. This development scenario is unique for Collier County which includes a commercial strip style of development and development that occurs along existing roadways. This deviation will allow for greater flexibility in the building design for those sites adjacent to a future roadway that has yet to be constructed while ensuring the secondary facades are adequately identified at the time of the SDP review. 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 Tuesday, June 7, 2022, at 5:30 p.m. at the Collier County OF/IFAS Extension, 14700 Immokalee Rd., Multipurpose Room, Naples, FL 34120. There were no members of the public in attendance. COUNTY ATTORNEY OFFICE REVIEW: The County Attorney's office reviewed the staff report for Petition Number PL20210001496, Town of Big Cypress SRA on April 25, 2023. RECOMMENDATION: Staff recommends the Collier County Planning Commission, acting as the local planning agency and the Environmental Advisory Council, forward Petition SRA-PL20210001496, Town of Big Cypress SRA, to the Board of County Commissioners with a recommendation of approval subject to the following Conditions of Approval: TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 25 of 26 Packet Pg. 1589 17.A.a 1. Prior to issuance of the first SDP and/or PPL, all development must be in compliance with the Human -Wildlife Coexistence Plan. Also, listed species management plans for the Florida panther and all other listed species must be provided for County review, with approval from FWCC and/or USFWS, unless FWCC and USFWS determine mitigation and management are not needed. 2. The Agreement to Provide Potable Water, Wastewater, and Irrigation Quality Water Utility Services to the Town of Big Cypress shall be adopted concurrently with or prior to the Town of Big Cypress SRA Resolution. 3. The Agreement to Provide Potable Water, Wastewater, and Irrigation Quality Water Utility Services to Bellmar Village shall be adopted concurrently with or prior to the Town of Big Cypress SRA Resolution and concurrently with or following the adoption of the Agreement to Provide Potable Water, Wastewater, and Irrigation Quality Water Utility Services to the Town of Big Cypress. Attachments* Attachment A -Proposed SRA Resolution Attachment B-Town Agreement Attachment C-Consistency Review Memorandum Attachment C-1-Agreement to Provide Potable Utility Services to the Town of Big Cypress Attachment C-2-Agreement to Provide Potable Utility Services to Bellmar Village Attachment D-Economic Assessment Attachment E-Peer Review Water, Wastewater, and Irrigation Quality Water Water, Wastewater, and Irrigation Quality Water Attachment F-Public Facilities Impact Assessment Attachment G-Application TOWN OF BIG CYPRESS SRA, SRA-PL20210001496 May 10, 2023 Page 26 of 26 Packet Pg. 1590 Receipt# 0084 17.A.c 8/2/2021 2:06:03 PM ,\BR Cot Crystal K. Kinzel - Clerk of the Circuit Court and Comptroller yF CiRC.•� a Customer Deputy Clerk Clerk Office Location PICK UP Mary L. Lamb -Luckey Collier County Govt. Center CLERK TO THE BOARD/MINS mary.luckey@collierclerk.com Building LA, 2nd Floor & REC 239-252-7242 3315 Tamiami Trl E Ste 102 3299 TAMIAMI TRL E STE 401 Naples, Florida 34112-4901 NAPLES, FL 34112 1 Document Recorded DOC TYPE INSTRUMENT BOOK PAGE AMOUNT Agreement 6106240 5991 2134 $103.50 1 Product QUANTITY DESCRIPTION UNIT COST AMOUNT 1 Corrected: OR Mtge Record ing:Agreement (Instrument: $1.00 $1.00 6106240 Book: 5991 Page: 2134) (1) TOTAL AMOUNT DUE $104.50 Clerk Account#: BCC ($103.50) Original Balance: $0.00 (8/3/2021 9:40:04 AM) Clerk Account#: BCC ($1.00) BALANCE DUE $0.00 Note: 8/2/2021 2:06:03 PM Mary L. Lamb -Luckey: BILL DEPT: TRANSPORTATION, ACCT: 313-163673-633011-601711 8/3/2021 9:40:04 AM(1) Receipt Updated by: Deputy Clerk Katrish A Pugh Disclaimer: All transactions are subject to review/verification. The Clerk reserves the right to correct for clerical errors and to assess or refund charges as needed. a� L Q U LM 'm 0 c 3 0 co 0 0 0 0 N 0 N J d c 0 r m a a� c .E 0 N ti M 0 @0000@e@0@)[FlIz❑ggao Page 1 of 1 Packet Pg. 1591 17.A.c TOWN AGREEMENT THIS TOWT� AGREEMENT (hereinafter referred to as the "Agreement") is made and entered into this of2021, by and among COLLIER LANDHOLDINGS, LTD a and CDC LAND INVESTMENTS, LLC (collectively referred to as the "Landowner"), whose address is 2550 Goodlette Road North, Naples, Florida 34103, and THE BOARD OF COUNTY N COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF COLLIER COUNTY, FLORIDA (hereinafter referred to as the "County"). v T RECITALS: 0° 0 c WHEREAS, on January 28, 2020, the Collier County Board of County Commissioners adopted Resolution 20-24 'approving and designating the Rivergrass Village Stewardship 0 Receiving Area ("Rivergrass Village") within the Rural Lands Stewardship Area (RLSA); and rn WHEREAS, Landowner has submitted Petition SRA-PL20190001836 to designate the Longwater Village Stewardship Receiving Area ("Longwater Village"); and WHEREAS, Collier Land Holdings, Ltd. has submitted a Petition SRA-PL20190001837 to designate the Bellmar Village Stewardship Receiving Area (`Bellmar Village"); and WHEREAS, RLSA Policy 4.15.1 of the Future land Use Element of the Collier County Growth Management Plan recognizes that it may take several Villages to support community scaled retail and office uses in a town; and WHEREAS, the designation of Rivergrass Village, Longwater Village and Bellmar Village results in the approval of 7,850 dwelling units, 265,000 commercial square feet and 78,500 square feet of civic and institutional uses; and WHEREAS, Landowner has an additional 515.1 acres in the general vicinity of the three villages that when combined with the three villages will allow for a town to be designated pursuant to the applicable RLSA policies of the Collier County Growth Management Plan; and WHEREAS, County wants to encourage Landowner to submit a petition to designate a town that serves the three villages and the additional lands; and WHEREAS, Landowner is willing to submit a petition to designate a town that serves the three villages and the additional lands; and WITNESSETH NOW, THEREFORE, in consideration of Ten Dollars (10.00) and other good and valuable consideration exchanged amongst the parties, and in consideration of the covenants contained herein, the parties agree as follows: INSTR 6106240 OR 5991 PG 2134 RECORDED 8/2/2021 2:06 PM PAGES 12 CLERK OF THE CIRCUIT COURT AND COMPTROLLER COLLIER COUNTY FLORIDA REC $103.50 INDX $1.00 Packet Pg. 1592 17.A.c 1. All the above RECITALS are true and correct and are hereby expressly incorporated herein by reference as if set forth fully below. 2. This Agreement shall become effective upon approval of the Longwater Village and Belmar Village Stewardship Receiving Area's (SRA) and expiration of all appeal periods related to same. 3. Landowner will file an amendment to the Longwater Village SRA (hereinafter referred to as the Town Application), creating the Town SRA by adding the land uses and approximate land acreage listed below (Town Core), within 12 months of the County's approval of the pending Longwater and Bellmar Villages SRA applications. Bellmar Village SRA will not be eligible for any certificates of occupancy until the Town Stewardship Receiving Area is scheduled for public hearing before the Collier County Board of County Commissioners. The land uses and land acreage are as follows: 420,000 SF office/retail/employment, 20,000 SF Civic - 85.7 acres Community Park Site - 43.1 acres Utility Site - 5.3 acres 497 dwelling units — affordable housing Parcel 1 - 49.7 acres 240,000 SF Town Core (retail/office), 10,000 SF Civic - 36.1 acres 650,000 SF light industrial, 30,000 SF Civic - 87.1 acres 385 dwelling units — affordable housing Parcel 2 - 38.5 acres 500 single family units - 141.7 acres Elementary School - 27.9 acres Total 515.1 acres 4. The proposed conceptual Master Plan for the Town Application and the Villages of Rivergrass and Bellmar is attached hereto as Exhibit "A". 5. There shall be no timing conditions placed on the timing of the development of the Town Core which will be developed based on market conditions. However, areas identified for non-residential uses shall be set aside and not eligible for conversion to residential uses. 6. The Town Application will analyze the fiscal impacts of the entire Town inclusive of uses that would have previously been approved with the Rivergrass Village, Longwater Village and Bellmar Village. The Landowner must use the same methodology utilized for the individual villages, which incorporates the adopted levels of services, adopted impact fee rates, and millage rate as well as other funding provided to support capital infrastructure. 7. As part of the Town Application, the Landowner is to provide a fiscal analysis addressing the Towns impact, inclusive of the Rivergrass and Bellmar Villages on County Infrastructure at the Horizon Year per the RLSA rules. The Landowner and County shall cooperate for timing and location of needed interim facilities. For all first responders, interconnections between the development areas internal to the site are required. This may be accomplished by providing first responder access through gated areas. Packet Pg. 1593 17.A.c 8. The following are options that may be utilized to address/offset costs associated with the development of a cohesive town concept and provide incentives for job creation/economic development, internal capture, mixed -use development, etc. The use of these incentives should help with the economic viability of the town concept while supporting the economic diversification goals of Collier County. Available incentives may include but are not limited to: a. Innovation Zone — designed to incentivize job creation and economic development. Innovation Zone funds can be utilized in a variety of ways, including infrastructure costs, inducements for business development, payment of development fees, etc. based on an approved Innovation Zone plan. b. Reduced impact fees for reduced demand (based on infrastructure/services provided by the town), internal capture, mixed -use development, affordable housing, etc.; and c. Economic Development Incentives for targeted businesses, business expansion, job creation, and capital investment. 9. As part of the Town application, the Landowner will provide for a Community Park parcel based on the dwelling units of the Town application inclusive of the dwelling units associated with the Villages of Rivergrass and Bellmar, with a minimum size determined by using the current RLSA standard of 200 square feet per dwelling unit. The Community Park parcel shall be reserved by the Landowner until a conveyance is requested by Collier County Parks and Recreation Dision. It is understood that the Community Park will perpetually be open to the public. Upon conveyance to the County, the County shall pay Landowner $22,500/acre for the parcel in the form of park impact fee credits. Collier County Parks Department shall have full discretion as to the park design, phasing, and schedule. All park improvement costs will be borne by Collier County, however, the Landowner shall pay community park impact fees. 10. The locations of the affordable housing parcels on the proposed Master Plan are approved; however, if the site plan is materially changed the Landowner will provide for a location depicted on the Master Plan that is near a school and/or business uses. The site(s) shall be located adjacent to educational or commercial uses on land that has similar access to common open spaces, public facilities and public transportation as market rate parcels The Landowner has agreed to provide the following: a. A 497-unit, 49.7-acre, Parcel 1 and a 385-unit, 38.5-acre, Parcel 2: affordable housing sites will be set aside for acquisition by either Collier County, a Community Land Trust, a private developer or any other affordable housing providing based upon the appraised value of $22,500/acre. The Affordable Housing parcel will be considered as a Public Benefit Use and does not require Stewardship Credits but shall be included in the calculation of total SRA acreage. The Affordable Housing units shall be excluded from the Traffic Impact Statement or trip cap for the SRA in which they are located. b. Landowners will use commercially reasonable efforts to include the Affordable Housing and Community Park sites within Owners' conceptual ERP permits for Packet Pg. 1594 17.A.c Bellmar Village from the South Florida Water Management District and the Army Corps of Engineers. If Landowners are successful in including the Affordable Housing and Community Park sites within its conceptual permits for Bellmar Village, the entity that acquires the affordable housing site and the a County on behalf of the Community Park site, shall reimburse the Landowners' average permitting cost and mitigation cost, for mitigation required by such N permits, upon completion of the mitigation and Landowners' written request to a site purchaser and/or County as applicable, which reimbursement shall be U calculated by Landowners' average per acre permitting and mitigation cost a� multiplied times the acreage of the Affordable Housing and Community Park 0° sites. ° c 3 11. The transportation analysis required in the Town Application will minimally meet 0 the following requirements: a. Must complete as a "Major Study" as defined by the County's TIS Guidelines b. For all analysis, the Villages of Rivergrass, Longwater & Bellmar, approved prior to the Town application will not be deemed background/existing traffic. c. The with and without project analysis should consist of the following: 1) With Project — The entire town inclusive of Rivergrass, Longwater, Bellmar, and new Town area. 2) Without Project— Shall not include Rivergrass, Longwater or Bellmar Villages. d. Internal capture must be provided to and approved by Collier County staff prior to use in the analysis. Future year traffic projections for the Collier County roadway network will be derived using the adopted Collier Metropolitan Planning Organization (MPO) Cost -Feasible Long Range Transportation Plan (LRTP) travel demand model. Landowner must develop future year traffic projections in five-year increments both with and without the project. This will require the development of: (1) future year land use data in five-year increments; and (2) future year cost -feasible roadway networks in five-year increments; and separate Traffic Analysis Zones (TAZ's) and TAZ centroid connectors for Rivergrass Village, Longwater Village, Bellmar Village, Hyde Park Village, and the proposed "additional land" area. The land -use data sets and roadway networks will need to be provided to and approved by Collier County staff prior to their use in the travel demand modeling. f. Intersections will be agreed upon after the internal capture is finalized and initial model runs have been completed. Packet Pg. 1595 17.A.c g. The application will not be found complete until network and intersection analysis are received and accepted by the County. 'a 12. As part of the Town Application, the Landowner will increase the utilization of N SSA credits from 8 units per acre to 10 units per acre for Rivergrass, Longwater, Bellmar Villages a as well as the land area being added to form the Town. This credit adjustment with be reflected in v Longwater SRA amended application. The number of acres requiring the utilization of credits a, shall be the same as set forth in the Resolution(s) designating those SRA's. 0° 0 c 13. The Landowner agrees to provide as part of the Town Application, the following o commitments: a. Three wildlife crossings identified in Exhibit B as WC-3, WC-4, and WC-5. 1) The wildlife crossing under Oil Well Road, WC-3, will be a concrete box culvert, 20' wide, 6' tall and approximately 170' from end -to -end. The crossing will be installed by Collier County at the same time Oil Well Road is widened to 6-lanes. The Landowner will reimburse the County within 30-days from proof of payment from the County to the construction contractor. 2) The wildlife crossing under the connector road between Rivergrass Village and Longwater Village, WC-4, will be a concrete box culvert, 10' wide, 6' tall, and 80' from end -to -end. WC-4 will be installed by the Landowner or Landowner's Representative at the time the connector road is built. The Landowner, or the Landowner's Representative will be responsible for the cost of construction for the elevated road and box culvert. 3) The wildlife crossing under the Longwater Village spine road, WC-5, will be a concrete box culvert, 10' wide, 6' tall, and 80' from end -to - end. WC-5 will be installed by the Landowner or Landowner's Representative at the time the spine road is built. The Landowner, or the Landowner's representative will be responsible for the cost of construction for the elevated road and box culvert. 4) In addition to the wildlife crossings, the Landowner will be responsible for the cost and installation of approximately 14,000 linear feet of fencing, 10' high. The fencing will be installed on both sides of each opening for the wildlife crossing, and on both ends of the wildlife crossing, to direct animals toward the crossing. b. The use of bear -proof trash cans in all residential and commercial areas within Longwater Village, Bellmar Village, and the Town of Big Cypress. Packet Pg. 1596 17.A.c c. The use of light fixtures throughout the Bellmar and Longwater Village communities and street lighting that are, Dark Sky Compliant, Dark Sky Approved or has a BUG Rating where the uplighting (U) is equal to zero. d. All residents will be provided and required to acknowledge by signature a notice a of prescriptive burns that will occur not only within the adjacent Stewardship Sending Area(s), but also at the Panther Refuge. N as L Q 14. The SRA Villages of Rivergrass, Longwater, and Bellmar are exempt from v downzoning, intensity reduction, or unit density reduction unless the County can demonstrate that aM substantial changes in the conditions underlying the approval of the SRA development order(s) 0° have occurred or the SRA development order(s) was based on substantially inaccurate information 0 provided by the Landowner or that the change is clearly established by local government to be o essential to the public health, safety or welfare. 15. The approval granted by this development agreement is limited. Such approvals shall not be construed to relieve the Landowner of the duty to comply with all applicable local, state, or federal permitting regulations for the Town Application. 16. The Landowner and County shall work together in a cooperative manner to ensure that the necessary applications to the County, the corresponding reviews, issuance of permits, and the conduct of inspections occur expeditiously and that development is not impeded by unnecessary delays associated with such applications, issuance of permits, corresponding reviews, and inspections. 17. It is understood that any reference herein to any governmental agency shall be construed to mean any future entity which may be created or be designated or succeed in interest to or which otherwise possess any of the powers and duties of, any referenced governmental agency in existence on the effective date of this agreement. 18. Appropriate conditions and commitments contained herein may be assigned to or assumed by the Big Cypress Stewardship District. 19. If the Town Application is denied by the Collier County Board of County Commissioners the following commitments will remain in effect (a) the 43.1 acre Community Park parcel will be made available for County acquisition under the same terms as provided in Section 9 of this Agreement, (b) the 49.7 acre and 38.5 acre Affordable Housing parcels will be made available for County acquisition under the same terms as provided in Section 10 a. of this Agreement, (c) the Landowner will agree to increase the credits utilized as set forth in Section 12 of this Agreement and (d) the Landowner will comply with Section 13 of this Agreement. Legal Matters 20. This Agreement shall not be constructed or characterized as a development agreement under the Florida Local Government Development Agreement Act. Packet Pg. 1597 17.A.c 21. The burdens of this Agreement shall be binding upon, and the benefits of this Agreement shall inure to, all assigns and successors in interest to the parties to this Agreement. The term "Landowner" shall include all of Landowner's assigns and successors in interest, including homeowner associations and commercial tenants. 22. In the event state or federal laws are enacted after the execution of this Agreement, which are applicable to and preclude in whole or in part the parties' compliance with the terms of this Agreement, then in such event this Agreement shall be modified or revoked as is necessary to comply with such laws, in a many which best reflects the intent of this Agreement. 23. The Landowner shall execute this Agreement prior to it being submitted for approval by the Board of County Commissioners. This Agreement shall be recorded by the County in the Official Records of Collier County, Florida, within fourteen (14) days after the Effective Date. The Landowner shall pay all costs of recording this Agreement. The County shall provide a copy of the recorded document to the Landowner upon request. 24. In the event of any dispute under this Agreement, the parties shall attempt to resolve such dispute first by means of the County's then -current Alternative Dispute Resolution Procedure, if any. Following the conclusion of such procedure, if any, either party may file an action for injunctive relief in the Circuit Court of Collier County to enforce the terms of this Agreement, and remedy being cumulative with any and all other remedies available to the parties for the enforcement of the Agreement. 25. Except as otherwise provided herein, this Agreement shall only be amended by mutual written consent of the parties hereto or by their successors in interest. All notices and other communications required or permitted hereunder (including County's option) shall be in writing and shall be sent by Certified Mail, return receipt requested, or by a nationally recognized overnight delivery service, and addressed as follows: To County: Collier County Manager's Office 3299 Tamiami Trail East, Suite 202 Naples, FL 34112-5746 To Landowner: Collier Land Holdings Ltd. CDC Land Investments, LLC C/O Pat Utter 999 Vanderbilt Beach Road Suite 507 Naples, FL 34108 26. This Agreement (which include the references set forth in the Recitals) constitutes the entire agreement between the parties with respect to the activities noted herein and supersedes and takes the place of any and all previous agreements entered into between the parties hereto relating to the transactions contemplated herein. All prior representations, undertakings, and agreements by or between the parties hereto with respect to the subject matter of this Agreement are merged into, and expressed in, this Agreement, and any and all prior representations, undertakings, and agreements by and between such parties with respect thereto hereby are canceled. Packet Pg. 1598 17.A.c 27. Nothing contained herein shall be deemed or construed to create between or among any of the parties any joint venture or partnership nor otherwise grant to one another the right, authority, or power to bind any other party hereto to any agreement whatsoever. a REMAINDER OF PAGE INTENTIONALLY LEFT BLANK 0_ SIGNATURE PAGE TO FOLLOW T 'm 0 c 3 0 Packet Pg. 1599 17.A.c IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their appropriate officials, as of the date first above written. AS TO COUNTY: ATTEST: CRYS tIV5EL, Clerk By` , ti �� C 'Attest' Clerk AS TO LAN WNER: WITNESS: (Signature) v &-:0- (Print,full name&4d (Signature) (Print full name) STATE OF FLORIDA COUNTY OF COLLIER BOARD OF COUNTY COMMISSIONERS COLLIE C TY, FLORIDA By: envy Tayl , Chairperso COLLIER LAND HOLDINGS, LTD. A Florida Limited Partnership By: Collier Enterprises, Inc. a Florida Corporation, It's General Partner By: 2' (kal Printed Name: m- y—U. Title: d&,. Ne�kolaaT- The foregoing instrument was acknowledged before me by means of4< physical presence or ❑ online notarization, this ;1 ' day of 2 02 1, by ?ATCiuc, l,•yvM-C. of Collier Enterprise, Inc., its general partner of Collier Land Holdings, Ltd., a Florida corporation, on behalf of the corporation. He is personally known to me or has produced as identification. 0 s4,-O�- 9 — [Notary Seal] Valerie 1. Pike o Commission # HH 32134 N Commission Expires 08-17-2024 Bonded Through - Cynanotary Florida - Notary Public Notary Public VMgNL,"e \--' P►k"; Name typed, printed, or stamped My Commission Expires: h%x.- a u, a U _T m 0 0 Packet Pg. 1600 17.A.c (Signature) � kwez< fit" (Print full name) � 0 (Signature) C-L"©I Cc�1'�C (Print full name) STATE OF FLORIDA COUNTY OF COLLIER CDC Land Investments, LLC a Florida Limited Liability Company By: CDC Land Investments, Inc., its manaNrBy:Printed L . Title: %-C* 65�►oea-vl• The foregoing instrument was acknowledged before me by means of/K physical presence or ❑ online notarization, this ' 0"day of 3-0W , 2021, by P4Tgick_.L•VIVe�L , of CDC Land Investments, Inc., manager of CDC Land Investments, LLC, a Florida limited liability company, on behalf of the company, who is personally known to me or has produced as identificat'on. [Notary Seal] Notary Public o*aYPGe� Valerie L Pike Commission # HH 32134 N ( Commission Expires 08-17-2024 P Bonded Through - Cynanotary Florida - Notary Public \AL errs L,. Ptv'LAE Name typed, printed, or stamped My Commission Expires: Aoc,. V1, 3-b-L Packet Pg. 1601 17.A.c rass 12TIH AVE EXHIBIT CL 0 0 "Rivergrass Village F ca CY) Q Q T" C14 Q (L 0 ongwater Village 0N LO 1-dDenote' BCSD Boundary- E tm 0 F- as ,13ellmarVillage WWI. E The Villages of Big Cypress Stewardship District -- Packet Pg. 1602 L % i�1 _1 r�lr WC-3 --W�M"Mmw 0 WC-4. r \*, Exhibi B - wildlife Crossings 17.A.d �o e� Cc rmptry a Growth Management Department Zoning Division CONSISTENCY REVIEW MEMORANDUM m 0 To: Nancy Gundlach, AICP, PLA, Principal Planner, Zoning Services Section t° From: Kathy Eastley, AICP, Planner II, Comprehensive Planning Section rn Date: January 30, 2023 0 0 Subject: Future Land Use Element Consistency Review of Proposed Stewardship Receiving CD Area N PETITION NUMBER: SRA PL20210001496 PETITION NAME: Town of Big Cypress Stewardship Receiving Area (SRA) REQUEST: This petition seeks to amend the 999.8 acre Longwater Village SRA by adding 544.65 acres to create the Town of Big Cypress SRA (1,544.46 acres). The proposal is 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 (GMP) Future Land Use Element (FLUE) and the Collier County Land Development COde(LDC). The Longwater Village SRA was approved by the Collier County Board of Commissioners Resolution 2021-119 on June 8, 2021. ATown Agreement was subsequently executed between the landowners and Collier County regarding the creation of the Town of Big Cypress and included the requirements associated with the land being added to the Longwater Village SRA to create the Town of Big Cypress. The Town Agreement is consistent with the Collier County Growth Management Plan (GMP). The Town of Big Cypress SRA (Town) is 1,544.46 acres and will be developed based upon the creation of Context Zones to `establish the use, intensity and diversity within a town'. The Town has five Context Zones, including; Context Zone Definition Area Percentage Neighborhood General Mix of housing, neighborhood scale 1,234.64 acres 80% goods and services, parks, schools, recreations use, and open space. Town Core Most dense and diverse zone with a full 35.66 acres 2.3% range of uses and the most active area within the Town. Town Center Wide range of uses including goods and 20.93 acres 1.4% services, culture/entertainment, and residential uses. Less intense than a Town Core. Business Park Office, light industrial, and light 165.03 acres 10.7% manufacturing uses in a park -like setting Packet Pg. 1604 17.A.d Town of Big Cypress — PL20210001496 Affordable Housing Residential units provided for low and 88.21 acres 5.7% moderate income households, located in areas adjacent to educational or commercial uses. The Collier County Land Development Code (LDC) defines `Town' as a form of SRA which `are the largest and most diverse' with a full range of housing types and mix of uses. The above referenced Context Zones create areas which vary in density and intensity to provide an array of uses to support the residential component of the development, including employment opportunities. The request includes the following land uses by category: Land Use Category Minimum Maximum Commercial/Light Industrial 753,440 SF 1,390,000 (+80,000 SF approved for Longwater Village Center) Civic 66,480 SF 86,000 Residential 2,427 DU 4,432 DU Affordable Housing Density 882 DU N/A Affordable Housing Acreage 88.2 AC N/A Community Park 44.45 AC N/A Elementary School Site 27.9 AC N/A LOCATION: The property is located on the east side of DeSoto Boulevard, north and south of Oil Well Road, and west of the intersection of Oil Well Grade Road and Oil Well Road within Sections 3, 14, 22, 23, 26, 27, 34, and 35, Township 48 South, Range 28 East. COMPREHENSIVE PLANNING COMMENTS: Background: 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. 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. Page 2 of 16 Q as a U 0 'm 4- 0 c 3 0 F_ Packet Pg. 1605 17.A.d Town of Big Cypress — PL20210001496 This application proposes the Town 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 Town, will be obtained from permanent restrictions on the use of environmentally sensitive land (from the approved SSA). The SRA procedures and a standards are outlined in Section 4.08.07 of the LDC. Specifically, the SSA to be used to enable the N Town to proceed as an SRA is SSA No. 15 (4,477.9 credits), SSA No. 17 (4,527.6 credits), SSA No. N 14 (6,792.3 credits). This SRA application states that a total of 15,797.8 Stewardship Credits will be a used to entitle the Town based upon 10 credits per acre, as asserted by the petitioner. Calculation of the credits is based upon the Town acreage, less acreage proposed for public benefit use. The 0 calculation also includes the addition of WRA lakes that are external to the SRA boundary. Fn 4- Analysis: The Town 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 o 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]. o Typical Characteristics Town Size (Gross Acres) 1,500 — 5,000 acres; The SRA is ±1,544.46 acres. Residential Units (DUs) per 1 — 4 DUs per gross acre; gross acre base density Proposed maximum density = 4,432 DU/±1,544.46 gross acres = 2.8 DU/A. Residential Housing Styles Full range of single family and multi -family housing types, styles, lot sizes; The full range of housing types a minimum of 10% single- family DUs (443 DUs); a minimum of 10% multi -family DUs (443 DUs) as defined in the LDC; and a minimum of 10% single-family attached units or villas (443 DUs). Housing types include single-family, two-family, multi -family, and horizontal multi -family, ranging from one to three and one half stories situated on lots in the Context Zones allowing residential uses. Maximum Floor Area Ratio or Retail & Office — 0.5 FAR; The Town proposes retail and office Intensity (FAR) uses, as a component of the Manufacturing/Light Industrial minimum and maximum intensity of uses which require a minimum of 753,440 sq. ft. and a maximum of 1, 390, 000 sq. ft. (plus 80, 000 previously approved for Longwater Village for a total maximum of 1, 470, 000 sq. ft.); the uses and FARs are provided for in the Context Zones. Civic/Governmental/Institution — 0.6 FAR; Sites for civic, governmental, and institutional services are provided at a minimum intensity of 66,480 sq. ft. and a maximum intensity of 86,000 sq. ft.; the FARs and uses are provided for in the Context Zones. Manufacturing/Light Industrial — 0.45 FAR; while not required, manufacturing and light industrial uses are provided in the Business Park Context Zone. Page 3 of 16 Packet Pg. 1606 Town of Big Cypress — PL20210001496 17.A.d Group Housing — 0.45 FAR; while not required, group housing for Senior Assisted Living Facilities (ALF), Independent Living Facilities (ILF), and Continuing Care Retirement Community (CCRC) are provided in the Neighborhood General and Town Center Context Zones. Transient Lodging — 26 units/acre net; Hotels and motels are allowed in the Town Core and Business Park Context Zones at 26 units per net acre when located within an activity centers, and at 16 units per net acre when located outside activity centers. Goods and Services Town Center with Community and Neighborhood Goods and Services in Town and Village Centers: Minimum 170 Sq. ft. gross building area per DU; Corporate Office, Manufacturing and Light Industrial. The Town includes a minimum of 753,440 sq. ft. of Manufacturing/Light Industrial uses including commercial and office uses (4,432 DUs x 170 sq. WDU). 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 Town. Interim Well and Septic; Not required - not proposed. Recreation and Open Spaces Community Parks (200 SF/DU), subject to Level of Service Requirements. 20.35 acres are required for a Community Park based upon the town dwelling units (4,432 du * 200); however, per the Town Agreement the Community Park size is based upon the combined residential density from the Town of Big Cypress SRA (4,432 du), Rivergrass Village SRA (2,500 du), and the Bellmar Village SRA (2,750 du) resulting in 9,682 du * 200 = 1,936,400 sq ft or 44.45 acres. The proposed Community Park is 44.45 acres. Parks & Public Green Spaces w/n Neighborhoods; Parks and Park Preserves are provided for Neighborhood Parks (13.82 acres), Park Preserve (9.52 acres), and amenity centers (23.4 acres) Active Recreation/Golf Courses; Not required — not proposed. Lakes; 148.99 acres of lakes are provided within neighborhoods and along the project's perimeter. Open Space — minimum 35% of SRA; 540.56 acres required (1,544.46 x .35=540.56), and 716.06 acres provided (46.36%) which is an additional 175.5 acres above the requirement. Page 4 of 16 a as L Q U a, E 4- 0 c 3 0 F- c 0 N ti Cl) W LO N- E 0 c `0 E 0 3 a� as c a) T) c 0 U U r c as E U ns a c a� E U 0 r r Q Packet Pg. 1607 17.A.d Town of Big Cypress — PL20210001496 Civic, Governmental and Wide Range of Services — minimum 15 sq. ft./DU; 66,480 sq. ft. Institutional Services required (4,432 DUs x 15 sq. ft/DU); a minimum of 66,480 sq. ft. and a maximum of 86, 000 sq. ft. provided. Full Range of Schools; Not required by the FLUE. The Town Agreement does not require two (2) school sites; however, the Longwater Village had a second school site agreed to by Developer Commitment. One school site is proposed within the Town for a public elementary school and the application has stated that a high school site is located proximate to, but not within the Town, approximately 2.7 miles north of Oil Well Road. 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 Oil Well Road, an arterial road classified in the Transportation Element; and an interconnected road system connecting the neighborhoods within the Town, and to adjacent Villages, is provided. The Town will have access via proposed Big Cypress Parkway. Interconnected sidewalk and pathway system; an interconnected sidewalk and pathway system will serve the Town, and bicycle lanes are proposed on the spine road. 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 Town is provided. A potential future % acre Transfer Station or Park and Ride is shown on the Master Plan. 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.] 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 Page 5 of 16 Packet Pg. 1608 17.A.d Town of Big Cypress — PL20210001496 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 cn 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 a have been cleared or otherwise altered for this purpose. Lands shown on the Overlay Map as eligible U for SRA designation include approximately 72,000 acres outside of the Area of Critical State Concern P (ACSC) and approximately 15,000 acres within the ACSC. Total SRA designation shall be a o 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 Iocational standards o 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. o [The Longwater Village SRA was determined as suitable based upon Village criteria and certain other standards described in RLSA Overlay Group 4 Policies. The additional acreage used to comprise the Town is also suitable for the SRA designation pursuant to the Town Agreement and is shown 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 petition includes 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 15, 797.8 credits generated from SSA No. 14, SSA No. 15, and SSA No. 17 to entitle development of 1,544.46 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.] 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 Page 6 of 16 Packet Pg. 1609 17.A.d Town of Big Cypress — PL20210001496 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. cn 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 petitioner's submittal demonstrates compliance with all applicable policies of the RLSA Overlay and the LDC Stewardship District (RLSA zoning overlay), based upon staff reviews. Note: the analysis of some policies has been deferred to other County staff. The Town SRA includes the strategic placement of open space (parks, lakes and buffers) to direct incompatible land uses away from the adjacent SSA-17 and SSA-15 areas, including FSA and HSA areas on the northeastern boundary of the Town; or to provide buffers, thereby reducing human - wildlife conflicts or impact to flow ways. Additionally, the petitioner is committed by the Town Agreement to construct several wildlife crossings on roadways and to install 14,000 linear feet of 10- foot high fencing to minimize conflicts in three identified wildlife crossing areas. Bear -proof trash cans will be in all residential and commercial areas within the Town of Big Cypress SRA. 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 PPLJ 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 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 petitioner's SRA document and Master Plan demonstrates compliance with this Policy, based upon staff discipline reviews. The linear aspect of the project poses challenges with regard to centrally locating goods and services for the Town; however, a majority of the most intensive uses are along future Big Cypress Parkway including employment in the Business Park Context Zone which is adjacent to an Affordable Housing Context Zones both to the north and south. The Town Core and the Community Park are also located along this corridor providing for a full range of activities. A potential future transportation transfer station is located between the Business Park and Page 7 of 16 Packet Pg. 1610 17.A.d Town of Big Cypress — PL20210001496 the Town Core allowing for additional transportation opportunities. The Mobility Plan depicts a connected sidewalk and pathway system to encourage pedestrian and bicycle circulation throughout the Village and interconnection between SRAs will promote the planned areas for employment, shopping, and recreational opportunities. See Transportation review in zoning staff report.] a 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 Town 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.] 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 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. (The petitioner'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, public green spaces, and parks that are interconnected with a sidewalk and pathway system to encourage pedestrian and Page 8 of 16 Packet Pg. 1611 17.A.d Town of Big Cypress — PL20210001496 bicycle circulation throughout the Town; and a transit stop, and shelter are planned within the Town, and a potential future % acre Transfer Station or Park and Ride is shown on the Master Plan. The variety of transit methods provided will promote movement through the Town for employment, shopping, and recreational opportunities, as well as between SRAs and other areas. See Transportation review in zoning staff report.] cn Policy 4.7.2: [This Policy regarding Villages is not applicable to this application.] Policy 4.7.3: [This Policy regarding Compact Rural Development (CRD) 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 Business Park Context Zone will provide employment opportunities at a suitable scale for the Town as well the surrounding Villages. Two Business Park Context Zones are proposed with one located at the northern and one at the southern edges of the Town, on the east side of future Big Cypress Parkway and on the north side of Oil Well Road. The location of light industrial and manufacturing uses allowed in the Business Park Context Zone is generally compatible with adjacent commercial uses and is buffered from adjacent residential uses 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. 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 SRAApplicant 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 Page 9 of 16 Packet Pg. 1612 17.A.d Town of Big Cypress — PL20210001496 alternative options may be proposed, shall be set forth in the Rural Lands Stewardship Area Overlay Zoning District. [Consistent with the Town Agreement, two Affordable Housing parcels are provided in locations along the future Big Cypress Parkway corridor proximate to transit, the community park, employment, and the Town Core. The Affordable Housing Context Zone consists of two parcels (49.7 acres and 38.5 acres) with a density of 10 acres per dwelling unit. The petitioner commits to reserve this area for future 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. 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 and FSA but does not encroach into these areas; and the proposed SRA development is buffered from those areas, as required in Policy 4.13.] 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 (NRI) 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 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 HSA and FSA but does not encroach into these areas. See Environmental review in zoning staff report.] 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 exceeds the minimum requirement of thirty-five percent of the Town's gross acreage — 1,544.46 x 35%=540.561 acres; 716.06 acres provided (>46%). The Environmental Planning Section evaluated lands for the NRI value and identified any such lands greater than one acre for retention as open space.] Page 10 of 16 Packet Pg. 1613 17.A.d Town of Big Cypress — PL20210001496 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 designed with a water retention system of lakes and buffers to transition residential uses from surrounding environmentally sensitive lands and other lands designated agricultural with low density and agricultural uses. Non-residential uses including the Town Core, Town Center, and Business Park are primarily located along the linear (north/south) corridor of the Town which is adjacent to the future Big Cypress Parkway. This model of strip development is necessitated by the adjacent SSA area on the east. A second Business Park Context Zone is located on the north side of Oil Well Road, disconnected from the remainder of the town but centrally located proximate to Rivergrass Village and Hyde Park. The SRA edges have adequate landscape buffers including the 300-foot buffers from the FSA and HSA and building setbacks have been established 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 groundwater 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 HSA and FSA lands in the northeastern portion of the SRA, both north and south of Oil Well Road. Development Review staff and Stormwater staff have reviewed the SRA for compliance with this Policy. See Stormwater review in zoning staff report.] 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, including parks, lakes and buffers are located within the SRA to provide the required buffer between the SRA and the adjoining HSA and FSA (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 Page 11 of 16 Packet Pg. 1614 17.A.d Town of Big Cypress — PL20210001496 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 multiple ingress/egress points along future Big Cypress Parkway, and two ingress/egress points from Oil Well Road (one to the Business Park Context Zone on the north side of Oil Well Road, and one to the south that connects to the remainder of the development). Oil Well Road is an arterial road as classified in the Transportation Element, and future Big Cypress Parkway will be constructed as an arterial 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. See Transportation review in zoning staff report.] 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 Town will provide for a full range of community needs for the town as well as the adjacent SRAs, including Bellmar Village and Rivergrass Village. The accumulated impacts of multiple villages will be mitigated by the provision of Town regional civic, and employment uses. The Town of Big Cypress is required to meet the minimum thresholds for non-residential uses in each category identified in Attachment C. A minimum of 753,440 sq. ft. and a maximum of 1, 390, 000 sq. ft. of Commercial/Light Industrial uses, and a minimum of 66,480 sq. ft. and a maximum of 86, 000 sq. ft. of civic, government and institutional uses are proposed in the Town.] Page 12 of 16 Packet Pg. 1615 17.A.d Town of Big Cypress - PL20210001496 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 cn public facility dedications required as a condition for PUD rezoning. L Q [The Town is providing the areas for parks and other public facilities, as outlined in the Town v Agreement, however, the Policy provided for informational purposes.] aM m 4- Policy 4.15.3: r_ Applicants for SRA designation shall coordinate with Collier County School Board staff to allow o 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: o 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. (The Town will consist of up to 3,550 dwelling unit (not including the Affordable Housing units) which will generate 897 new students at build out. The Town, Bellmar Village and Rivergrass Village will generate 2,332 new students at build out. An Elementary School site is reserved (School Site B) at the southern end of the Town, to be set aside for future purchase by the District School Board of Collier County (District) for use as an elementary school, should the District determine the necessity. A second school site (School Site A) is reserved for a middle school or high school, however, it is located outside of the SRA 2.7 miles north of Oil Well Road, in conflict with the Developer Commitments that were part of the Longwater Village SRA. The Town Agreement does not require two school sites within the Town SRA. School Site A would also be available for future District purchase if a need is determined. According to the petitioner, the reservation of these two school sites for future sale to the District fully mitigates the development's impact to the elementary, middle, and high schools needed to serve the combined populations of Rivergrass Village, Bellmar Village, and the Town of Big Cypress.] 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 Page 13 of 16 Packet Pg. 1616 17.A.d Town of Big Cypress — PL20210001496 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 Town — or provided concurrently with the demand. The infrastructure analysis for the development has been provided 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. The Collier County Water -Sewer District will provide public water distribution and wastewater treatment utilities to the Town in accordance with existing agreements with the Big Cypress Stewardship District to provide service to the Town of Big Cypress as well as the Villages of Bellmar and Rivergrass. 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. 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 Page 14 of 16 Packet Pg. 1617 17.A.d Town of Big Cypress — PL20210001496 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. (The Town Agreement resulted in a requirement for ten (10) SSA credits per acre to entitle the Town of Big Cypress, as well increased the credits required for Rivergrass Village and Bellmar Village from eight (8) credits to ten (10) credits. An accounting of the revised SSA credits for each SRA has been provided. The credits were generated from SSA 14, SSA 15, and SSA 17.] 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. (A total of 116.14 acres of the 1,544.46 acre Town is determined as "public benefit use", consisting of the Affordable Housing acreage (88.2 acres) and the Elementary School acreage (27.93 acres) which qualifies under the category, as provided in this Policy and 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 petition in conjunction with the Florida Division of Historic Resources will assess the Page 15 of 16 Packet Pg. 1618 17.A.d Town of Big Cypress — PL20210001496 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 a land uses. Within one year of the effective date of this Policy LDC regulations shall be implemented U for outdoor lighting to protect the nighttime environment, conserve energy, and enhance safety and LM security. 0° 0 [The SRA Village will use "Dark Sky" lighting design in their residential and commercial areas.] 3 0 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 g Town; and, N O 2) The proposed Stewardship Receiving Area (SRA) for the Town may be deemed consistent with CM the Future Land Use Element, Rural Lands Stewardship Area Overlay. a Page 16 of 16 Packet Pg. 1619 17.A. e AGREEMENT TO PROVIDE POTABLE WATER, WASTEWATER AND IRRIGATION QUALITY WATER CI"I`ILITY SERVICES TO THE TOWN OF BIG CYPRESS THIS INTERLOCAL AGREEMENT ("Agreement") is made and entered into this day of .2023 by and between the Hoard 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'), the Board of Supervisors of the Big Cypress Stewardship District (hercinafter referred to as the "District"), CDC Land Investments, LLC and Collier Land Holdings, Lid. (hereinafter referred to as "Landowners") (collectively the "Parties"). RECITALS: WHEREAS, Section 163.01(4), Florida Statutes, the Florida Interlocal Cooperation Act of 1969 (the "Act"), authorizes the joint exercise of any power, privilege or authority that the public agencies involved hercin might exercise separately; and WHEREAS, the CCWSD and the District are public agencies within the meaning of the Act and desire to engage in the joint exercise of power that each Wright exercise separately; and WHEREAS, the CCWSD provides water, wastewater and irrigation water service (collectively known as "utility services"), in an economical and environmentally beneficial planner to much of the unincorporated area of Collier County; and WHEREAS, the District also has statutory authority to provide utility services within the District, but intends to authorize the CCWSD to provide utility services within certain designated areas of the District; and WHEREAS, the CCWSD's service boundaries encompass the District; and WHEREAS, the CCWSD shall incorporate certain designated lands and property within till District into CCWSD's service area to exclusively provide retail potable water, wastewater and irrigation water (including effluent irrigation water, when available) utility set -vices in the same manner and pursuant to the same ordinances and policies as CCWSD currently provides set -vice to all other customers located thros€shout the unincorporated service area of Collier County, Florida; and WHEREAS, the District acknowledges the CCWSD's right to offer utility services within the District and further authorizes the CCWSD to exclusively provide utility services inside a portion of the District's jurisdictional area known as the Town of Big Cypress; and WHEREAS, the Parties previously entered into an Agreement to Provide Potable Water and Wastewater Otility Services dated June 8, 2021 and recorded on ,iurte 15, 2021 at OR 5964, Pages 1662- 1670, which Agreement is being replaced in its entirety with this Agreement; and WHEREAS, this Agreement is intended to reduce to writing the terms and conditions between the CCWSD, the District and the Landowners as to the exclusive provision of utility services by the CCWSD within the Town of Big Cypress area of the District. NOW, THEREFORE, the CCWSD, the District and the Landowners agree as follows: 1. 'rile foregoing recitals are true and correct and are incorporated herein by this reference. Packet Pg. 1620 17.A.e 2. The Landowners and/or subsequent developers shall construct and pay for potable and irrigation quality water mains and gravity sewers, force mains, wastewater pump stations and a community pump station (collectively known as "public utility facilities") within the Town of Big Cypress development 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. Upon final acceptance of facilities, CCWSD shall be responsible for maintenance and operations of such accepted facilities. District Improvements: A. The District shall upsize and construct potable water transmission mains, wastewater force mains and irrigation water transmission facilities from the Rivergrass Point of Connection (POC) to the Town of Big Cypress North POC within the future Big Cypress Parkway ROW and the Oil Well Road ROW which shall be available to serve the Town of Big Cypress' demand in accordance with its development schedule as defined in Exhibit A. The Town of Big Cypress North POC shall be as defined on Exhibit B. Tile CCWSD shall reimburse the District for the cost of upsizing the potable water transmission mains, wastewater force mains, and irrigation water transmission facilities in an amount not to exceed $2,702,186 identified by Exhibit C.I. The CCWSD reimbursement to the District shall be made within 60 days after final acceptance of the infrastructure. B. The District will construct an IQ Main from the Oil Well Road/Big Cypress Parkway intersection to the Town of Big Cypress South POC using the future Big Cypress right of way to an intersection with 18"' Avenue NE/spine road, cast on the spine road and south in the 80' right of way to the TOBC South POC. This IQ main Will supply the future utility site in order to serve all development south of the utility site. The Town of Big Cypress South POC shall be as defined on Exhibit B. The CCWSD shall reimburse the District for the cost of the IQ main extension as detailed in Exhibit C.2 in an amount not to exceed $3,239,900. The CCWSD reimbursement to the District shall be made within 60 days after Final acceptance of the infrastructure. C. The District shall upsize and construct water and wastewater mains on a portion of the spine road and within the 80' right of way From the intersection of Big Cypress Parkway to the utility site as defined on Exhibit B. These mains will supply the utility site which in turn will serve all development south of the utility site. The CCWSD shall reimburse to the District for the cost of upsizing potable water and wastewater mains as detailed in Exhibit C.3 in an amount not to exceed $804,400. The CCWSD reimbursement to the District shall be made within 60 days after final acceptance of the infrastructure. Per the Rivergrass lnterlocal Agreement, the CCWSD agreed to provide the necessary potable/fire water design flows at a minimum pressure of 60 psi in the potable water system at the Rivergrass Point of Connection. The Landowners and/or subsequent developers, through their design(s), will size their systenn(s) as required. The CCWSD agrees to provide a wastewater system head value of 60 psi for the projected wastewater Flows at the Rivergrass Point of Connection by June 30, 2022, 6. 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 Rivergrass Point of Connection by June 30, 2022. The Landowners agree that locations for a total of five (5) well sites shal I be made available for use CAS Packet Pg. 1621 at no cost to CCWSD as shown in Exhibit D. The Landowners shall ConVey a COL€rtty Utility casement for the well sites, which shall be a minirnurnt of 30-foot by 50-foot casement area, shall abut a Right-of-way (ROW) with dedications for use to CCWSD, and shall be adjacent to the ROW that includes all irrigation quality water transmission main. The Landowners will provide the Office of tite County Attorney with an executed County Utility Easement, suitable for recording. Upon receipt, the County shall assume all costs associated with the recordation of the easement. The Landowners will cooperate in the traltsfer Of the South Florida Water Management District Consumptive Use Permit (CUP) for the five (5) well sites. Should the transfer of a CortsLuuptive Use Permit not be approved, the District will support the acquisitiOrt Of such permit by the CCWSD. The District shall construct potable water mains and Wastewater force stains designed to Collier County standards within the future Big Cypress Parkway and Town of Big Cypress of sufficient size Lip to and including 16" needed by the CCWSD to supply its future utility site which is needed to serve Town of Big Cypress South and Bellmar Village. The wastewater force main, potable water main, and irrigation quality Main will connect to the utility site frornt the mains in tine 80' Town right of way. Tine utility site will be tine point of connection (POC) for potable water, wastewater and IQ for all development in the Town of Big Cypress South, The Landowners will require all developers in the Town of Big Cypress to install an internal IQ system to serve residential areas and the 'Town in accordance with the Collier County Land Development Code to their respective Points Of Corutectiolt. 10. The CCWSD will install IQ meters and manage and bill residents based on their IQ water consumption at the CCWSD Board approved IQ rates I.m the 1Q service provided regardless of the CCWSD's water source(s). The Landowner shall pay for the cost of the IQ ureter installations by the CCWSD. 11, The Landowners shall convey a minrmun7 5-acre utility site located as shown oil the Town of Big Cypress SRA Masterplan ("Utility Site") suitable for tite construction and operation of the facilities necessary to provide sufficient utility services. CCWSD will provide a minimurtt 30 days' notice Of intent to purchase the property. Upon payment by CCWSD, the Landowners shall convey to the CCWSD the Utility Site in fee simple, tree and clear of all liens and encumbrances, by warranty deed. The Landowners 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 or deficiencies revealed in any title work. The Landowners 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 Utility Site shall be determined by two accredited Real Estate Appraisers, each party will secure their own accredited Real Estate Appraiser. The purchase price shall be based oil the market value of the land before any SRA action is taken oil the Town of Big Cypress, before arty application for increases in density, and before arty other up -zoning applications to the Town of Big Cypress. The final price per acre shall be equal to the average of the two independent appraisal reports. Section I I of the Rivergrass Agreement, OR 5746, Pages 3307-3314, shall be deleted in its entirety. 12. The Landowners agree to prepay water and wastewater impact fees to the CCWSD without expiration (the "prepayment"). Landowners shall reserve water capacity equivalent to 350 ERCs and wastewater capacity equivalent to 350 ERCs. 13. Prepayment of water and wastewater- impact fees shall be dLre no later than thirty (30) days after Landowners' receipt and acceptance of. Packet Pg. 1622 17.A. e LM m ° 3 A. An approved and non -appealable SRA for the Town of Big Cypress development. H B. All required and non -appealable permits from the South Florida Water Management s District or any federal or state regulatory authorities for the first phase of development. c C. The prepayment shall be at the then current CCWSD Board approved rates for water and y wastewater impact fees: The credit for water and wastewater impact fees identified herein shall be reduced by 50% of the prepayment per ERG for each residential unit on a building permit issued thereon until the development is either completed or the credits are exhausted co or have been assigned as provided for in the Collier County Impact Fee Ordinance. The r 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. L d 14. This Agreement shall remain in effect until terminated by the CCWSD, the District or the Landowners. 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, the District or the Landowners commit any affirmative act to construct 01, provide potable water, wastewater or irrigation water utility service within the District including, but not limited to, entering into an agreement hiring a = contractor or a consultant to provide utility COn5truCtlon-related services in Furtherance of this ° Agreement. Any attempt to terminate the Agreement once any party has incurred an), expense in Furtherance of fulfilling its duties under the Agreement, without the express written consent ofthe 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 to 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. 3 ar 15, The Agreement to Provide Potable Water and Wastewater Utility Services dated .tune 8, 2021, and recorded on June 15, 2021, at OR 5964, Pages 1662-1670, is hereby repealed and replaced in its 3: entirety with this Agreement. r 16. NOTICES. All notices required under this Agreement shall be directed to the following offices. ° For the County: Office of the County Manager, 3335 East Tamiami Trail, Suite 101, Naples, Florida 34112, For the District/Landowners: Patrick Utter, Collier Enterprises, Vice President of ° Real Estate and Club Operations, 999 Vanderbilt Beach Road, Suite 507, Naples, Florida 34108. ° a 17. INDEMNIFICATION. To the extent allowed by law, each party agrees to indemnify, defend and m o hold harmless the other, its officers, board members, council members, agents and employees from a and against any and all fines, suits, claims, demands, penalties, liabilities, costs orexpenses, losses, ° settlements, judgments and awards and actions of whatever kind or nature, including atiorney'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 E misrepresentation or material breach of this Agreement by such party, its officers, board members, a� council members, agents or employees. The foregoing indemnification shall not constitute a waiver Q of the CCWSD or the District's sovereign immunity beyond the limits set forth in Florida Statutes, Section 768.28. not- shall the same be construed to constitute agreement by any party to indemnify v another party for such other party's negligent, willful or intentional acts or omissions. E 18. COUNTERPARTS. This Agreement may be executed in any number of counterparts, each of U which shall be deemed to be an original as against any party whose signature appears thereon and all of which shall together constitute one and the same instrument. Q 19, RECORDING AND BINDING ON SUCCESSORS. This Agreement shall binding on any party's E 4 � Q GPO Packet Pg. 1623 17.A. e successors, assigns, or other subsequent parties in interest and 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 Approved as to form and legality: Sally A. Ashkar Assistant County Attorney�1�3 ATTEST: Printed Name: ATTEST: Printed Name: ATTEST: Printed Name: BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: Rick LoCastro, Chairman BIG CYPRESS STEWARDSHIP D STRIC By: 0, r-141 , Patrick L. Utter, President CDC LAND INVESTMENTS, LLC By:-' -- Christian Spilker, President & CFO COLLIER LAND HOLDINGS, LTD. BY: TARPON BLUE CE MANAGEMENT, LLC, Its Sole General Partner By: Christian Spilker, President & CCO O Packet Pg. T ExhibltA T.—.1 94 J:{S�n{. 43Joltl..ta." t.F•I] Y..n Yryn l..n T.In 4f. F50 ic13 305 ME IM7 1.5 10)F 1019 10f0 703E AM 6-0 =5 2M M$ I036 JOIP 11-IS IQ71 71N 7gGP ME 701E W tw ..r JAgh F-4 31 LIS 116 US fly W. M1.6.4 w 0 IS t0 30 MWrilnf{ I u it 25 Is 360 3" 343 AM 165 1" 14I 10 61 lJ tt 61 15 IS 11 7f 15 7I1 141 f{J III 11 41 is If 4n 0 •Z,TOt a 3s 401 t13 173 tl iJ) sk"01C.., GIR. 0 p Q,wa Ima fAPO mm JSAW SUM 1QAG1 71.0p7 0 9 0 0 Gab.D 16,1W Tnwn lb6i.{. Sq SO .Ojkv,%n— 0 0 b 11D 0 f0 W !d !0 >0 p Q 0 0 0 1S0 0 SO SP p 0 100 p 0 q !QS 0 0 0 I!0 I'A {P.Nnml. I10 'Wo. Caw OM . IM.A.am. 0 6J63 6,341 S]IS 6,S.f l,Sif 1.16E 1,11E I.ITl 4nf 4»! f,Ep l,lll Ill: 4r1J 411E 1 !61 10.16E I0,.33 II.7IT IJ,TJ7 I%%m AM* I.M. cm. 6,16G r,355 7,253 1JGG GJfI 6J{{ ]]33 "" 1J.3 1 !W 16,1N 11,1M JS,OfO "ASn JSplo ".m 1SN1 5,W IJ{L /JG6 0.36E uss Y'i" S.A.G /.S.f f.5{i J]1! }l1{l 4um 411M 1PBJ/6 G JOSA06 OJf.OPG CNYMp f,QPP S- — SHOP fp00 J.tPWI'm . 6,.h—f.h l,Ir3 tQ]Qf 1RSPl s41w rS00 IPA01 J0.050 30Af 7ii<00 KOM Grlls I,S00 LWAM I"s I.lus y1/1 Ellin WAS 2.W IP,000 %= 50.= lOM7 60,Otr1 11 it t 7GO,.Op I1/JA I;GIi 21,na 11.G16 JJ03 6a0a1 600= 60.000 SUM s l60.{s/M,flfcw.m l.JlPO I 6lOA10 Mow CWAMIO. 71W ?J00 r,500 I,SQ3 "sm 1f,000 I 0 lam 1MAPP lc6m1 110 330 0 Packet Pg. 1625 17.A.e 471h Ave WE 45th Ave WE G N O t I RIVERGRASS POC 43td Ave WE Connection to Calker Count]' (A Z � Utility Mains Service N m Rivergrass Village Connection to �6 Rivergrass Village PMn a e in 0 2000 4000 Oil Well Road (C.R.858) .. 33rd Ave NE 31s1Ave NE '2 �, /,� TOBC (NORTH) POC 29th Ave WE Town of Big Cypress (North) 271h Ave WE Randall Blvd.Ca 24th Ave NE 22nd Ave WE g //j m I'���' UTILITY LINE ASSOCIATED WITH 201h Ave WE �� U- �.,�.-� Of f/ TOBC (NORTH) �! • / " 18th Ave WE ;� SPINE ROAD FROM TOBC (NORTH) POC -2 TO TOBC (SOUTH) POC 181h Ave WE 0 14th Ave WE m rlj 0 12thAve NE o TOBC (SOUTH) POC Future Vanderbilt Extension 10th Ave WE Town of Big Cypress (South) 81h Ave WE BELLMAR POC 6th Ave N£ 4th Ave WE Bellmar Village 2ndAve WE LEGEND Golden Gate Blvd E 4L4 POC ® TOBC (NORTH) 2ndAve. SE :� ® TOBC (SOUTH) 4th Ave. SE — — — UTILITY MAINS ROUTE 6thAve. SE UTILITY MAINS ROUTE ASSOCIATED WITH 8th Ave. SE TOBC (NORTH) Collier County Utility Agreement - TOBC Exhibit (B) t) m 4- 0 c 3 0 H d t 0 to as r L 3 cY C 0 T L C L d Q) N iv O t4 0 d d 0 L 0 c O E O L cn Q U C O t U Q C as E Q rc, i 1 Packet Pg. 1626 13296MN3-OwZ ICLV 12,16.22 AGNOM 'BARBER & F-SRUNDAGE, mc. Proku:anal Enpineen, Plannrn. Surreyort it Lund,cape Arghk-ll EXHIBtT CA COST TO SERVE LONGWATER THROUGH RIVERGRASS Engineer's Opinion of Probable Construction Cost Pipe Upsizing and New Pipe Under Connector Road RIVERGRAS5 changes when LONGWATER goes online Potable Water Wastewater Irrigation Length Length Length Upsizing Pipe Cost Upsizing Pipe Cost Upsizing pipe Cost Valve Cost Valve Cost Valve Cost 5,077 ft 1,946 ft 6,959 ft 8"to 12" ($74,124) 6"to 12" (538,609) 4"to 6" ($18,441) $8 400 ($3,120) ($3,000 3,427 ft 4,117 ft 2,176 ft 8"to 16" ($126,285) 10"to 16" ($127,956) 411to 16" J$97,354) $33,960 ($ 8,300) ($27,320) 8,273 ft 6,319 ft 9,436 ft 12" to 16" ($184,074) 12" to 16" ($140,598) 611to 16" ($397,161) ($59,930 ($30,330) ($97,95o) 5,623 ft 8"to 16" ($207,208) $50,940) 7,961 ft 12" to 16" ($177,132) ($64, 540) TOTALCOST Potable Water Wastewater Irrigation $486,773 $348,913 $1,141,047 Subtotal 1 $1,976,733 NEW PIPE ON CONNECTOR ROAD Potable Water Wastewater Irrigation Size Length Pipe Cost Valve Cost Size Length Pipe Cost Valve Cost Size Length Pipe Cost Valve Cost 16" 3,316 ft ($221,907) ($29,320) 12" 4,85G ft ($202,100) ($20 900) 16" 3,316 ft ($221,907) ($29,320 TOTALCOST Potable Water Wastewater Irrigation $251,227 $223,000 $251,227 Subtotal 1 $725,453 Grand Totat $2,702,186 9/22/2G20 ORIGINAL This Opinion of Probable Construction Cost (OPQ has been prepared by Agnoll, Barber, & Brundage, Inc. (ABB) at the request of owner or as a requirement of a governmental agency. ABB has based the unit casts of this OPC on previous work history with similar projects or on values provided by reputable contractors we have worked with. In accordance with F.A.C. 61G•1518.011, this is not a guarantee orwarranty expressed or implied as to the construction cost that may be obtained by owner using competitive bidding. If such a guarantee is needed, it is recommended that owner procure the services of a professional cost estimator or obtain a binding bid From a contractor. CCWSD total reimbursement $2,702,186 Packet Pg. 1627 17.A.e rrrrrr Fs�rr GNom nrrtsr salfti "OHIA ARI3ER & rraera r ry .BRUNDAGE floc rrsuur raratue KXIIIBIT C.2 The Tarn of Uig Cypmim Irrigation OPC hlareh 20I1 Caneept: The cmt of Irriptiosr accow, rar the addBenal maim that alit he requlnd to serve The Town and Bellmar »hich mns tram tha intervcllan or Big Cypress Parlmaysf Oil WON Rend to the utility site. IrdyalI-4 Uncriptien UJI Price QUM141 Unit Casl 12'PVClrri a6cnhlain S15❑ 46W LF 5240.000 31'Cate Vdse 56,900 2 FA S13.goO 16' PVC Ini alion Man Wit 11.700 U 52.340.Wo t6'CutrvAl SI9.9m IS FA SIpg.Sao Vertical Deflection 58•10sr 20 EA 5162.U00 ARV S4MO 40 GA SII5.600 T &I Sd.73y.yoa This Opinion ofprohablo Cost (OPC)hae been proWed by Agnali. Uarbva Brundage. Inc. (ABU) at the truest of the ooner arm a taquiremeat Ofgavrmrnmtal agency. ABA has based thr unit costs of this ope on previous wvrt hislon• uidt simile projeeFe a on values provided by rep table t9nirectoo utr ha,a narked nrds in icecrdance r6Ih FAC. 616•I5 1 g.011, this is net a erwranlar or namnry nxpsnsed or implied as ra sFve cannmclion cost drat nmy be ahlaned by ennar using eompelitisx bidding, If etch a suarantea is aerdad. it is recommended ibm cover procam the sonice, arm profnsional con atinutor or obtain a binding bid Gam a conlraclor CCWS© total reimbursement $3,239,900 Packet Pg. 1628 17.A. e tltJuulPe wraaGNOLI rrrrr ■urr� ■ran raan ou■ ARBER & ■u ■urea RUNDAGir, INC. Na ■urr E\IIIBITC.3 The Ton. of Big Cypress Vtilily Uplier Cost Cmnparison March 1023 Concapl: Preriousty, 16" Irammiatian.sins were No run Islong Big Cypren Parkway m Golden Cale Boulerrxrd by Collier Counly.SmoBer Ipeal srcricelbsu were to also ma in the inlerier road of i7saTown{Snnsrio[I. llewesar the current plans lire for The Tau and Bell mar to ben ... d via 16" main.thst+.ill safend solely lhreogh theintaw readarThe Town lSrnlaria 2) and not Ihrough BCP, The TO BC earl ca.npariaon hrnka dawn the differtnce in coca for the pipe �artI. or the wilily site, rdaling m the interior t and of The Town. The mum .lour RCP are nol indaded In [hit cell tdmparuon RScenario II. P tahleWmtr Micnptirm Unit Price g4aolih. - - Unit Cost l]oaotile "Unha Cast 31 ilyc Yhf $60 A70 LV M,Dlo LF A"GV 35.600 1 IIA 55.600 LA 12"PVCWbl SI56 770 LP 5109sw LF lI'GV Sb.glas I EA 55.9rin EA 16"PVC IYM 5200 LP 16tn1 LF 3120,nr1n I6'GV 519.9n0 FA r EA S19.gnn $04-rot S11J.2da SuD-Tr4a1 SJS9,ad0 wucewater Ocscn Oon Unit Prier uaalil. Unit Co.l uantin' S1nit C.1 I" PVC FRr 5100 7�0 LF 3" M i,V S"Plu Va1sc Si7511 I EA SSJ50 EA 16`PVC I'M $21d - LP 73n L.F Sl yi.imn A" plot Vah. S12,a30 EA 1 EA SI'.150 81,6-T-14 S76 TSd ,hvb-Tlo SfdR,750 11o1n1 Colt 1 5354950 1 1le .[ ) S52d,i50 N4wWark^ I Descsmflpon 11.1. P.— EI tt":. Pat.l.le lYnler IR"PVC 1l'M S?00 730 LF SI46.unu 16"GV 51p.900 E EA S19,n0n lYaslnralrr 16'AVC FAI 32t0 Iddo LF $716000 16"Ylug Vila' $11.450 2 Frerlanr Yertl_ nee<mher 7d2T PeTa _e3' Ell g264un j,y P5di t. Plelibyl-TORC to"[ to Wded early %e,elyted W nh Fine, opllea d Pull .Sxb.TMrf 3i2a.ado ae.. Tall Cost Bi rerential WE New ]look• 332bA00 I out: Taul Credo 6"400 'fGePljrr a.rdlhlea riFhfertru anlAd'.artr. Ibis arralu r6rlbrrr uararP(erA.+Afeforarfrn hr3Emrr2. f3al..wrh rrgafrNipSrenpfailfn rs8da� edaLianrl lrniLJ PW .oft Ppl, SISS,600 Wl{I [oar 01l1. SM000 This opinion of Prab-W Cwl {OFCI hay ban prepared Ity AgwJi, Bubo i Bmtldagc, Inc. (ABBy r the request ofda mane, oras a req.uver nl ntgov.rmncnUl agrnq-.AB tl has based the ..it coltof Ihia OPC on previour lc6ekhulon'++•ith rhndu projects or on.nlw-s pm.ided by rcpugbk eantrutara a haw norSced with in xedrdarsee lrfth F.A.C. dIGIS Ig 4l I, IFlir u hat:guolwee ar srarr.+ntr eYpseasrd orirnphcd n o. the eamtrueliod east that may beobuined by.—r uring wtip vhisa biddilg. If -eh a guarantees is naaded. a is er m,rrded that mrwr procure lbe nis., orapmf_ional cost cslinsuororablain a birld ng bid from acontrww. CCWSD total reimbursement $804,400 0 Packet Pg. 1629 17.A.e 10 RIVERGRASS VILLAGE -r IQWELLSITE#1� I � i OIL WELL ROAD {G R —s�eo i s.00 ic.n I 1 RIVERGRASS VILLAGE lal � �a Ira + I � IQ WELL 011E 64 r 3$ 10 WELL SITE 01 F7% SITE #3 SITE #2— IQ WELL SITE 02 IQ WELL SITE 43 I� R Ili[ r. li IQ WFLL SITE NB § la WELL SITE #8 / EXHIBIT 1) Rivergrass Village IQ Well Site Locations Map f (Op) Packet Pg. 1630 AGREEMENT TO PROVIDE POTABLE WATER, WASTEWATER AND IRRIGATION QUALITY WATER UTILITY SERVICES TO BELLMAR VILLAGE THIS INTERLOCAL AGREEMENT ("Agreement") is made and entered into this day of , 2023 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"), the Board of Supervisors of the Big Cypress Stewardship District (hereinafter referred to as the "District"), and Collier Land Holdings, Ltd. (hereinafter referred to as "Landowner") (collectively, the "Parties"). RECITALS: WHEREAS, Section 163,01(4), Florida Statutes, the Florida Interlocal Cooperation Act of 1969 (the "Act"), authorizes the joint exercise of any power, privilege or authority that the public agencies involved herein might exercise separately; and WHEREAS, the CCWSD and the District are public agencies within the meaning of the Act and desire to engage in the joint exercise of power that each might exercise separately; and WHEREAS, the CCWSD provides water, wastewater, and irrigation duality 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 District also has statutory authority to provide utility services within the District but intends to authorize the CCWSD to provide utility services within certain designated areas of the District; and WHEREAS, the CCWSD's service boundaries encompass the District; and WHEREAS, the CCWSD shall incorporate certain designated lands and property within the District into CCWSD's service area to exclusively provide retail potable water, wastewater and irrigation quality water utility services in the same manner and pursuant to the same ordinances and policies as CCWSD currently provides service to all other customers located throughout the unincorporated service area of Collier County, Florida; and WHEREAS, the District acknowledges the CCWSD's right to offer utility services within the District and further authorizes the CCWSD to exclusively provide utility services inside a portion of the District's jurisdictional area known as Bellmar Village; and WHEREAS, the Parties previously entered into an Agreement to Provide Potable Water and Wastewater Utility Services dated June 8, 2021 and recorded on June 15, 2021 at OR 5964, Page 1671, which Agreement is being replaced in its entirety with this Agreement; and WHEREAS, this Agreement is intended to reduce to writing the terms and conditions between the CCWSD, the District and the Landowner as to the exclusive provision of utility services by the CCWSD within the Bellmar Village area of the District. NOW, THEREFORE, the CCWSD, the District and the Landowner agree as follows: 0010 Packet Pg. 1631 1. The foregoing recitals are true and correct and are incorporated herein by this reference. E 2. The Landowner and/or subsequent developers shall construct and pay for potable and irrigation m quality water mains and wastewater facilities within the Bellmar Village development including, 0 but not limited to, gravity sewers, force mains, wastewater pump stations, wastewater community 0 pump station, and irrigation quality water mains within the Bellmar development and convey such CD 0 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 0 the Collier County Utilities Standards and Procedures Ordinance (the "Utilities Standards Z Ordinance"), all of which as may be amended by the Board of County Commissioners from time, to time. Upon final acceptance of facilities, CCWSD shall be responsible for maintenance and operations of such accepted facilities. 3. The District shall, as shown on Exhibit B, upsize and construct the potable water and wastewater transmission main from the utility site to the Bellmar POC so that sufficient flows are available to service Bellmar Village. The District will also construct the irrigation transmission main from the CJ utility site to the Bellmar POC to serve the Bellmar Village's demand. The improvements shall be c completed in accordance with the development schedule defined in Exhibit A. cc LM 4. The CCWSD agrees to reimburse the District for the cost of upsizing the potable water and i wastewater transmission stain and for the cost of the irrigation transmission main from the utility site to the Bellmar POC, as identified in Exhibit C. The CCWSD shall reimburse the District in an amount not to exceed $6,109,350, which reimbursement shall be made within 60 days after final 4; acceptance of the infrastructure. 3 0 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 utility site. The developers, through their design(s), will size their systent(s) as required. 6. The CCWSD agrees to provide a wastewater system head value of 60 psi for the projected ca wastewater flows at the utility site. Z 0 7. The CCWSD agrees to provide the necessary irrigation quality water design flows at a minimum r 0 a - pressure of 60 psi in the IQ water system at the util ity site. 8. The Landowner will require all developers in Bellmar to install an internal IQ system to serve 0 a residential areas and the Village Center in accordance with the LDC to the Bellmar POC. 0 9. The CCWSD will install IQ meters and manage and bill residents based on their IQ water r c consumption at the CCWSD Board approved IQ rates for the IQ service provided regardless of the CCWSD's water source(s). The Landowner shall pay for the cost of the IQ meter installations by the CCWSD. a N 10. The Landowner within Bellmar Village agrees to pre -pay water and wastewater impact fees to the c CCWSD without expiration (the "prepayment"). Landowner shall reserve water capacity 0 equivalent to 650 ERCs and wastewater capacity equivalent to 350 ERCs. ca 11. The prepayment shall be due no later than thirty (30) days after Landowners receipt and acceptance Q of. a. An approved and non -appealable SRA fbr the Bellmar Village development. _ 0 E s 0 2 G�° Q Packet Pg. 1632 b. All required and non -appealable permits from the South Florida Water Management District or any federal or state regulatory authorities for the first phase of development. c. The prepayment shall be at the then current CCWSD Board approved rates for water and wastewater impact fees: The credit for water and wastewater impact fees identified herein shall be reduced by 50% of the prepayment per ERC for each residential unit on a building permit issued thereon until the development is cither completed or the credits are exhausted or have been assigned as provided for in the Collier County Impact Fee Ordinance. The 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. 12. This Agreement shall remain in effect until terminated by the CCWSD, the District or the Landowner. Any party may terminate this Agreement, with or without cause, by providing written notice to the other patties prior to the date that either the CCWSD, the District or the Landowner commit any affirmative act to construct or provide potable water, wastewater or irrigation quality water utility service within the District 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 term inate 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 patties. Any amendment to the Agrecment must be in writing and must be executed with the same formalities as this original Agreement. 13. The Agreement to Provide Potable Water and Wastewater Utility Services dated June 8, 2021 and recorded on June 15, 2021 at OR 5964, Page 1671, is hereby repealed and relaced in its entirety with this Agreement. 14. NOTICES. All notices required under this Agreement shall be directed to the following offices. For the County: Office of the County Manager, 3335 East Tamiami Trail, Suite 101, Naples, Florida 34112. For the District/Landowner: Patrick Utter, Collier Enterprises, Vice President of Real Estate and Club Operations, 999 Vanderbilt Beach Road, Suite 507, Naples, Florida 34108. 15. INDEMNIFICATION. To the extent allowed by law, each party agrees to indemnify, 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 or the District'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 parry's negligent, willful or intentional acts or omissions. 16. COUNTERPARTS. This Agreement may be executed in any number of counterparts, each of which shall be deemed to be an original as against any parry whose signature appears thercon and all of which shall together constitute one and the same instrument. 17. RECORDING, This Agreement shall be recorded in the Public Records of Collier County. The c�° a Packet Pg. 1633 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. BOARD OF COUNTY COMMISSIONERS ATTEST: COLLIER COUNTY, FLORIDA Crystal Kinzel, Clerk BY: Clerk Rick LoCastro,Chairman Approved as to fonri and Legality: Sally A. Ashkar, Assistant County Attorney tx 1� �� ATTEST: BIG CYPR SS STEWARDSHIP I T By: ` Printed Name: Patrick 1. Utter, President ATTEST: COLLIER LAND HOLDINGS, LTD. By: TARPON BLUE CE MANAGEMENT, LLC, Its Sole General Partner By:.—._� ' Printed Name: Christian Spilker, President & CEO 4 Packet Pg. 1634 17.A.g EXHIBIT A BELL66AR AHSCAPTICN SCHEDULE A Mmavm+n 7Q21 20z1 107j 1014 Ms z9z6 2017 IBM z015 �1 1 >o3z IO1i 2034 1035 203d tv.19u Itdd.dA 310 930 530 760 3,v1Q 1.260 ,-... 0 = . 1,T$Q-- 2,0z0 1,1e0 mt 060 r-0mmwdd Wt.W Iuldsnlz.l ss 265 545 71S 96S SI15' ' 344"~-1,735 3,965 1,I15 IAA �" 9t6mu Aade u.l 110 510 ,515 3/7ij 42LS 1.535 1,765 IRIS 13.SS I,l3S CnmmupA NMI Ieddmd,l 175 575 1,055 1,7IS N, 1.010 4,720 5510 IA40 6,960 7,516 7,615. 7,I.S0 h1w. A4nua=1 wow ISQ am 595.0 .�lit"�l �;�ISls 3L5 eeCtzt50% SSA160 73 1�A. e:hnu EM'i 5959 I95 ' ..3 `.4`,.Mzs 1375 0.0 Wztu S3,313-Li:.%' 14i1'"�i9�fi29 Adrsnm111Ce tv.zmrnul 150 3 0 195v I75 SIZC.ltse% 5.03 lo" U., f11s1 0xlmt![eCs , ]SSA IL5 OA t. 950 W�trr S H00 350 wmevi.eer i"1L1.SI.IoO TodAd+snw ; 5}Sz.e99 a cP° Packet Pg. 1635 47th Ave NE G N O L! 45th Ave NE P d 43rd Ave NE Ntry > Rivergrass Village �;, a rn, a5 m 0 2000 4000 Oil Well Road (C.R.858) u. 33rd Ave NE 31stAve NE n m a 29th Ave NE 0 0 o Town of Big Cypress (North) 271h Ave NE m a Randall Blvd. m 241h Ave NE CL U 22nd Ave NE rn UTILITY LINE ASSOCIATED WITH 20thAve NE 3 TOBC (NORTH) 1i 18th Ave NE 16th Ave NE v UTILITY SITE 0 ;f a lath Ave NE m 0 . 12th Ave NE o l Future Vanderbilt Extension I $0' ROW loth Ave NE Town of Big Cypress (South) 8th Ave NE Utility Mains Serving Bellrnar Village 6th Ave NE ` BELLMAR POC 41h Ave NE Bellmar Village 2nd Ave NE: LEGEND Golden Gate Blvd E ® POC 2nd Ave, SE — — UTILITY MAINS ROUTE 4thAve. SE UTILITY MAINS ROUTE ASSOCIATED WITH 6th Ave, SE TOBC (NORTH) 8th Ave. SE Collier County Utility Agreement - Bellmar Exhibit (B) 13206ME03.dwg REV 12.I6.22 17.A. g 1v a� L R E O m O to m D L O Cl C O O �L L C R L IC 3 as O L d ca O a O :a O L. O c as E d t3) Q N U c as L V R a c as L Q (CAO Packet Pg. 1636 17.A.g Iiii �IIAGNOLI n¢¢J¢ nnu;;r Lli'1121Wi ARBER& nu ,nr,ul. ¢Outt'+o0 RUNDAGE, INC..Itnvvvur EXHIBIT C Bellmar Wilily Service Cost Camparismi March 302J Canapl; Previously, 16" loans isdon MRin, were to run Meng Big Cypress I'M ...y to Goldea Cate Boulevard by Collier County. Smaller foul wr,iu lines were to also run ill she inleAitr rand ufl h. Town (Seenario 1). Ilatreverthe current plans are for The Town and Bell —to be s—ed ria 16" msin, lhvl will extend 1.1ek, Osrvuglr the Interior road or The Town (Scruario 2) and ua111.—.gl, BCP. Tile Bellmar e.,t—pnrison hush, dawn the difference to —Is for the pipe math of the u[ill ly s11e, relating to Use interior rand of Tite Ta++sl. The mains along BCP nm included in W, cwt—im' -(Scenario &).The cap nrirrigmion accounts for It,. additaml tonic, Ihnt will he required to serve Bellow which run, front thevidily site to Golden Gnte Doulevard, Srennrio 1 Oldl Scenario 21Ne+r D..Criptian Unit price —111' Vnil Cast JLllih Unit Ccnl 6'PVC IVM S105 6.900 LF URnt81 LF 6'OV Steno 10 EA S11,000 PA J'PVC WM $60 2,25n LF $131,(W LF poto6le lYntcr a'OV $3,600 S RA $16,gun BA 16"PVC WM S201) LF 9,100 LF 5I.32000 i6"GV 519.9W EA lJ EA S2 "X) Sub -Pole! Son.jo0 Sub•7m,! 57,998,600 Description 1 Unit Price um+dty Usil Cost Quentin Unit Cap 6• pYC FM 585 350 LF S29 730 LF Wuoewates I6'PVC FM S210 LF 9.101) LF S1.911Pn0 IV Plug Valt,c S13.450 EA 14 Snb-7'ohd J29,759 Trill! [!sit "13,550 I+rieation Oucri lion Unit Pdcc uultily Unit Cost 12"PVC hriaiioa Main $150 II,0n0 LF SI,650[}iq 11, Garc Valle $6.900 2 EA JS3800 Vcnicai Dencnion SMW 25 EA S202.500 .ARV SJ 5Jn Sn EA $252.000 Sub•yulol J1,998,300 ew Wrlk' Daeri lion Unil Price Quensity Unit Coll Pndhle Wr[rr 16"PVCAVM 3200 1.900 LF S180,000 16"GV f199011 2 EA $39100 Wasrewnter -- ".. FVC FM $155 1.900 EA S29J,500 12" Plug Wit $6.'_00 2 EA $12.400 Sn6•71,M1 S72S,706 CCWSD total reimbursement $6,109,350 Y]V Cst,e Oi}t 51,21J,bOb L•A SIgS.700 WIN Cost niH .Serb -Torsi $2.099.3010 S2A69,550 Tomt Cns! S4"117,900 PruNcua V-1— ¢eee,nner 202' So.]29,I50' ('I Indicates previgns "pelnhar Telp Credil" which Included west as -Jldcd With Fose, Optcs 6 Vnll Boles To1af Cost Different!. 53,26i,330 I rrignlion S2,B9a,lnn New Work • , 0 Bellmar Taeal Credit 1 $6.109,351 '16.yquinrhfrdb, saltrvrtirn ore lap'.,reM Thu,ve....baeekrrr"..Ywe7„r it focroswl krS eno,fu fbm— 4rrMirtdu+.P—in tt(.T—brauj .4ril—rlrrr4t) This Opinion of Probable Cost (OPCI toes Well pmpased by Agnoli, Batbct ih Dmildagc. Inc. (ABE) at the request of the mrticr oral a mqui—ens afgorcmmcnlai agenq. ABB has bawd the unit costr of this OPC an precious cork hi,lorywith similar p feels or on aloe, pre,,ided by npuubic calllrnewn s.e bate worked wills in awcord"i, MOt F.A.C. 6LG-1519.OI 1, Oils is not a gvanldec arwamant) expressed or implied alto Ow ennslruclion con That may 6,: oblainwd by cr—r—ll cotopwtitki, hidd'usg_ Ifsucli Is gummilm is nweded, it is rccommendcd dial o,sver procure die senieu ora prarissional rnst eslunrlorar okmin a hinding but from ammnelwr. 0 i Packet Pg. 1637 17.A. h MEMORANDUM Jacobs Collier County GMD - Peer Review of Big Cypress Village SRA Economic Assessment a N N PREPARED FOR: Michael Bosi, Collier County Amy Patterson, Collier County L j Trinity Scott, Collier County °' 'm James French, Collier County o Kenneth Kovensky, Collier County 3 0 Ian Barnwell, Collier County I-- COPY TO: Bill Gramer, Jacobs Felicia Kirby, Jacobs PREPARED BY: Dave Green, Jacobs Michael Oyakojo, Jacobs DATE: April 26, 2023 Introduction Collier County, Florida (the County) Growth Management Division (GMD) engaged Jacobs Solutions Inc. (Jacobs) to conduct a peer review of the "Combined Economic Assessment of Town of Big Cypress SRA, Rivergrass Village SRA, and Bellmar Village SRA" (Report) prepared by Development Planning & Financing Group (DPFG) on behalf of Collier Land Holdings, Ltd and CDC Land Investments, LLC. (the Applicants). The initial version of this report was dated January 26, 2022. The version reviewed herein was the most recently revised version dated March 29, 2023. 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. PAGE 1 OF 18 Packet Pg. 1638 17.A. h COLLIER COUNTY GMD - PEER REVIEW OF BIG CYPRESS 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 Cn the County or third parties. L Legal Basis Collier County's Rural Lands Stewardship Area (RLSA) program "was established under the Future Land op Use Element (FLUE) of the Growth Management Plan (GMP). Its objective is the creation of an incentive- o based land use overlay system based on the principles of rural land stewardship found in Florida 3 Statutes, Section 163.3177(11), including environmental preservation, agricultural preservation, and G smart growth development. co 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, hamlets 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 [emphasis added] 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 https://www.colliercountyfl.gov/your-government/divisions-a-e/comprehensive-planning/rural-land-stewardship-area-rlsa-overlay-program JACOBS_COLLIER_COUNTY_BIG_CYPRESS_VILLAGE_PEER_REVIEW_3RD DRAFT Packet Pg. 1639 17.A. h COLLIER COUNTY GMD - PEER REVIEW OF BIG CYPRESS VILLAGE SRA ECONOMIC ASSESSMENT 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. 2. This demonstration will be made for each unit of government responsible for the services listed above, using one of the following methodologies: 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 the Town of Big Cypress (Big Cypress) and Rivergrass and Bellmar Village SRAs 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 buildout 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 are 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.' 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 Z We note that the cost of financing is included in the County's impact fees for schools and correctional facilities. JACOBS_COLLIER_COUNTY_BIG_CYPRESS_VILLAGE_PEER_REVIEW_3RD DRAFT Packet Pg. 1640 17.A. h COLLIER COUNTY GMD - PEER REVIEW OF BIG CYPRESS VILLAGE SRA ECONOMIC ASSESSMENT economies of scale) or under -recover (subject to dis-economies of scale) actual costs for any given development. • 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 are possibilities that the development plans for the Town of Big Cypress (Big Cypress) and Village SRAs 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 the Big Cypress and Village SRAs uses a marginal/average cost hybrid methodology to determine the project's impact on capital and operating costs,j' 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: Town of Big Cypress Econ Assess 2023.03.29 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 2022 dollars. Inflation is typically excluded from fiscal neutrality analysis (constant dollar approach), which enables comparisons across 3 DPFG Report, Page 7 JACOBS_COLLIER_COUNTY_BIG_CYPRESS_VILLAGE_PEER_REVIEW_3RD DRAFT Packet Pg. 1641 17.A. h COLLIER COUNTY GMD - PEER REVIEW OF BIG CYPRESS VILLAGE SPA ECONOMIC ASSESSMENT years and across projects. FY 2021 budget for the County, and the FY 2022 budgets for North Collier Fire and Rescue District, and Collier County Schools were used for the analysis. Impact Fees a Impact fee calculations utilized the County's Residential Impact Fee Schedule and Commercial Impact rn Fee Schedule, both effective March 30, 2022. N m L Q Taxable Real Estate Values To estimate potential tax revenues, DPFG based taxable values for residential (per unit) and non- 0 residential (per sq. ft.) land uses. Taxable values for residential units were applied as provided by the Applicant. Eligible homestead exemptions were applied based on County averages. Taxable values for c 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", 43'd Edition, 2022, and the Collier County Property Appraisers Database. Annual Absorption by Use Not applicable. Millage Rates DPFG utilized current fiscal year (2022) millage rates as follows to determine annual ad valorem (property) tax revenues for the forecast period for the County and MSTD. • 3.5645 County General Fund • 0.8069 MSTD General Fund 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. • 5.083 Collier County Schools (operating and capital) 0 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. JACOBS_COLLIER_COUNTY_BIG_CYPRESS_VILLAGE_PEER_REVIEW_3RD DRAFT Packet Pg. 1642 17.A. h COLLIER COUNTY GMD - PEER REVIEW OF BIG CYPRESS VILLAGE SRA ECONOMIC ASSESSMENT 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. y Employment generation for commercials ace factors apply per square foot of employment guidelines, ;v a realizing that actual employment density may vary by specific project details. U 2M • Retail: 400 square feet per employee m 4- • Retail 50,001-100,000 Sq Ft Employment Coefficient: 2.50 ° c 3 The Big Cypress 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. r O Home -based employment was not specifically addressed. o Big Cypress Population Growth Forecasts DPFG used residents per housing unit data published in the Collier County Emergency Medical Services Impact Fee Update Study to estimate residential seasonal population growth due to Big Cypress and Village SRAs development. 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.' 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. 4 Planners Estimating Guide: Projecting Land Use and Facility Needs by Arthur C. Nelson, FAICP, Planners Press, American Planning Association, 2004 JACOBS_COLLIER_COUNTY_BIG_CYPRESS_VILLAGE_PEER_REVIEW_3RD DRAFT Packet Pg. 1643 17.A. h COLLIER COUNTY GMD - PEER REVIEW OF BIG CYPRESS VILLAGE SPA ECONOMIC ASSESSMENT 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 extra -ordinary services within a specific district funded by a separate ad valorem property tax. In addition, a water pollution control tax is collected county -wide. 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.j' 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.' Enterprise and Internal Service 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 5 https://www.northcollierfire.com/finance/ 6 https://www.collierschools.com/cros/lib/FL01903251/Centricity/domain/86/ budget%20dept%20main%20page/Budget%205ummary%20Proposed%20FY22.Of a to to L Q U _LM m 0 c 0 JACOBS_COLLIER_COUNTY_BIG_CYPRESS_VILLAGE_PEER_REVIEW_3RD DRAFT Packet Pg. 1644 17.A. h COLLIER COUNTY GMD - PEER REVIEW OF BIG CYPRESS VILLAGE SRA ECONOMIC ASSESSMENT 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. The County also maintains two other (non -major) enterprise funds: Airport Authority Fund and the Collier Area Transit Fund. "Table 8 and Appendix Table 16 of the DPFG Big Cypress and Village SRAs Economic Assessment reflect the impact of the annual general fund contributions to Fund 426 CAT Mass Transit and Fund 427 Transportation Disadvantaged, which are enterprise funds. There are no other impacts to consider with respect to transit enterprise funds in the Economic Assessment."' 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, irrigation water, 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, Big Cypress, and Village SRAs annual total general fund operating expenditures are projected at approximately $10,811,000 against revenues of approximately $17,108,000, resulting in a fiscal surplus of $6,297,000. Big Cypress and Village SRAs annual total MSTU operating expenditures are projected at approximately $1,560,000 against revenues of approximately $3,243,000, resulting in a fiscal surplus of $1,683,000. 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. 7 DPFG Report, Page 15. JACOBS_COLLIER_COUNTY_BIG_CYPRESS_VILLAGE_PEER_REVIEW_3RD DRAFT Packet Pg. 1645 17.A. h COLLIER COUNTY GMD - PEER REVIEW OF BIG CYPRESS VILLAGE SPA ECONOMIC ASSESSMENT 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. DPFG treats road impacts 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, Big Cypress, and Village SRAs will generate approximately $84.7 million in Road Impact Fee revenues to the County, based on the development parameters and current road impact fee rate table! An intersection analysis summarized in the Fair Share Mitigation for Operational Impacts Report (March 29, 2023), prepared by Trebilcock Consulting Solutions, PA, identified a number of roadway improvements to address the impacts of the proposed development. A proportionate fair share cost estimate was developed for each intersection that fails to meet acceptable operating conditions due to the proposed development's impact. The total Transportation Fair Share costs were estimated at $4,687,000. An additional landowner contribution associated with the Rivergrass SRA agreement of $170,000 is also anticipated. 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 Amended Interlocal Agreements (ILAs) that outline commitments from Collier Land Holdings, Ltd. and CDC Land Investments, LLC and the Big Cypress Stewardship District, confirms that Collier County Water -Sewer District (CCWSD) will provide portable water for domestic use, irrigation and sewer service to the Big Cypress and Village SRAs. As the CCWSD is an enterprise fund, it does not receive any financial support from property taxes or the County's general fund. The Interlocal Agreement between Collier Land Holdings, Ltd. and CDC Land Investments, LLC, and the Big Cypress Stewardship District, describes various commitments including that the developer will prepay a portion of the water and wastewater impact fees associated with service to the Town and Villages. The ILAs also requires the CCWSD to upside or install new water, sewer, and irrigation mains to serve the Town and Villages. Jacobs finds DPFG's determination of fiscal neutrality for potable water and wastewater public facilities and services to be reasonable. Stormwater Management "The criteria used in the preparation of the stormwater management plan were based on the predevelopment agricultural stormwater management system currently in place. Stormwater discharges from the lands in question are equal or less pre versus post on both a peak rate and total volume perspective. As such, the discharges mimic that of undeveloped lands. Therefore, in the event of a change to the agreement between Collier County and the Big Cypress Basin concerning the lands to the 8 DPFG Report, page 19 JACOBS_COLLIER_COUNTY_BIG_CYPRESS_VILLAGE_PEER_REVIEW_3RD DRAFT Packet Pg. 1646 17.A. h COLLIER COUNTY GMD - PEER REVIEW OF BIG CYPRESS VILLAGE SRA ECONOMIC ASSESSMENT south of 1-75, no impact on any downstream system above and beyond that of undeveloped land would be realized and thus there is no impact on County stormwater facilities caused by the development of this property above and beyond undeveloped land. Collier County currently maintains no onsite stormwater infrastructure and will not in the future.j9 The developer of Big Cypress and Village SRAs will be responsible for all costs associated with the design, permitting, construction, and operation of the proposed stormwater improvements required to serve U) rn the Big Cypress and Village SRAs development. Because the flow ways within this project are natural L wetland systems, the capacity existing before this development will be the same as the capacity after. >4 Considering that water quality treatment is primarily accomplished using wet detention (lakes) located v a� within the SRA and overlapping into the WRA areas, discharges from the SRA water management system m to WRA areas will occur after water quality volumes have been achieved. All discharges to the WRA from o development will only occur after water quality volumes have been provided in the development area. 3 Buffer lakes and associated contaminant berms are permitted in select locations in the existing WRAs, 0 with modifications confined to areas that exhibited heavy exotic infestation and had little to no habitat function. Collier County will bear no cost or fiscal responsibility for the proposed SRA water management systems, therefore the fiscal impact to the County is neutral. Jacobs finds DPFG's determination of fiscal neutrality for stormwater management public facilities and services to be reasonable. Irrigation Water The Big Cypress and Village SRAs project will result in a conversion of approximately 3,500 acres from agricultural land into a residential development. This development will necessitate about 1,072 acres of lawn and landscaping requiring irrigation. The project will obtain a water use permit from the SFWMD, to allow onsite surface and ground water withdrawals. The proposed change in land use is anticipated to result in a significant net reduction of irrigation water usage at the site.10 Collier County is not expected to bear any responsibility for the cost associated with the Big Cypress and Village SRAs irrigation system. Jacobs finds DPFG's determination of irrigation water as fiscally neutral to be reasonable. 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. 9 DPFG Report, page 29 10 DPFG Report, Page 30-32 JACOBS_COLLIER_COUNTY_BIG_CYPRESS_VILLAGE_PEER_REVIEW_3RD DRAFT Packet Pg. 1647 17.A. h COLLIER COUNTY GMD - PEER REVIEW OF BIG CYPRESS VILLAGE SPA ECONOMIC ASSESSMENT 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 1.36 acres a v�j • Community Parks: adopted 1.20 acres to L • Regional Parks: achieved 1.82 acres a ij • Regional Parks: adopted 2.70 acres H op It is noted that the DPFG value for Regional Parks achieved of 1.82 acres are based on a county staff 0 c recommendation. 3 0 Capital Impacts C The County imposes separate impact fees for community and regional parks. Impact fee revenues of a� r community parks were calculated to be $6,843,000 (plus other capital revenues of $110,000 for a total o of $6,953,000) and regional parks were $19,504,000 (plus other capital revenues of $1,004,000 for a 0 N total of $20,508,000). N The cost of estimated acreage ($33,150 per acre) required to achieve the County LOS for community J a c parks forms the basis for capital impacts, which DPFG estimated at $1,474,000, leading to an estimated surplus of $1,790,000 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 $20,765,000. The cost of the regional parks of $20,765,000 is in excess of the estimated impact fee and other capital revenues of $20,508,000 of the regional parks by $257,000. 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 positive $1,533,000.11 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, 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, DPFG's analysis is based on the County's adopted LOS of 1.84 law enforcement officers per 1,000 residents, for conservative reasons. 11 DPFG Report, Page 22 JACOBS_COLLIER_COUNTY_BIG_CYPRESS_VILLAGE_PEER_REVIEW_3RD DRAFT Packet Pg. 1648 17.A. h COLLIER COUNTY GMD - PEER REVIEW OF BIG CYPRESS VILLAGE SRA ECONOMIC ASSESSMENT 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 $5,075,000 and other capital revenues at $919,000. Cn Based on discussions between DPFG and law enforcement officials, law enforcement officials indicated N that to service Big Cypress and Village SRAs a new large substation or two smaller substations may be a needed, in addition to the cost of equipping the certified officers. The location of the substation(s) to be v determined later. Capital costs are included to equip the required number of officers, amounting to a total of $3,770,000. m o The estimated revenues exceed the forecasted direct capital costs and result in a fiscal surplus in the 3 amount of $2,224,000. This surplus will likely be expended on indirect capital costs and future law 0 enforcement infrastructure needs. Therefore, the impact is neutral. Jacobs finds DPFG's determination of law enforcement as fiscally neutral to be reasonable. rn r Emergency Medical Services Capital Impacts The capital needs for EMS were established using the case study approach. DPFG projects capital revenues of $1,252,000. According to EMS management, Big Cypress and SRAs will be served by a new EMS facility planned for the corner of Desoto Blvd/Golden Gate Blvd East (EMS Station 74), scheduled to open in early 2023. MS direct capital costs were estimated at $649,000, which is less than the projected impact fee and other capital revenues of $1,252,000, leaving about $603,000 for indirect / related capital cost. Therefore, the impact is neutral. 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, Big Cypress, and Village SRAs are currently projected to generate significant operating surpluses. The current millage rate and the projected tax base of Big Cypress and Village SRAs result in annual ad valorem revenues of $13,577,000. The annual operating expenses to serve Big Cypress and Village SRAs population, based on an average of the fire district's existing stations and population served, are $5,000,000. Thus, there is a projected operating fiscal surplus. Capital Impacts The capital needs for fire & rescue were established using the case study approach. Big Cypress and Village SRAs will generate total capital revenues of $5,324,000 for the North Collier Fire & Rescue District. Estimated one time capital costs for fire and rescue services was estimated at $5,765,000, resulting in a capital deficit of $441,000. While there is a one-time capital deficit of $441,000, the annual operating surplus is significantly larger. Jacobs finds DPFG's determination of fire & rescue as fiscally positive to be reasonable. JACOBS_COLLIER_COUNTY_BIG_CYPRESS_VILLAGE_PEER_REVIEW_3RD DRAFT Packet Pg. 1649 17.A. h COLLIER COUNTY GMD - PEER REVIEW OF BIG CYPRESS VILLAGE SPA ECONOMIC ASSESSMENT Schools The analysis uses student generation rates (SGRs) as follows: • Condo, Townhome, Apartment: 0.11 r) • Single Family Detached < 4,000 Sq Ft: 0.34 N m L The blended rate over these residential unit types is 0.265, which is comparable to similar blended or °- weighted SGRs used for other recent Florida developments. v H Operating Impacts m Based on projections of school enrollment b type, as well as the operating revenue and costs impacts,° p J YYp� p g3 the calculations estimating the fiscal impacts on the County School District indicate that Big Cypress and ° Village SRAs is fiscally neutral. DPFG estimates ad valorem local millage revenues at buildout of ~ $13,989,000, with matching levels of operating expenditures. r Capital Impacts g 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 follows: • Condo, Apartment, 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 units12. 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 Big Cypress and Village SRAs development program results in a net fiscal neutrality. 12 As a result of a referendum, school capital millage rate was reduced to 1.15 mills for 4 years in 2020. DPFG assumed that the millage rate would return to 1.50 millage rate after this 4 year period. JACOBS_COLLIER_COUNTY_BIG_CYPRESS_VILLAGE_PEER_REVIEW_3RD DRAFT Packet Pg. 1650 17.A. h COLLIER COUNTY GMD - PEER REVIEW OF BIG CYPRESS VILLAGE SRA ECONOMIC ASSESSMENT Capital School Impact Improvement Revenue/Expense Fee Revenue Tax* Total School Capital Revenues: School Impact Fee Revenue $ 60,267,000 $ 60,267,000 School District Capital Tax Revenue 77,300,000 77,300,000 Total School Capital Revenues $ 60,267,000 $ 77,300,000 $ 137,567,000 Direct School Capital Expenditures: New Schools New School Buses K-12 Direct School Capital Expenditures: Other School Capital Expenditures: School Bus Replacement Cost Other Direct School and/or Systemwide Capital Expenditures Total School Capital Expenditures * Consistent with 25-Year Credit Pericd in COPS School Impact Fee Study, Facility Costs School Facility Cost: Elementary Middle High Cost of New School Facilities Cost per Students Student Total 1,064 $ 36,058 $ 38,352,000 515 42,266 21,746,000 754 48,381 36,474,000 2,332 $ 41,412 $ 96,572,000 $ 96,572,000 2,55S,00Q $ 99,130,000 $ 2,558,000 35,879,000 $ 137,567,000 These estimates are conservative compared to the November 2019 F.S. 1013.64(b) statutory cost caps of Elementary $25,023, Middle $27,022, and High $35,099 per student station.1113 Jacobs finds DPFG-s determination of schools as fiscally neutral to be reasonable. Additional Public Services Correctional facilities were evaluated by DPFG for fiscal neutrality. Jacobs categorizes correctional facilities as an additional service because they are not required by the minimum requirements defined in the Collier County LDC. While this additional public service is not required elements of the economic assessment, DPFG did include it 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 13 DPFG Report, Page 33-34 JACOBS_COLLIER_COUNTY_BIG_CYPRESS_VILLAGE_PEER_REVIEW_3RD DRAFT Packet Pg. 1651 17.A. h COLLIER COUNTY GMD - PEER REVIEW OF BIG CYPRESS VILLAGE SPA ECONOMIC ASSESSMENT 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 land uses. Combined revenues from impact fees and other capital revenues amount to $4,511,000, with comparable capital outlays, resulting in a finding of fiscal neutrality. Jacobs finds DPFG's determination of additional public services 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 Big Cypress and Village SRAs development is fiscally neutral, as defined, for Big Cypress and Village SRAs 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 Big Cypress and Village SRAs qualify as fiscally neutral, as defined, with respect to County capital and operating impacts, subject to the approval of the Town Agreement that is being negotiated between the Collier County and the Developer. 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 Big Cypress and Village SRAs development would meet the County's requirements for fiscal neutrality. a Cn to to d L Q U H m 0 c 3 0 JACOBS_COLLIER_COUNTY_BIG_CYPRESS_VILLAGE_PEER_REVIEW_3RD DRAFT Packet Pg. 1652 17.A. h APPENDIX A Sources and Assumptions a JACOBS_COLLIER_COUNTY_BIG_CYPRESS_VILLAGE_PEER_REVIEW_3RD DRAFT Packet Pg. 1653 17.A. h Assumption/Calculation Source dnbWdel Tab/Report Chart fiM Collier county impact fee schedule (Residential) Collier Country Residential Impact Fees 2021 Impact Fee Schedule Checl Collier county impact fee schedule (Commercial) Collier County Commercial Impact Fees 2021 Impact Fee Schedule Checl Land Use in Impact Fee Schedule Collier County Commercial Impact Fees 2018 Impact Fee Schedule Checl Community parks impact fees Impact fee schedule Comm impact fee rev Checl Regional parks impact fees Impact fee schedule Regional parks impact fee rev Checl Road impact fees Impact fee schedule Road Impact fee rev Checl EMS impact fees Impact fee schedule EMS Impact fee rev Checl Law enforcement impact fees Impact fee schedule Law enforcement impact fee rev Checl Jail impact fees Impact fee schedule Jail impact fee rev Checl Water impact fees Impact fee schedule Water Impact fees Checl Wastewater impact fees Impact fee schedule Wastewater impact fees Checl Collier county millage rates Collier County Fiscal Year 2021 Adopted Budget County Inputs Checl 2021 Unincorporated Country Peak Seasonal Population Collier County 2021 AUIR County Inputs Checl 2021 Collier County Permanent Population Collier County 2021 AUIR County Inputs Checl FTE Conversion Factor IMPLAN County Inputs Checl Countywide Employment Collier County 2016 EMS Impact fee update (Table B-6) County Inputs Checl County Homestead Exemption Collier County Property Appraiser County Inputs Checl State Revenue Sharing Collier County Fiscal Year 2021 Adopted Budget General Fund Rev Demand Units Checl Ad Valorem Taxes Collier County Fiscal Year 2021 Adopted Budget General Fund Rev Demand Units Checl Board of County Commissioners Trans to 325 Stormwater Capital Fund Collier County Fiscal Year 2021 Adopted Budget MSTU Exp Demand Units Checl Average Taxable Value per unit Calculation Residential Just+Taxable Value Checl Total Taxable Value Calculation Residential Just+Taxable Value Checl General Fund Grouping Revenues and Sources-- General Fund Collier County Fiscal Year 2021 Adopted Budget General Fund Grouping Matrix Checl Net Buildings and Land Value per Sq. Ft Law Enforcement Impact fee study LAW Impact Cost per Res Checl Total Equipment Cost Law Enforcement Impact fee study LAW inventory Checl Law enforcement level of service Collier County 2021 AUIR Prop Share Law Enforce Capital Checl Adopted LOS Collier County 2021 AUIR Prop Share CF capital Checl Correctional facility impact fee LOS Correctional Facilities Impact Fee Study CF Impact cost per Res Checl Correctional facility net asset cost Correctional Facilities Impact Fee Study CF Asset inventory Checl Residents per housing unit I EMS impact fee study EMS Pop & Employ Checl Q Q JACOBS_COLLIER_COUNTY _BIG -CYPRESS _VILLAGE _ PEER_ REVIEW_3RD DRAFT Packet Pg. 1654 17.A. h COLLIER COUNTY GMD - PEER REVIEW OF BIG CYPRESS VILLAGE SRA ECONOMIC ASSESSMENT Residential functional population coefficient Calculation EMS Pop & Employ Checl Functional resident coefficient Calculation EMS Funct Res Non-Resid Checl Proportionate allocation Collier County 2021 AUIR Revised Prop Share EMS Capital Checl Net Impact Fee per Functional Resident (per Tindale Oliver) EMS impact fee study EMS Impact Fee Schedule Checl Adopted LOS Library Impact fee study LIB Current LOS Checl Total Impact Cost per Functional Resident Calculation LIB Net Impact Cost Checl Regional Park Adopted LOS Collier County 2021 AUIR Prop Share Region Parks Capital Checl Community Park Adopted LOS Collier County 2021 AUIR Prop Share Comm Parks Capital Checl Total Land & Facility cost per acre Parks Impact Fee Study Parks Impact Per Res Checl Functional Population Coefficient Government Buildings Impact study Prop Share Govt Blgs Checl Total Land Value Government Buildings Impact Study GOV Impact Cost per Res Checl LOS (Square Feet per Functional Resident) Government Buildings Impact Study GOV Impact Cost Per Res Checl Fire Impact Fee Coefficients EMS impact fee study Fire Impact Fee Rev Checl Total Facility cost per student based on adopted LOS Standard School Impact Fee Update Study ■ Cost per Station Checl Student generation rates School Impact Fee Update Study School inputs Checl FY 2021 Millage Rates CCPS FY20 Final Budget Book School inputs Checl FY 2021 School FTE Enrollment CCPS FY20 Final Budget Book School inputs Checl rn rn d Q. V CO 0 c 3 0 co 0 0 0 0 T- N 0 N J IL c 0 d IL a� c 0 N Q JACOBS_COLLIER_ COUNTY _BIG _ CYPRESS_ VILLAGE_PEER_REVIEW_3RD DRAFT Packet Pg. 1655 17.A.i PUBLIC FACILITIES IMPACT ASSESSMENT COLLIER VILLAGES 12-12-2022 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. Collier County's contractor hauler, Waste Management, will collect solid waste generated within Town of Big Cypress, in addition to Bellmar Village, and Rivergrass Village. Recycled materials will be collected from curbside recycling containers through contract haulers. Residential recyclables and horticultural waste will be collected at the curb on a weekly basis. Construction debris will be collected and processed by a local business specializing in the recycling of construction products. Bear -proof trash cans will be used in all residential and commercial areas of the Town. Commercial and institutional facilities will utilize dumpster containers for the storage of garbage and rubbish. Recycling containers will be used to store recyclables in the commercial and institutional areas. Solid waste collected within Town of Big Cypress will be hauled to the Collier County Landfill. According to Waste Management the Collier County Naples landfill is available and according to the Collier County 2021 Annual Update and Inventory Report, there is sufficient capacity at this facility 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: All of the responses to the questions below are shown on the respective village masterplan drawings that are approved (incorporated by reference herein) and on the proposed Town plan submitted herewith. (1) The location of any WRA delineated within the SRA; No WRA areas are included within any of the village SRA areas. Lakes to be constructed within the WRA areas are identified on the respective village and town SRA masterplans. Page 1 of 19 H:\202l\2021078\WP\SRA\3rd Resubmittal\Public Facilities Impact Assessment Report w Exhibits (12-12-22).docx as a aM 'm 0 c 3 0 N N N T N Packet Pg. 1656 17.A.i (2) A generalized representation of the existing stormwater flow patterns across the M site including the location(s) of discharge from the site to the downstream y receiving waters. Q. All of the land areas comprising the 4 SRA's are currently included in 2 Conceptual aM ERP's. The northern most ERP covers Rivergrass and Longwater and is known as - the Rural Lands West (RLW) ERP, permit number 11-03949-P. The southern ERP c includes the land areas south of Longwater and is called the Bellmar ERP, permit 0 # 11-104224-P. The Bellmar permit covers the area occupied by Bellmar and the "fish hook" area of the town including all of the commercial/industrial, and affordable housing areas. o The criteria used in the preparation of this plan was based on the predevelopment agricultural stormwater management system currently in place. Stormwater discharges from the lands in question are equal or less pre versus post on both a peak rate and total volume perspective. As such, the discharges mimic that of undeveloped lands. Therefore, in the event of a change to the agreement between Collier County and the Big Cypress Basin concerning the lands to the south of I- 75, no impact on any downstream system above and beyond that of undeveloped land would be realized and thus there is no impact on County stormwater facilities caused by the development of this property above and beyond undeveloped land. Collier County currently maintains no onsite stormwater infrastructure and will not in the future. N N (3) The land uses of adjoining properties and, if applicable, the locations of N T stormwater discharge into the site of the proposed SRA from the adjoining properties. No adjacent properties drain through any of the SRA's. 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 receiving water of the stormwater discharges from Town of Big Cypress is the existing agricultural water management system aka Water Retention Area (WRA), which ultimately discharges to the Merrit Canal via Camp Keais Strand. (2) The peak allowable discharge rate (in cfs/acre) allowed for the SRA per Collier County Ordinance 90-10 or its successor regulation; The peak allowable discharge rate in Collier County applicable to this project based on ord. 2017-19 is 0.09 cfs/acre. The proposed surface water management systems are be based on the permitted agricultural system currently in place and operational. The peak discharge rate of 0.03 cfs/ac is used to match that of the agricultural Page 2 of 19 H:\202l\2021078\WP\SRA\3rd Resubmittal\Public Facilities Impact Assessment Report w Exhibits (12-12-22).docx Packet Pg. 1657 17.A.i system in an effort to maintain the hydrological regime that has existed for many years on this site. The evaluation of offsite discharge rate shall be made at the outfalls of the agricultural system in accordance with the Conceptual Approval permit (11-03949-P and 11-104224-P) issued by SFWMD. (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; No surrounding properties drain though the SRA areas of any of the villages or town and as permitted no other areas will drain through these areas. (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 Stormwater water quality treatment within these SRA's will be predominantly accomplished by wet detention (lakes) located within the SRA and overlapping into the WRA areas as permitted by SFWMD. Commercial areas will also utilize dry detention pretreatment areas in accordance with SFWMD requirements. Discharges from the SRA water management system to natural WRA areas will occur only after water quality volumes have been achieved and will be by permitted control structures and facilities. Initial phases of development may pump stormwater after treatment consistent with the pre -development drainage of the land. The provided water quality treatment volume of this SRA will be in accordance with the approved SFWMD ERP's, inclusive of an additional 50% of water quality to be provided in excess of the calculated base water quality volume for compliance with the interim watershed management plan. Water quantity treatment will occur in both the SRA sited lake system and the WRA areas in concert. (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. Several alterations to the WRA areas adjacent to the Village were proposed and approved by SFWMD with the Conceptual Approval Permits. Stormwater management/buffer lakes and their associated containment berms have been permitted in select locations in the existing WRA's. These modifications were confined to areas of the WRA that exhibited heavy exotic infestation and had little to no habitat function. All of these alterations have mitigation identified in the permit which will be made upon implementation of the impact. Page 3 of 19 H:\2021\2021078\WP\SRA\3rd Resubmittal\Public Facilities Impact Assessment Report w Exhibits (12-12-22).docx Packet Pg. 1658 17.A.i 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. 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. All potable water and wastewater services will be provided by the Collier County Water Sewer District in accordance with existing and further interlocal agreements with the Big Cypress Stewardship District. The following tables are calculations of the Town of Big Cypress, Rivergrass, Longwater and Bellmar potable water demands and wastewater generation with all factors and assumptions: IRivergrass Water and Wastewater Demands Residential I 2,500 DU Commercial I 80,000 SF Civic I 25,000 SF 536 Golf members 42 employees Total @ I 200 gpd/DU I = I 500,000 gpd @ I 0.15 gpd/SF I = I 12,000 gpd @ I 0.15 gpd/SF I = I 3,750 gpd @ 25 d/member = 13,400 gpd @ 15 = gpd/employee 630 gpd 529,780 gpd 0.53 mgd Potable Water Wastewater to water conversion 2,500 DU 80,000 SF 25,000 SF 536 members 42 employees 1.5 @ I 300 gpd/DU I = I 750,000 gpd @ I 0.23 gpd/SF I = I 18,400 gpd @ I 0.23 gpd/SF = I 5,750 gpd @ I� 35= I 18,760 gpd @ 21 gpd/employee M31) Factor I = I 1.5 I M31) Factor I = Total I M31) Flow I = I 0.80 mgd I M31) Flow I = Page 4 of 19 H:\202l\2021078\WP\SRA\3rd Resubmittal\Public Facilities Impact Assessment Report w Exhibits (12-12-22).docx 882 gpd 793,792 gpd 0.79 mgd 1.3 1.03 mgd Packet Pg. 1659 17.A.i Longwater Water and Wastewater Demands CO) Wastewater Potable Water to d Wastewater to water conversion = 1.5 L CL >+ V Residential I 2,800 DU I @ I 200 gpd/DU I = I 560,000 gpd 12,800 DU I @ I 300 gpd/DU I = I 840,000 gpd m Commercial I 80,000 SF I @ I 0.15 gpd/SF I = I 12,000 gpd 180,000 SF I @ I 0.23 gpd/SF I = I 18,400 gpd 0 Civic I 26,000 SF I @ I 0.15 gpd/SF I = I 3,900 gpd 126,000 SF I @ I 0.23 gpd/SF I = I 5,980 gpd o Total I I I 575,900 gpd I I I 864,380 gpd 0.58 mgd I I = I 0.86 mgd M313 Factor I = I 1.5 I M313 Factor I = I 1.3 c Total I M31) Flow I = I 0.87 mgd I M31) Flow I = I 1.12 mgd o N J a Bellmar Water and Wastewater Demands C Wastewater Potable Water d IL Wastewater to water conversion = 1.5IM c Residential I 2,750 DU I @ I 200 gpd/DU I = I 550,000 gpd 12,750 DU I @ I 300 gpd/DU I = I 825,000 gpd N Commercial I 85,000 SF I @ I 0.15 gpd/SF I = I 12,750 gpd 185,000 SF I @ I 0.23 gpd/SF I = I 19,550 gpd N Civic I 27,500 SF I @ I 0.15 gpd/SF I = I 4,125 gpd 127,500 SF I @ I 0.23 gpd/SF I = I 6,325 gpd to v Total I I I 566,875 gpd I I I 850,875 gpd 0.57 mgd I I = I 0.85 mgd N M313 Factor I = I 1.5 I M313 Factor I = I 1.3 N A N Total I M31) Flow I = I 0.86 mgd I M31) Flow I = I 1.11 mgd c d TOBC Water and Wastewater Demands aEi N Wastewater Potable Water N N Residential Commercial Civic Total Wastewater to water conversion 750 DU I @ I 200 gpd/DU I = I 150,000 gpd I 750 DU I @ I 300 gpd/DU 1,310,000 I @ I 0.15 gpd/SF I = I 196,500 gpd 11,31SOF000 I @ I 0.23 gpd/SF 60,000 SF I @ I 0.15 gpd/SF I = I 9,000 gpd 160,000 SF I @ I 0.23 gpd/SF 355,500 gpd 0.35 mgd M313 Factor I = I 1.5 I M313 Factor Total M31) Flow _ 0.53 mgd M31) Flow Page 5 of 19 H:\2021\2021078\WP\SRA\3rd Resubmittal\Public Facilities Impact Assessment Report w Exhibits (12-12-22).docx 1.5 225,000 gpd 301,300 gpd 13,800 gpd 540,100 gpd 0.54 mgd 1.3 0.70 mgd Packet Pg. 1660 17.A.i Combined Water and Wastewater Demands Wastewater Potable Water Wastewater to water conversion = Residential I 8,800 DU I @ I 200 gpd/DU I = I 1,760,000 gpd 18,800 DU I @ I 300 gpd/DU I = Commercial I 1,55S5,000 I @ I 0.15 gpd/SF I = I 233,250 gpd 11,55S5F 00 I @ I 0.23 gpd/SF I = Civic I 138,500 SF I @ I 0.15 I = I 20,775 I 13SF00 I @ I 0.23 I = gpd/SF gpd gpd/SF 536 @ 25 _ — 13 gpd 536 @ 35 Golf members d/member ,400 members d/member 42 @ 15 _ —630 gpd 42 @gpd/employee 21 _ employees gpd/employee ee employees Total I I 12,028,055 gpd 2.03 mgd M313 Factor I = I 1.5 I M3D Factor I = Total I M31) Flow I = I 3.05 mgd I M31) Flow I = * Residential Affordable Housing Wastewater Potable Water Wastewater to water conversion = Residential I 882 DU I @ I 200 gpd/DU I = I 176,400 gpd I 882 DU I @ I 300 gpd/DU I = 0.18 mgd M3D Factor I = I 1.5 I M31) Factor I = Total I M3D Flow I = I 0.26 mgd I M3D Flow I = 600 students Cafe:600 @ students 30 Staff M3D Factor Total I M3D Flow Notes: DU = Dwelling Units SF = Square Foot Gpd = Gallon per Day Mgd = Million Gallons per Day Institutional Wastewater 10 gpd/student student x 4 8850 gpd gpd/student 15 gpd/staff 0.009 mgd = I 1.5 = I 0.013 mgd Potable Water Wastewater to water conversion WWx1.5 1 1 WWx1.5 M3D Factor M3D Flow Page 6 of 19 H:\2021\2021078\WP\SRA\3rd Resubmittal\Public Facilities Impact Assessment Report w Exhibits (12-12-22).docx i w rn d L CL 1.5 V LM 2,640,000 gpd m 357,650 gpd 0 3 31,855 gpd H 18,760 gpd 0 882 gpd c 3,049,147 gpd c N 3.05 mgd d 1.3 p 3.97 mgd d a c O N 1.5 I- m N 264,600 gpd v 0.26 mgd N N 1.3 N 0.34 mgd 1.5 13275 gpd 0.013 mgd 1.3 0.017 mgd Packet Pg. 1661 17.A.i An Interlocal Agreement (ILA) between Collier County Water -Sewer District and the Big Cypress Stewardship District for potable water, wastewater, and irrigation currently exist for Rivergrass, Longwater and Bellmar villages. Potable water and wastewater services for the Town of Big Cypress projects will also be provided by the Collier County Water and Sewer District from existing and planned facilities. The Longwater ILA will be revised to become an agreement covering the Town. The estimated potable water demand for residential development at the project is based on 300 gpd per D.U. (residential) pursuant to the master planning efforts that have been ongoing for the last several years. The estimated wastewater demand for residential development is based on 200 gpd/du also as listed above. The calculations above for the Town do not include the units and flows from Longwater which are calculated separately and which are included in the Combined Water and Wastewater Demands. Wastewater demands for commercial use are based on 15 gpd / 100sf or 0.15 gpd/sf. Potable water rates are based on the wastewater rate times 1.5. An additional 0.36 mgd potable water and 0.28 mgd wastewater will be attributed to the affordable housing units and the school bringing the total potable demand for all uses to 4.33 mgd M3D and the total wastewater demand to 3.32 M3D mgd. Irrigation Water The project sites for the proposed Town of Big Cypress, Rivergrass Village, and Bellmar Village projects have a long history of permitted agricultural withdrawals from the Water Table and Lower Tamiami Aquifer that has maintained a healthy hydrologic and natural systems environment for many decades. At build -out, the projects will result in converting approximately 3,500 acres of agricultural land into residential development. The permitted and historically used allocation of irrigation water for agriculture at the sites is approximately 11.72 MGD on an annual average basis and approximately 31.20 MGD on a maximum monthly basis. The transition of agricultural use to residential, commercial, golf course uses will result in approximately 1,072 acres of landscaping and turf requiring irrigation within the Town of Big Cypress, Rivergrass Village, and Bellmar Village project areas. The total irrigation demand for the projected irrigated acreage of the projects as determined by the Blaney-Criddle method are: • Town of Big Cypress — Irrigation of 402 acres 0 1.54 MGD on an annual average basis 0 2.24 MGD on a maximum monthly basis • Rivergrass Village — Irrigation of 372 acres 0 1.43 MGD on an annual average basis 0 2.07 MGD on a maximum monthly basis • Bellmar Village — Irrigation of 298 acres Page 7 of 19 H:\202l\2021078\WP\SRA\3rd Resubmittal\Public Facilities Impact Assessment Report w Exhibits (12-12-22).docx Packet Pg. 1662 17.A.i 0 1.14 MGD on an annual average basis 0 1.66 MGD on a maximum monthly basis The proposed change in land use from agricultural to mixed -use will result in a total net reduction of irrigation water use of about 65% on an annual average basis and 8 1 % on a maximum monthly basis from the current agricultural irrigation water usage at the sites. The principal irrigation water services for the Town of Big Cypress as well as all of the irrigation water services for Bellmar Village and Rivergrass Village (except golf) will be provided by Collier County Water and Sewer District from existing and planned County facilities. This is shown in the following Table: Project Irrigated Acreage Irrigated Acreage Category Total Acres Coun Sources Onsite Sources 382 N/A Residential Town of Big Cypress 20 N/A Commercial 402 N/A N/A Golf 199 N/A Residential Rivergrass 30 N/A Commercial 372 Village N/A 143 Golf 294 N/A Residential Bellmar 4 N/A Commercial 298 Village N/A N/A Golf Total Acres 929 143 Grand Total 1072 The projected irrigation demands for the Town of Big Cypress, Rivergrass Village, and Bellmar Village are 3.56 MGD (County Utilities) and 0.55 MGD (onsite sources) on an annual average basis and 5.17 MGD (County Utilities) and 0.80 MGD (onsite sources) on a maximum monthly basis. The total irrigation demands from onsite sources therefore is further reduced by resulting in a total net reduction of 95% on an annual average basis and 97% on a maximum monthly basis from the current irrigation water usage at the site. The onsite irrigation water supply system will include stormwater lakes and wells. The lake system will be used to supply irrigation water for the project and wells will be utilized to partially or fully resupply the withdrawal lakes. The proposed source aquifer for the wells is the Lower Tamiami Aquifer, which is currently permitted to meet the existing agricultural water demands for the project site. The lake withdrawals will provide an efficient and low impact method for effectively harvesting available stormwater supplies. Lake volume storage in the lake system as well as re- supply by groundwater from the recharge wells will minimize potential impacts to surface and groundwater levels. The developer would be responsible for all costs associated with the permitting, construction, and maintenance of the irrigation system. Parks Page 8 of 19 H:\202l\2021078\WP\SRA\3rd Resubmittal\Public Facilities Impact Assessment Report w Exhibits (12-12-22).docx as L CL aM 'm 0 c 3 0 N N N T N Packet Pg. 1663 17.A.i The Town of Big Cypress provides approximately 44.45± total acres of community park area, as CO depicted on the Master Plan. Per the RLSAO of the FLUE, a Town is required to provide a y minimum of 200 square feet of park area per dwelling unit, which has been met. Q. The property owners of the Town of Big Cypress have also entered into a Town Agreement with D the Board of County Commissioners, where the owners have agreed to provide a community park 0° parcel based on not only the dwelling units for the proposed Town of Big Cypress but also 3 inclusive of the dwelling units associated with the Villages of Rivergrass and Belmar. The 0 community park parcel is large enough to also meet this requirement. In addition to the 44.45 acre community park, the Town includes additional neighborhood recreational areas such as amenity centers (23.37 acres), park preserves (9.52 acres), and parks (13.82 acres). School Concurrence The adopted level of service for schools is based upon permanent FISH capacity: 100% for high school Concurrency Service Areas (CSAs); 95% for elementary CSAs; and 95% for middle school CSAs. The subject site is within the E10 North Central Area CSA for elementary schools, the M3 North Central Area CSA for middle schools, and the H3 North Central Area CSA for high schools. The FISH capacity and enrollment data below is per the Collier County Public Schools Capital Improvement Plan, for fiscal years 2022 through 2041. The E10 CSA includes two elementary schools, Corkscrew and Estates. They have a combined N FISH capacity of 1,584 students, a 2021/2022 peak enrollment of 1,485 students, and a projected N T 2025/2026enrollment of 1,567 students (99% capacity). The M3 CSA includes three middle schools, Corkscrew, Golden Gate, and Cypress Palm. They d have a combined FISH capacity of 3,422 students, a 2021/2022 peak enrollment of 2,791 students, y and a projected 2025/2026 enrollment of 2,652 students (77% capacity). The H3 CSA includes two high schools, Golden Gate and Palmetto Ridge. They have a combined FISH capacity of 3,892 students, a 2021/2022 peak enrollment of 4,027 students, and a projected 2025/2026 enrollment of 3,558 (91% capacity). According to the Collier County Public Schools CIP, enrollment at Golden Gate and Palmetto Ridge is being monitored. The proposed Town of Big Cypress consists of up to 3,550 (not including the 882 Affordable Housing) dwelling units, broken down by type in the table below, in accordance with Collier County Impact Fee Ordinance(s) methodology and terminology and applying the student generation rates (SGR) established in the 2015 Collier County School Impact Fee Study, the most recent data available, the Town of Big Cypress is anticipated to generate 897 new students at build out. Based on the total units amongst the Town of Big Cypress, Bellmar Village, and Rivergrass Village, it is anticipated that these projects will generate 2,332 new students at build out. Page 9 of 19 H:\2021\2021078\WP\SRA\3rd Resubmittal\Public Facilities Impact Assessment Report w Exhibits (12-12-22).docx Packet Pg. 1664 17.A.i Residential Unit Type Units SGR Projected Students Town of Big Cypress Total MFD, Condo, Duplex, Single -Family 1,347 0.11 148 Attached Total Single -Family Detached <4,000 SF 2,203 0.34 749 Bellmar Village Total MFD, Condo, Duplex, Single -Family 825 0.11 91 Attached Total Single -Family Detached <4,000 SF 1,925 0.34 655 Rivergrass Village Total MFD, Condo, Duplex, Single -Family 701 0.11 77 Attached Total Single -Family Detached <4,000 SF 1,799 0.34 612 Total Residential 8,800 2,332 as a aM 'm 0 c 3 0 As the total projected number of students will be distributed between the E10, M3, and H3 CSAs. 0 The property owners of the Town have entered into an agreement with Collier County Public Schools to reserve a 27.92 acre dedicated Elementary School Site, as depicted on the SRA Master m In Plan (Exhibit A of this document). An additional off -site, 88.31 acre, property has been reserved for a public elementary/middle or combination thereof and/or high school N N Fire and EMS N T According to EMS management, the Town of Big Cypress SRA, Rivergrass Village SRA, and Bellmar Village SRA will be primarily served by a new EMS facility planned for the corner of Desoto Blvd./Golden Gate Blvd East ("EMS Station 74"). The County acquired the site in January 2020. EMS management anticipates the station will be placed in service in early 2023. The cost of the new facility will be funded by the County's One -Cent Infrastructure surtax which was authorized in 2018. The Economic Assessment was prepared in accordance with discussions and information provided by the EMS management. If additional EMS capacity is needed to serve Rivergrass SRA Village, and potentially Hyde Park SRA Village and the Town of Big Cypress SRA, EMS management anticipates leasing space for an additional vehicle at the new NCFR station planned for 22nd Avenue/Desoto Blvd N. Because NCFR is planning to maintain an apparatus at the new EMS station, the two entities may enter into a mutual cost -sharing arrangement. EMS Management has indicated that the capital impact from Town of Big Cypress SRA, Rivergrass Village SRA, and Bellmar Village SRA will be limited to EMS vehicles. The Town of Big Cypress SRA and Rivergrass Village SRA are located within the fire rescue service area of a facility planned for a site located at 22nd Avenue/Desoto Boulevard North which is owned by the North Collier Fire Control & Rescue District. According to the Fire & Rescue Page 10 of 19 H:\2021\2021078\WP\SRA\3rd ResubmittahPublic Facilities Impact Assessment Report w Exhibits (12-12-22).docx N Packet Pg. 1665 17.A.i District, service to the Bellmar Village SRA will be provided by a new fire rescue facility which CO will be co -located at the new County EMS Station 74 located at the corner of Desoto Boulevard y South and Golden Gate Boulevard East. The Economic Assessment was prepared in accordance Q. with discussions and information provided by the Fire & Rescue District. v aM Per discussions with NCFR, a ladder truck will be needed in the new fire station planned for o 22nd Avenue/Desoto Boulevard to serve mid -rise buildings in the Town of Big Cypress SRA and Rivergrass Village SRA. Based on buildout assumptions, NCFR estimates sufficient fire c impact fees and ad valorem tax revenues will be collected to fund the acquisition of the ladder ~ truck by the time initial mid -rise buildings are constructed. Additionally, please see requested maps (Exhibit B of this document) 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. Response time data, requested by staff, has been provided by North Collier Fire Control and Rescue District, and is included with this Report. Transportation Impacts See the Traffic Analysis provided as part of this SRA application for transportation impacts. Page 11 of 19 H:\2021\2021078\wP\SRA\3rd Resubmittal\Public Facilities Impact Assessment Report w Exhibits (12-12-22).docx N N N T N ZI Packet Pg. 1666 17.A.i Exhibit A Town of Big Cypress Master Plan ,. TOWN OF BIG CYPRESS BRA LAND USE SUMMARY NEIGHBORHOOD GENERAL CONTEXT ZONE SYMBOL DESCRIPTION ACRES NEIGHBORHOOD GENERAL 497.32 COMMERCIAL - CINC 3.12 ROAD R.O.W. 167.95 AMENITY CENTERS 23.40 COMMUNITYPARK ## 44.45 PARKS * 13.82 PARK PRESERVES # 9.52 LAKES 286.69 LAKE M-E & MISC. OPEN AREA 160.11 PERIMETER LANDSCAPE BUFFERS 4.18 UMLTY SITE S.32 10' LITILTY EASEMENT 0.81 E-EMENTARY SCHOOL BITE 2733 NEIGHBORHOOD GENERAL CONTEXT ZONE TOTAL 1234.64 AFFORDABLE CONTEXT ZONE_ AFFORDABLE HOUSING AF-1 &AF-2 ## 88.2i TOWNCORE CONTEXTZONE TOWN CORE #A 35.65 BUISNESS PARK CONTEXT ZONE ---S--.._. PAWS - BUSINESS PARKS SP-1 & BP-2 #1165.03 TOWN CENTER CONTEXT ZONE TOWN CENTER AE eRnf to 18I# Ave. N ## 20.93 ------- SRABOUNOARY TOTAL 1544.46 SOD' na 300' HA a i` H5A 7 � cE Iol LaE. se-ttPE IOU J TiP=1 25 TiPElDIL a E. - . A'-' 1`u.E J HSA MA17 GENERALL 1� a[I - `FSAno.e.eouT CONDITIONAL / USE (GCUI /,/ a seTeaeK 500' �./� ANHOJiL9A0 / :ln1 - � � Leh A-ntHoxLsno SSA- 17 /I 6 _ ! SSA-15 # SOUTH PARK AREA INCLUDES(4) 1.0 Ac CELLS ABOVE 1.2 NRI *!! ACREAGES ARE GROSS AMC INCLUDE ROADS, LAKES,L.ME A OPEN SPACE ----- DENOTES PANTHER 1MR-D IFS PENCING LOCATIONS O DENOTES FUTURE COUNTY ROAD RICNT-0F4NAY NOT IN SRA. WRA LAND USE SUMMARY SYMBOL DESCRIPTION ACRES LANE TRACTS Indutles L.M.E. 50.C3 VESTED LAKE TRACTS Includes L.M.E. 98.96 ROAD R.O.W. WRA 2.47 g,1 W RA AREA TOTAL 151.45 SSA-17 P�tnIL.IaE. ESInTEs I 10' LCEC EASEMENT-�_ THESE LANDS WHICH HAVE ANz` NRI SCORE GREATER THAN 1.2 WILL BE MAINTAINED IN A PREDOMINATELY NATURAL STATE \ 5SA-17 1 l srATEs ) 1*DENOTES GROSS - 5lII CI LLI PROPERTY BOUNDARIES ._..� SSA-17 of I w BCSD PROPERTY LINE- I I -__ __ /\ �- 25'L.S.E W7M U.E, INCLUDED IN ADJACENT PARCEL AREAS FROM SRNE ROAD INTERSECTION OF BIG -? CYPRESS PARKWAY TO SCHOOL SITE SOUTH PIL, 11\ INTERIM ROAD ACCESS PER SECTION (A) SO' R.O.W. TO SELLMAR VILLAGE DISCLAIMER: TXE MASTER PLAN IS CONCEPTUAL. INIER- ROAD ALIGNMENTS, LAKE SITING AND CONFIGURATION CF DEVELOPNENTAREASARE SUBJECT - MODIFICATION WITHIN THE RLSA GIBDFLINES AT TIME OPFINALDEVELOPMENTORDER. BOUNDARY L,aTrPE I.t aAG �! SEE SHEET 7 FOR MAIN SPINE ROAD CROSS SECTION A SSA-17 AG I SPECIAL NOTES: I + 1, REWIRED LANDSCAPE BUFFERS l EASEMENTS THAT ARE AE NOTINDICATED ONCERTAIN PARCELS HEREON WILL BE •* PROVIDEDASREOUIREDATTHAEOFD.O. 1 2. WRALANDUSE IS WTHINSSAANDISNOTINCLUDEUIN _ THE SRA BOUNDARY. THE WRA AREA IS NOT INCLUDED IN THE OPEN SPACE CALCULATK)NS. J. WHERE E TOWN NSSAORA PRESERVE. NOPERIMETER BUFFER IBREQUIRED, S vnNrHER FEN cE nrP1 CFPT REWIRED FLORIDA E%CEPT ASNAYBEREQUIREDB Y PERMIT WATER MANAGEMENT CISTRICT PERMIT PaTEHPIaL 55A-17 Hn)ua AYBE AG INT.-I- ITYP I POTENTIAL FUTURE q A[. TRANSFER STATION OR PARK AND RIDE 3 1 SSA-17 ' /q 1 n.mHoncsgo � ` \OPEN SPACE CALCULATIONS OPEN OPEN LAND USE ACRES SPACE SPACE % ACRES )DGENERAL 457J2 20.00% 97A5 -CIVIC 342 1 Fax o'S1 1EERIIMTEBUFFER6 5.32I 115.00%I D.BO 10'UTLTY E43B1ENT 0.81 100.00% 0.81 '~1SA-la TO'A'OF ER(Atl18ceOVIDE1NAve.NEI 20.93. 10.00%. 12.09 TOTAL OPEN SPACE PROMDED 716.Ofi OPEN SPACE CALCULATION NOTES: 1. MINIMUM REQUIREDOPEN SPACE =35% MTOTAL SRA 1,54446= 541156Ac. PROVIDED 'SSA-'18 SCHOOL STTP OPENSPACE=41.36%(I15.05 Al.) %13. AR EASIN ABOVE OPEN SPACE TABLE FOR COMMUNITY PARK,AFFORDABLE HOUSING, BUSINESS PARKS & TOWN CORE LAND USES DENOTE NET DEVELOPMENT AREA WHICH EXCLUDES LAKES, ROAD R.O.W.& L.M.E. I OPEN SPACE THOSEAREAS ARE INCLUDED IN THE APPROPRIATE CATEGORY IN THE OPEN SPACE TABLE ABGVE ,.�`-: TARPON BLUE CE MANAGEMENT, LLC TOWN OF SIC CYPRESS _- m's: • _ tCNc sui "^. w,, ".:. •, •.,_.•••• SRA SUBMITTAL PLANS Page 12 of 19 H:\2021\2021078\WP\SRA\3rd Resubmittal\Public Facilities Impact Assessment Report w Exhibits (12-12-22).docx as L IZ UM W O Ir LO r O O O N O N J a I a Im C a O N ti M O V N N N T I N \/ Packet Pg. 1667 17.A.i Exhibit B EMS Travel Routes Page 13 of 19 H:\2021\2021078\WP\SRA\3rd Resubmittal\Public Facilities Impact Assessment Report w Exhibits (12-12-22).docx as L 0. V LM m 0 3 0 tM c C 0 N ti M to N N N N T N C d E N N N N N Q t,1 M 0. E N d r 0 R LL 2 7 a U- c a� E z U 0 a E M Q Packet Pg. 1668 17.A.i Page 14 of 19 H:\2021\2021078\WP\SRA\3rd Resubmittal\Public Facilities Impact Assessment Report w Exhibits (12-12-22).docx w d L CL V 2) m 0 C 3 0 F- tM c C 0 N ti M to N N N N T N C d E N N N N N Q t,1 M 0. E N d r 0 R LL 2 7 a U- c a� E M u 0 a E M M Q Packet Pg. 1669 17.A. i Fwd: Town of Big Cypress SRA NCFR Fiscal Analysis ***Follow Up*** Eloy Ricardo <eRicardo@northcollierfire.com> Tc G Lucy Caalic O Follow rep. This message is part of a tracked conversation. Click here to find all related messages or to open the original flagged message. Click here to downia ad pictures. To help protect your privacy, Outlook prevented automatic download of some pictures in this message. Good Afternoon Lucy, I agree with the assessment below. If there is any assistance that I can provide as we move forward with this project Feel free to reach out to me if you have any q uestions Take care Elay Ricardo Fire Chief Page 15 of 19 H:A2021\2021078\WP\SRA\3rd Resubmittal\Public Facilities Impact Assessment Report w Exhibits (12-12-22).docx N N r N Packet Pg. 1670 17.A. i Lucy Gallo From: Lucy Gallo Sent: Wednesday, April 13, 2022 11:34 AM To: eRicardo@northcollierfire.com Cc: Ifreiburg@northcollierf re.com; Daniel Zunzunegui Subject: Town of Big Cypress SRA NCFR Fiscal Analysis ***Follow Up*** Follow Up Flag: Follow up Flag Status: Flagged Chief Ricardo, Hope all is well! The Town of Big Cypress NCFR Fiscal Analysis and accompanying files were submitted for your review in January. As a follow up, the excerpt from the Economic Assessment is provided below. ( I added a disclosure regarding the new ladder truck.) The combined fiscal analysis (capital and operating) is for the Town of Big Cypress, Rivergrass Village SRA, and Bellmar Village SRA and was prepared in accordance with the Town Agreement between the County and the Landowners. Do you have any questions, comments, or suggestions? Do I need to resend any files? Your sign off is needed to complete the County review process. Best regards. Lucy North Collier Fire & Rescue District North Collier Fire & Rescue Capital Impacts The Town of Big Cypress SRA, Rivergrass Village SRA, and Bellmar Village SRA are 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 The Town of Big Cypress SRA and Rivergrass Village SRA are located within the service area of a facility planned for a site located at 22nd Avenue/Desoto Boulevard North which is owned by the Fire & Rescue District. A new ladder truck will likely be needed to serve the mid -rise buildings in the Town of Big Cypress SRA and Rivergrass Village SRA. According to the Fire & Rescue District, service to the Bellmar Village SRA will be provided by a new facility which will be co -located at the new County EMS Station 74 located at the corner of Desoto Boulevard South and Golden Gate Boulevard East. The annual debt service for a $1.3 million ladder truck is reflected in Table 34. Capital impacts are shown in Table 31 and are allocated and projected on a per incident basis for the Town of Big Cypress SRA and Rivergrass Village SRA, consistent with the 2020 Fire Impact Fee Update. Capital costs for the Bellmar Village SRA were provided by the Fire & Rescue District. Table 31: Town SRA and Village SRAs North Collier Fire & Rescue District Capital Impact Page 16 of 19 H:A2021\2021078\WP\SRA\3rd Resubmittal\Public Facilities Impact Assessment Report w Exhibits (12-12-22).docx N N N Packet Pg. 1671 17.A. i Impact at 130dout Capital Revenue: Impact Fee Revenue $ 4,879AO0 Other Capital Revenues 445,000 Total Capital Revenue 5 5,324,000 $ 5,324,000 Rhnrrgress Village SRA and Town of Big Cypress 3RAe Capital Cost: Residential Square Fast 12,932,700 Capital Cost per Residential Square Foot $ 0.19 Capital Coat Residential Land Uses 5 2,407,000 Commercial Square Feet 1,470,000 Capital Cost per Commercial Square Foot $ 1.16 Capital Cost Commercial Land Uses 5 1,700,000 $ 4,107,000 Bellmer Village SRA Co -Located Facility at EMS Station 74 Shared Station Construction Cost $ 1,184�0D0 Apparatus 474r000 Total Co -Located Facility at EMS Station 74 Cost 5 1,658,000 $ 1,658,000 Total Capital Coat $ 5,765,000 Not Capital Impact (One -Time) 5 (441,000) Estimated Annual Operating Surplus Before Capital Cost 8,577,000 Estimated Annual Or9erstlnKSurplus $ 8,136,a00 0 The annual debt service fora new ladder truck reflecting In Table 34. Source: North Collier Fire&Rescue 0istric� OPFG, 2022 Projected impact fee revenues are presented in Table 32 and total $4.9 million. Table 32: Town SRA and Village SRAs North Collier Fire & Rescue Impact Fee Revenues Impact Fee Land Use Units Total Sq. Ft. Rate Total Rhrargraaa Vllimp SRA Residential Commercal Total Town of Big Cypress SRA tongwater Residential Commercial Total Town Residential Commercial Total Bellmer Village SRA Residential Commercial Total Total Residential Commercial Total 5,613,400 $ 0.17 $ 254,278 80 80 $ 1.05 84 $ 1,039,078 800 5 917 5 0.17 5 1,005,941 80AW 80 000 $ 1.06 84 8W $ 1,090,741 750 1A52AW$ 0.17 $ 246 1.,310AW 1,310AW $ 1.05 1,388,600 $ 1,635,440 750 6,022,000 $ 0.17 $ 1,023,740 as= 85 000 1.06 90100 5 1,113,940 SAM 19 700 S 0.17 S 3230,799 S551,555,000 5 1.06 L648 $ 4,879,099 Page 17 of 19 H:A2021\2021078\WP\SRA\3rd Resubmittal\Public Facilities Impact Assessment Report w Exhibits (12-12-22).docx Packet Pg. 1672 17.A.i Source: North Collier Fire & Rescue District, DPFG, 2022 The square footage of the Project at buildout is provided in Table 33. Table 33: Town SRA and Village SRAs Square Footage Rivergrass Units Village SRA Town of Big Bellmar Cypress SRA Village SRA Total Market Rate Apartments Stacked Flat/Condo Towntmme Villas A Villas B Total Multi (LOw-RISC, 1-2 Floors) SFO45' SFO5P A SFD 52' B SFD 62' A SFD 62' B SFD 75' A SFD 75' B Total Singe -Family Detached 4000Sq. Ft. Total Residentiel NonFlasldential 240 OOO 2 000 2WRI 0 10,000 MOOD 3NAW 442 000 238,000 LO 76, = 2SSAM L20.51X 92SAW 2,3366SOD 229 229 SOD 1,067,6D0 1 1,937,500 1,252,000 4,257,100 798 WO 409,200 L207,800 935 2 OW 2 000 5,699,000 L497,6DO 230,400 :_ 1,721LOOD 693,600 L443,0DO 8W 3,73Z400 L419,600 124 800 400 411.0DO. 3 000 7 DOD 72,000 Am 4,545,800 5,431,WD 4,770,000 14,747,600 5,613,400 7,369,300 6 922,W0 19,004,700 W ODD OD0 UDO Source: North Collier Fire & Rescue District, DPFG, 2022 North tallier Fire & Rescue Annual Operating? Impacts Annual operating expenditures forth Town of Big Cypress SRA and the Rivergrass Village SRA are allocated and projected on a per incident basis, consistent with the 2020 Fire Impact Fee Update. Annual operating expenditures for Bellmar Village SRA were provided by the Fire & Rescue District. Because the current operating millage of the Big Corkscrew Island SDA is geared to much lower density development, Town of Big Cypress SRA, Rivergrass Village SRA, and Bellmar Village SRA are currently projected to generate significant operating surpluses forthe Fire & Rescue District. Table 34: Town 5RA and Village 5RAs Big Corkscrew Island 50A Annual Operating Impacts at Buildout Page 18 of 19 H:\2021\2021078\WP\SRA\3rd Resubmittal\Public Facilities Impact Assessment Report w Exhibits (12-12-22).docx N C4 N T r C4 Packet Pg. 1673 17.A. i Annual Impact at Ruildout Annuel Operating Impact: Ad Valorem Tax Base $ 3,620,431r000 Big Corkscrew Island SDA Mlllage Rate 3.7S Annual Ad Valorem Rvmnues S 13,577,000 $ 13,577,000 Annual Expenditures: Rhrargrass Village SRA and Town of Big Cypress SRA 2021-22 North Collier Fire Budget: Personnel and Operating Expenses $ 43,792,915 Debt Service 944,815 Capital 1,679,570 Total Expenditures $ 46,317,3D4 Average Annual District Incidents 18,832 Average Operating Cost per Incident $ 2,459 Estimated Annual Incidents 1,247 Annual Operating Cost 3,066,000 Annual Debt Service - New Ladder Truck LW1000 Bellmer Village SRA Co -located facility at EMS Station 74 Annual Expenditures Personnel and Operating Expenses 1,776,000 Total Annual Operating Expenses 5,000,000 Estimated Annual Operating Surplus Before Capital Cost 8,577,000 Net Capital Cast (One -Time) - Bellmar (44L000) Estimated Annual OneratineSurolus $ 8,136,000 Source: North Collier Fire&Rescue 0istric� OPFG, 2022 Lucy L. Gallo, CGMA Managing Principal —Southeast DPF,--G ORANGE COUNTY, CA SACRAMENTO, CA AUSTIN, TX RESEARCH TRIANGLE, NC SARASOTA, FL AMELIA ISLAND, FL FL Offices (321) 233-2778 NC Office (919) 321-0232 Mobile (919) 949-1838 Email: lucy.galloPd pfg.com Website: www.dpfg.com The Information contained In this email transmission is privileged and confidential Information Intended only for the review and use of the Individual or entity named above. Ifthe reader ofthis message is not the Intended recipient, you are hereby notified that any unauthorized dissemination, distnbution, use or copying of this communication Is strictly prohibited. If you have received this communication in error, please Immediately notify us by telephone. Thank you. Page 19 of 19 H:A2021\2021078\WP\SRA\3rd Resubmittal\Public Facilities Impact Assessment Report w Exhibits (12-12-22).docx a U) N N Q U _2) m 4- 0 C 3 O H Packet Pg. 1674 17.A. k SIGN POSTING INSTRUCTIONS (CHAPTER 8, COLLIER COUNTY ADMINISTRATIVE CODE FOR LAND DEVELOPMENT) A zoning sign(s) must be posted by the petition 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 $ E. 1. The sign(s) 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 ROBERT 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-20210001496. SIGNATURE OF APPLICANT OR AGENT Robert _J._.Mulhere, FAICP, President/CEO NAME TYPED OR PRINTED STATE OF FLORIDA COUNTY OF COLI-IER Hole Montes. Inc._`950 Encore Way STREET OR P.O. BOX Naples, FL 34110 CITY, STATE ZIP The f r oing instrument was sworn to and subscribed before me this I,,'day of May, 2023, by means of physical presence or on ine notarization, by Robert J. Mulhere, FAICP. President/CEO, who is personally known to me or who has produced as identification and who did/did not take an oath. 'r; STEPHANIE KAROL Notary Public a�q, • State of Florida Commission k GG 465834 or 'r My Comm. Expires Mar 4, 1424 Bonded through National Notary Assn. y ammisslon xplres; (Stamp with serial number) te VAJ Signaturb of Notary Public ,DVkLO Printed Name of Notary Public M N 0 N T- LO Packet Pg. 1675 AL-;! � -uOi;i;ad 6UIUOZ : L£99Z) (£ZOZ-VS) sufiS 10 so;Oyd pue aai;ON 6ui;sod 10 j!Aep!jjV :;uaWLj3ejjv W u H O�� 0 Z cn w� J n LL Z 0c: .�--� j 0 0— co Itr O CN LO w p C%, -1 CY) ah WSJ cv LL •• �— U) LU z�w z r:; w -i z CL J Z Z a LU 0 < C7 co w =� a Z z w < J d J 0.) J CCD C) Z 21 -7 4LIAIJLw!� 11 T T N ' 7-7 ' ' y - ' : I a :.� - -UOII!10d BUIUOZ LC99Z) (CZOZ- VS) SUBIS 10 SO)OLld Pue 831ION BUIISOd 10 I!Aep!IIV :lUaWqoellv o 4L, 41 w 0 W 3 0 en 'S p L(jj) R —(n WL-U-. AA Z cn C:D -r- uj � Tsu W C:� D_ z CD LIJ _j L) CN CN 7) <C z In uj co I Lu 0 Lu Z Z cr- C) 0 a)• D_ CD _j X. 04 >_ "A A Vt I - : %'AMIP ., — . . . 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(D ol T, 1. Jo �'Am LX N E C) xw UIS (L lu OIL90t- Lu a 0a': 2 Z.11 L) V a. im C, 14 m V-L, r ji N VA -uORROd 6UIUOZ: L£99Z) (£ZOZ-�-S) sufiS 10 so;Oyd pue aai;ON 6ui;sod 10I!Aep!IIV :;uawgoelly to ti 'r tW = cn c` N ff r ti ic x Ol , a i -UO14!18d BUIUOZ : L£996 (£ZOZ-VO SUBIS 10 so}oyd pue ail}ON BURSOd 10 4inepijjV :;uatuy3e;}d ti r y � W CO V av Ewer rn m �M Wa'oLu w a en �Of2�J � Leo I Lu LL Q 00 W r W_m [ WV r w Q zzm$ GLZ Z= V Q C 50 o i O Ir U � 0 (D CL d r m�CLC C]0 c) a ic fir: '- �. .yy; • 'v .-• �T' t7, 4 fa @507 17.A.1 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 June 27, 2023, in the Board of County Commissioners Meeting Room, Third Floor, Collier Government Center, 3299 East Tamiami Trail, Naples FL to consider: A RESOLUTION OF THE COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS CREATING THE TOWN OF BIG CYPRESS STEWARDSHIP RECEIVING AREA BY AMENDING RESOLUTION NO.2021-119 WHICH ESTABLISHED THE LONGWATER VILLAGE STEWARDSHIP RECEIVING AREA BY RENAMING AND CONVERTING IT TO A TOWN, BY DESIGNATING AN ADDITIONAL 544.65 x ACRES WITHIN THE RURAL LANDS STEWARDSHIP AREA ZONING OVERLAY DISTRICT AS A STEWARDSHIP RECEIVING AREA, TO CREATE THE TOWN OF BIG CYPRESS STEWARDSHIP RECEIVING AREA WHICH WILL ALLOW DEVELOPMENT OF A MINIMUM OF 2,427 RESIDENTIAL DWELLING UNITS AND A MAXIMUM OF 4,432 DWELLING UNITS, OF WHICH A MINIMUM OF 10% WILL BE MULTI -FAMILY DWELLING UNITS,10% WILL BE SINGLE FAMILY DETACHED AND 100/6 WILL BE SINGLE FAMILY ATTACHED OR VILLA; AN AGGREGATE MINIMUM OF 753,440 SQUARE FEET AND AN AGGREGATE MAXIMUM OF 1,390,000 SQUARE FEET OF COMMERCIAULIGHT INDUSTRIAL IN THE TOWN CORE CONTEXT ZONE, BUSINESSPARK CONTEXT ZONE, TOWN CENTER CONTEXT ZONE AND NEIGHBORHOOD GENERAL CONTEXT ZONE; AN AGGREGATE MINIMUM OF 66,480 SQUARE FEET AND A MAXIMUM OF 86,000 SQUARE FEET OF CIVIC, GOVERNMENTAL AND INSTITUTIONAL USES IN THE SRA; SENIOR HOUSING INCLUDING ADULT LIVING FACILITIES AND CONTINUING CARE RETIREMENT COMMUNITIES AND LIMITED TO 300 UNITS IN THE SRA; AND 23.4 ACRES OF AMENITY CENTER SITES; ALL SUBJECT TO A MAXIMUM PM PEAK HOUR TRIP CAP; AND APPROVING THE AMENDED AND RESTATED STEWARDSHIP RECEIVING AREA CREDIT AGREEMENT FOR THE TOWN OF BIG CYPRESS STEWARDSHIP RECEIVING AREA AND ESTABLISHING THAT 15,797A STEWARDSHIP CREDITS ARE BEING UTILIZED BY THE. DESIGNATION OF THE TOWN OF BIG CYPRESS STEWARDSHIP RECEIVING AREA. THE SUBJECT PROPERTY CONSISTING OF 1544.46 ACRES IS LOCATED EAST OF DESOTO BOULEVARD, NORTH AND SOUTH OF OIL WELL ROAD AND WEST OF THE INTERSECTION OF OIL WELL GRADE ROAD AND OIL WELL ROAD, IN SECTIONS 3,14, 22, 23, 26, 27, 34 AND 35, TOWNSHIP 48 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA. [PL2021 OOD14961 o rvej 3 d Project .. ..... Location .. m 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. 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. 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 evenVmeeting entry on the Calendar of Events on the County website at www.colliercountyfl.gov/ our-county/visdors/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 252-8369 or email to Geoffrey.Willig®colliereountyfl.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 RICK LOCASTRO, CHAIRMAN CRYSTAL K. 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N.E. � w�NCHESTER LAKES SECTION 15 SECTION 14 SECTION 13 CONSTRUCTION TOWNSHIP 48 SOUTH, RANGE 28 EAST �e c � � P.O.C. TRACT 1 TRACT 1 OIL WELL GRADE RD. SOUTHWEST CORNER OF (J]88 AC*'� (100' R.O.W) SECTION 14 4a' 40' UNITED IEL. EASEMENT OIL WELL RD. (200' R.O.W.) TRACT 1 OR 153J, PGS. a86-ae] - 10 N9DE FPL EASEMENT 33RD AVE. N.E. H.R. 1098, PG 853 �_ P.O.B. a � 6 TRACT2 P.O.C. TRACT2 NORTHEAST CORNER OF cis Las SECTION 23 G 31ST AVE. N.E. G TRACT 2 � (221.42 AC±) � n SECTION 22 SECTION 23 SECTION 24 Z n 29TH AVE. N.E. m G Oy� 2]TH AVE. N.E. L90 8 RANDALL BLVD. $ Lsq - 24TH AVE. N.E. i 22ND AVE. N.E. SECTION 27 P.O.B. SECTION 26 SECTION 26 P.O.C. TRACT 3 TRACT3 TOWNSHIP 48 SOUTH, RANGE 28 EAST WEST QUARTER CORNER OF SECTION 2] TRACT 3 (1,245.15 AC±) POB. c0oa0 rE STIrvc PF T: -I 20TH AVE. N.E. g IRA TRACT , E. 49565J.61 N. ]12916.J2 BRATRACT 2 = E. 49J924.81 N. J12]26.6J SRA TRACT 3 - E. a882JJ.83 N. J0446J.86 18TH AVE. N.E. G, _ 7 `y SECTION 34 � SECTION 35 SECTION 36 /6TH AVE N.E. - - (EXHIBIT A) .12 1, DIMENSIONS ARE IN FEET AND DECIMAND BEARINGS ARE ALS HEREOF FLORIDA STATE PLANE GRID, EAST ZONE, 2. S83/90 AOLUSTMENT. 3. THE LEGAL DESCRIPTIONS FOR EACH PARCEL IN THIS SKETCH AND DESCRIPTION ARE WRITTEN IN A CLOCKWISE DIRECTION. 4. THE LINE AND CURVE NUMBERS PROCEED IN A CLOCKWISE DIRECTION AROUND EACH PARCEL AND ARE IN CONSECUTIVE ORDER. THE FIRST AND LAST LINE AND CURVE NUMBERS FOR EACH PARCEL ARE SHOWN ALONG WITH OCCASIONAL UNE AND CURVE NUMBER DEPICTIONS. FOR MAP CLARITY PURPOSES. 5. P.O.C. = POINT OF COMMENCEMENT. P.O.B. = POINT OF BEGINNING. A'A�4Q'GE W t liq 07i-'�•� EO :•�P qT.•�� Prepared for tfie Benefit of: COLLIER ENTERPRISES MANAGEMENT, INC J O;p F AGNOLI, BARBER & BRUNOAGE. INC * ' NO. 8606 * PROFESSIONAL ENGINEER$ PLANNERS, SURVEYORS & LANDSCAPE ARCHITECTS -n t STATE OF ''q A9F0 SURV EV t111111 NOT A SURVEY AND P IF LEGAL DESCRIPTIONS ATTACHED LL9' z9-zlTRACf z.sRRrcxDascwPs9oNovTeerorNonelccrPRessRRvlseDe3eLEoPTRACTszANDs2.SBCNONS COLLIER ENTERPRISES MANAGEMENT,I l4. 22. 29. 28. 2J. 34 AND19S. TOIINSB� 48 SOIITR. �CR.WGB 28 BAST, C01118R9000NTY. PIARIDA��tlaleNA&RUNDAGE,me14IB.CRD N.E. Lg0 U SECTION 22 SECTION 23 SECTION 24 RANDALL BL VO. $ Lso 7 247H AVE. N.E. � � SECTION 27 SECTION 26 SECTION 25 22ND AVE. N.E. P.O.B. n w � P.O.C. TRACT 3 TRACT 3 '� TOWNSHIP 48 SOUTH, RANGE 28 EAST - WEST QUARTER CORNER TRACT 3 OF SECTION 27 (1,245.15ACx) SCALE: 1' 0' = 100 w � 20TH AVE. N.E. 2 18TH AVE. N.E. � h G6 167H AVE. N.E. 7 O � � z 14TH AVE. N.E. 7 SECTION 34 ua SECTION 35 i n rs SECTION 36 U m `r 12i4 AVE. N.E. f07H AVE. N.E. 31 EN Al E III, 111711-1 117- 007 S \71- 87H AVE. N.E. Iy^ 6iH AVE. N.E. \ G L L 1� G uY w 4TH AVE. N.E. SECTION2 SECTION i \ N TRACT 3 TOWNSHIP 49 SOUTH, RANGE 28 EAST (1,245.15 ACi) SECTION 3 2ND AVE N.E. NOT A SURVEY m ffi \ GOLDEN GATE BLVD. O z z_ n w � 27TH AVE. 2ND AVE. S.E. a SECTION 10 SECTION 11 SECTION 12 LEGAL DESCRIPTIONS ATTACHED r;ls�_21 Revls® SRAcr z. S-Le-zz RBvlseD forCOLLIER ENTERPRISES MANAGEMENT, INC. sBeT De3wcPe�LoixoeTTwccs Io'R'z eBNBIG craRess cx sRA SBCNONS l4. 221E 28 —9.�p �i�4 9D�S�TOIINSB� a�011TR. RANG RWGB 28 BAST, COILIBR COUNTY. 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R.O.W. 80.0' R.O.W. _ I 42.0' 38.0' I 1 0 1$1 i10.0' 1' 5.0' 1, MULTI -USE PATH 6.0' 2.0' 11.0' 8.0' 8.0' 11.0' 2.0' SIW 7.0' r •s 4.0' 4.0' 0 2.0' 12.0' (MIN.) 2,0• Y / T Yy0 TYPE'F' CURB (TYP.) II SANITARYSEWER i 4.0% 2.0% 4.0% 4.0% 4.0% 2.0% 4.0% \ LARGE CANOPY TREES aoo. enxavxvaorecnox REQUIRE ROOT BARRIER i PROTECTION ©FORCE MAIN OR I 1'-0" 1•-4" 1'-0•• WATER MAIN OR FORCE MAIN© WATER MAIN 15.0' 15.0' 5.0' IRRIGATION MAIN I 5.0' MIN. 17'-8" FIRE LANE 17'-8" FIRE LANE MIN. �3e ® SECTION (A) PARALLEL PARKING PROPOSED ON MAIN BLVD. THROUGH TOWN CORE. ALTERNATE MAIN BLVD. CONNECTOR ROAD 80' R.O.W. OPTIONAL ON OTHER 80' R.O.W. LOCATIONS TYPICAL BOTH SIDES. R.O.W. © R.O.W. 80.0' R.O.W. 42.0' 38.0' 1' 10'0' I 5.0. ® I ULTI-USE-PATH 6.0' - 2.0' 23.0' 23.0' 1 I] 2.0' S/W 7.0' PARALLEL * © I © 4.0' PARKING 4(.0' 11.0' MIN. 11.0' MIN.,& PARALLEL PARKING `e BUILDING I OY.O I I © BUILDING (TOWN CORE ONLY) I ♦� (TOWN CORE ONLY) 4.0%I z.o% 4.0% WI 1 I O�O z.o% z.o% 4.0% z.o% I.0% LARGE CANOPY TREES REQUIRE LARGE CANOPY ROOT BARRIER PROTECTION TREES REQUIRE ROOT BARRIER PROTECTION IRRIGATION MAIN SANITARY SEWER 5.0' MIN.T�50' © © SECTION (B) WATER MAIN OR FORCE MAIN© FORCE MAIN OR MAIN BLVD. CONNECTOR 80' R.O.W. TYPE'F' CURB © VALLEY GUTTER & GUTTER OR TYPICAL BOTH 5.0' MIN. 3' WATER MAIN (MAY BE USED AT OTHER 80' R.O.W. LOCATIONS) SIDES (TYPE & MATERIAL MAY VARY) ©LOCATION OF FORCE MAIN 3' SETBACK FROM R.O.W. LINE UTILITY DEVIATION. Yc BIKE LANE SHALL BE S' WIDE WHEN ADJACENT TO PARALLEL PARKING TARPON BLUE CE MANAGEMENT, LLC MIED a ' nis °a GNOLI TOWN OF BIG CYPRESS / "IA .- LOCATION OF FORCE MAIN WITHIN ROADWAY AND X SETBACK ARBER & c. SRA SUBMITTAL PLANS FROM R.O.W. LINE APPROVED AS UTILITY DEVIATION ON RUNDAGE, INC. p EXHIBIT (A) TYP. ROAD R.O.W. CROSS SECTIONS 1: a. A xBw� 01/15/2020 BY PUBLIC UTILITIES Pofessional En®n«rs, Planners 5urveyocs&Land cape A,hiwft .d•,,,,,o, 1233o T s °F * 10.0' TYPE (A) _ L.B.E. R.O.W. 70.0' R.O.W. R.O.W. SRA BOUNDARY 1 4.0' ® 33.0' ® 19.0' © �I 1 1 14.0' ® I ® I RETAINING WALL I 1 2 2' MULTI -USE PATH 4.0' 11.0- 11.0' 6.0' 14.0' MAX. 1 2' (MAY BE REQUIRED ON BOTH SIDES) -42 11 1 B �C/L TRAVEL LANES 1 MATCH EXIST. GRADE BACK I qb� 2oi qo% 20/ 20/ 40 SLOPE OR RETAINING WALL I I 1 MATCH EXIST. GRADE OPTION ON NORTH SIDE TO BE ( _ _ _ _ I DECIDED AT TIME OF D.O. I 3 - - - - - - - _ - - 3;1 SUBMITTAL. ----------------------------------------------I -------- V----------------- - --- --- - - - - 37.0' 33.0. MATCH EXIST. GRADE I GUARDRAIL 1 GUARDRAIL ® SECTION (C) 70' R.O.W. CONNECTOR ROAD (RIVERGRASS / TOW OF BIG CYPRESS) * ADJACENT TO CONSERVATION AREA (CA) R.O.W. R.O.W. 125.0' R.O.W. 33.5' IAwkim a 33.5' * 10.0' 11.5' MULTI-USEW 12.0' ** ** W-l' 7,0' ® 13.0' (10' MIN.) PATH (6' MIN.) 2, 4.0' 12.0' 2, 9.0' 9.0' 2, 12.0' 4.0' 2, 0(75IN S/W(10' MIN.) 1o.0'© I * 10.01© PUBLIC UTILITY (kQ 18.0' MIN.) CURTYPT ; PUBLIC UTILITY CS CURB (TYP.) CORRIDOR CORRIDOR 4.0% 00 440/o 0 2�0% 4.0% 2.0% 4.0 /o 4.0 % 2.0% 4.0% / 1 �`�!'�" r``�i`yi {y��y�\yr�y`r�` y� �` \�i \�r`rr�\��\err � j��� ..:::• i i<��\��\��\ir�� rr rr rr \ \ r\y`�\`ry`�\ \sir \/�� \\ yr\ \ \ \ \i r r ri\`�`i I r �U����r X � \ \ \ ri r r rr`rr�Ni`rNN\ � r� �•:/::::,. �\ �\�i``rNN` ��\� \�i��������� i\\ \\ .•...\:: <.:\ \ ,�� \:\ .: � \/� �i� \�i � `�rfi` `�`T�i``iNi``iNN�`��N��rr�`,yr ��\`.ri, x, r ``ri`r�`` `ri``ir�``ri``irr\``r�`T``rir r�`iir r� `. \ ••r\ � r\ \ \yi�`rr` yy y`i yr� � r\i`i� � i r`%% `r r\ r\rr�yr�` r rr`i `iyr``i `ir i``ir r�`ii��r�rr� r� ✓i` r``riyyi ri`` yi` `rfi`�r�`rr`�`r `r�`� T� r rr �!�� ����/� ri ivi`�rNNNN�i``i`r` • i�'.�;�i�`rii�i`�i�`ri r� '� ri i YNT���Nr�``i� �r\������ir\`i� `i r�� �\`�� \NNNNT`��`'�`iT ��. ���\r``r�\���`i\r`\i� r\r``ii ri�i�\�ii`�`yN�` r�``��r```�`N``r� � `/T`r�%v ' r �r r��✓%�' -�, v v vTv% . T�/`�/N'�r`% ��``r�,li>�`�% ��r�CF��K� ��j�������i `��� FORCE MAIN IRRIGATION MAIN 18'-8" FIRE LANE 78'-8" FIRE LANE WATER MAIN OPTIONAL IRRIGATION MAIN LOCATION 1 13.4'± 5.0' 1a.s'± 17.5' 16.0 SECTION (B) MAIN SPINE ROAD 125' R.O.W. DIVIDED 2 LANE DESIGN *THESE DIMENSIONS MAY VARY TO ENABLE MEANDERING OF PATHS & WALKWAYS AND/OR INCREASE / DECREASE MEDIAN WIDTH ** MAY SUBSTITUTE (2)-11' TRAVEL LANES TO CREATE 4 LANE DIVIDED SECTION. NOLI c. TARPON BLUE OF BIGMANAGEMENT,CYPRESS LLC a a/I ue - TOWN OF BIG CYPRESS T '! _ ARBER & R0P RUNDAGE, INC. SRA SUBMITTAL PLANS '� "'"I" IIIIIIIIIIIIIIIIIIIIIII0Peofeaiunzl exax«n, elao«s, 5�rveyos Laxda.pe A�chir«n ° EEXHIBIT (A) MAIN SPINE ROAD CROSS SECTION r: w. nIA w 12330 I.EIT 7 a vx9wee R.O.W. R.O.W. 50' (MIN.) R.O.W. 5' 5' iPLANTING PLANTING 5.0' (MIN.) AREA 11.0' 11.0' AREA 5.0 (MIN.) WIN TRAVEL LANE TRAVEL LANE WIN2' ' 2.0' 2.0' ' 2' 5.0' (MIN.) 2.1�°� LARGE CANOPY FOR LARGE CANOPY TREES REQUIRE ROOT BARRIER PROTECTION TREES REQUIRE ROOT BARRIER PROTECTION 5.0' (MIN.) 5.0' (MINI) POTABLE WATER OR I 3,0. 5.0' (MIN.) GRAVITY SEWER IRRIGATION MAIN POTABLE WATER OR1 HDPE FORCE MAIN CURB & GUTTER TYPICAL BOTH IRRIGATION MAIN IN SIDES (TYPE &MATERIAL MAY VARY) SRA LOCAL STREET R.O.W. SECTION (RESIDETIAL TRACT R.O.W.) R.O.W. R.O.W. 100.0' R.O.W. x 16.0' * 10.0' *** yrx* 7.0' 6.0' MULTI -USE PATH 11.0' 2.0' 11.0' 8.0' 8.0' 11.0' 2.0' 8.0' SIW 8.0' 4.0' 4.0' 2.0' 12.0' (MIN.) 2.0' a.a% 2.0% 4.0% a.o% a.o% 0 0 a.0% z0% 4.0% 2.0% 2 0%% OPTIONAL IRRIGATION WATER MAIN MAIN LOCATION FORCE MAIN IRRIGATION MAIN 5'MIN. 5.0' 14.0' SRA LOCAL STREET 100' R.O.W. 12.0' 1 1to- (5'MIN.) * THESE DIMENSIONS MAY VARY TO ENABLE MEANDERING OF PATHS & WALKWAYS AND I OR INCREASE I DECREASE MEDIAN WIDTH ©** PROVIDES SPACE FOR IT LEFT TURN LANE AND 4' TRAFFIC SEPARATOR MEDIAN MAY BE OMITTED. *** DIVIDED 2 LANE (22') DESIGN MAY BE UTILIZED IN CERTAIN LOCATIONS SUCH AS GUARD HOUSE AND/OR GATED ENTRY LOCATIONS eCT TARPON BLUE CE MANAGEMENT, LLC LOCATION OF FORCE MAIN WITHIN ROADWAY AND X SETBACK GNOLI TOWN OF BIG CYPRESS ?^a ARBER & c. SRA SUBMITTAL PLANS 4 "IA nis FROM R.O.W. LINE APPROVED AS UTILITY DEVIATION ON HUNDAGE,1xc. a. 01/15/2020 BY PUBLIC UTILITIES Pofessional EnAn« ,Plaonecs 5urveyocs&Land cape Architan EXHIBIT (A) TYP. ROAD R.O.W. CROSS SECTIONS p .d•,,,,,o, 1z33o ' 3 n °F r,9wae 6'� 3-WAY INTERSECTION ROUND -A -BOUT PLAN VIEW �y 32' 4-WAY INTERSECTION ROUND -A -BOUT PLAN VIEW c. SRA SUBMITTAL PLANS &Landacepe Archit n EXHIBIT (A) TYP. ROUND -A -BOUT PLAN VIEWS EXHIBIT B TO THE SRA DOCUMENT 11 1, DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. D BEARINGS ARE BASED ON THE FLORIDA STATE PLANE GRID, EAST ZONE, 83/90 ADJUSTMENT. 3. THE LEGAL DESCRIPTIONS FOR EACH PARCEL IN THIS SKETCH AND DESCRIPTION ARE WRITTEN IN A CLOCKWBE DIRECTOR. 4. THE LINE AND CURVE NUMBERS PROCEED IN A CLOCKWISE DIRECTION AROUND EACH PARCEL AND ARE IN CONSECUTIVE ORDER, THE FIRST AND LAST LINE AND CURVE NUMBERS FOR EACH PARCEL ARE SHOWN ALONG WITH OCCASIONAL LINE AND CURVE NUMBER DEPICTIONS. FOR MAP CLARITY PURPOSES. 5. P.O.C. = POINT OF COMMENCEMENT. P.O.B. = POINT OF BEGINNING. tFICgT �O••�P'C .' Prepared for tde Benefit of: COLLIER ENTERPRISES MANAGEMENT, INC F.• * ' NO. 5606 * PROFESSION AEENGINEERS,AGE IN. PLANNERS, SURVEYORS & LANDSCAPE ARCHITECTS = s STATE OF = c t % �'• T P;' p,: GEORGE W HACKNEY, P.SM. No. 5606 K OPyF,,N. ',flep S ;R El 1 NOT A SURVEY ER P LEGAL DESCRIPTIONS ATTACHED N 47iH AVE. N.E. 2 45TH AVE. N.E. SECTION 10 SECTION 11 SECTION 12 "zn o�y SCALE: 1• = 1000' � 43RD AVE. N.E. � WINCHEsffR LAKES SECTION 15 SECTION 14 SECTION 13 CONSTRUCTION TOWNSHIP 48 SOUTH, RANGE 28 EAST �e c ro \ P.O.C. TRACT 1 TRACT 1 OIL WELL GRADE RD. SOUTHWEST CORNER OF (J]88 AC±) �\ (100' R.O.W) SECTION 14 O g PO--: 40' UNITED IEL. EASEMENT OIL WELL RD. (200' R.O.W) TRACTI O.R. 153J, PGS. a86-ae] - 10 N9DE FPL EASEMENT 33RD AVE. N.E. D.R. 1098, PG 853 �_ P.O.B. TRACT2 P.O. C. TRACT2 NORTHEAST CORNER OF ns Las SECTION 23 G 31ST AVE. N.E. G TRACT 2 � (221.42 AC±) � n SECTION 22 SECTION 23 SECTION 24 Z n 29TH AVE. N.E. m G Oy� u r7 2]TH AVE. N.E. Leo 3' <n 9 = 8 RANDALL BLVD. $ Lsq - 24TH AVE. N.E. 3 e Lz6 o SECTION 27 SECTION 26 SECTION 25 n i 22ND AVE. N.E. P.O.B. P.O.C. TRACT 3 TP.ACT3 TOWNSHIP 48 SOUTH, RANGE 28 EAST WEST QUARTER CORNER OF SECTION 2] TRACT 3 �ONm -T (1,245.15 AC±) SRA TRACT T E. 49565J.61 N. ]12916.J2 20TH AVE N.E. � SRA TRACT 2 = E. 49J924.81 N. JT 2]26.6J �r SRA TRACT 3 - E. a882JJ.83 N. J0446J.86 18ni AVE. N.E. 7 `y SECTION 34 � SECTION 35 SECTION 36 16 TH AVE. N.E. - - mmz�m�mo� mm�m�mo� mmo�m�mo� m��mm�mo� IT 9' za—zl REVISED COLLIER ENTERPRISES MANAGEMENT, INC. aesi9n: TTucr z. S—Le—zz R8V19® sEesnx AN DescwPTloN on Tee TO OF on elc crPRess SEA e3we eu of TRACTS z AND s SBCIIONS l4. 22. E3. 28. 2Y. 34 AND19S. TOIINSBIP 48 SOTITB. �C RWGB 28 BAST$C01116Re000NTY, FLOIUDA �� crown: TRACf 2. cnecked: tlale' ii�LNOLI SOEPT. 8. 2021 vew: sc 1' = 1000' ProKct //: iiiJRUNDAGE,me 4-OOIB.CRD eneef {/: w L90 g _ SECTION 22 U SECTION 23 SECTION 24 RANDALL BLVD. Lsa 7 $ 24h1 AVE. N.E. j t, N I,e � SECTION 27 � SECTION 26 SECTION 25 22ND AVE. N.E. P.O.B. n w � n'1Zn P.O.C. TRACT 3 TRACT 3 - TOWNSHIP 48 SOUTH, RANGE 28 EAST c1m—, WEST UARTER CORNER O OF SECTION 27 TRACT 3 (1,245.15ACx) SCALE: 1' = 1000' w � 20TH AVE. N.E. 2 18TH AVE. N.E. 9� h C 167H AVE. N.E. _ — 7 O � � z /4TH AVE. N.E. 7 SECTION 34 ua SECTION 35 SECTION 36 U m 12TH AVE. N.E. w 5 � 107N AVE. N.E. 31 17 141 I II Io 6. 56 87H AVE. N.E.y^ \ G G 6i AVE. N.E. m N w 4TH AVE. N.E. SECTION2 SECTION 1 \ N TRACT 3 TOWNSHIP 49 SOUTH, RANGE 28 EAST (1,245.15AC3) SECTION 3 2ND AVE N.E. 2,p ffi \ NOT A SURVEY GOLDEN GATE BLVD. 2ND AVE. S.E. O z SECTION 10 SECTION 11 SECTION 12 U�j LEGAL DESCRIPTIONS ATTACHED w � 27TH AVE. N.E. r;ls�_21 Revlsen forCOLLIER ENTERPRISES MANAGEMENT, INC. aesiyn: IRAcr z. S-Le-zz RevlseD s� De3wcPe�LoixoeNTwces 1R'z e'NBIG cre � x AN Ness a SBCIIONS 14. 22. E3. 28. 21. 34 AND L9S. 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V). V). V). V). V). O O m 1l M M 01 O O N Rt 00 ItT Lr) 0) M zT Lf1 1l IZT r-I fV 0) 0) M N N N lO Ln ri 00 Lli :t n rn Ln N rl N N r O O O O O O O O O O O O O O O O O O LIl 00 O l0 r1 O ON 1l rl M � N IZT r-I l0 l0 Ln Ln T Ln N N M r-I O O O O O O O O O O O O O O M m m r1 N 00 O r1 r1 r1 Lrl Lrl O O N N N N N N O O r-I i/) 1/} V). t/} t/} O m m t0 t0 O 00 O 00 Ol O O O r1 O Ol Ol O O O Lr1 Ol 01 Lr1 Lr1 O zT O M O O Ln N N N r-I r-I 1.0 6L Z +� O N O O LL G N � !1'I v N LL LL L.LL Il LL s s s s o V)v LnLnLnV)= y O O O O O L 41 J 0 0 0 0 E O 0 o 0 0 0— a+ o 0 0 00 O � � Gl a o E n a Q U m LL = j.r r1 r1 ri V m V1 N ram+ aL L y C 0 0 o o U 7 N � H 0o041Q m m¢ m c o O ywt L1 N N rl _ UZN Ln N 7-4 N N Ln in 'a L U c�'a ��,, 0 0 0 O O 0 O 41� O � u u ate+ oWC 2 V H>> H V) V) V) V)i VLL � H H Z=�= O O (7 C7 H O E v m v .Q Ln TOWN OF BIG CYPRESS SRA, RIVERGRASS VILLAGE SRA, AND BELLMAR VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 8: FY 2021 Collier County General Funds and MSTU Revenue Budget Summaries Inter- Fed Payment GENERAL FUND GROUPING Ad Valorem Licenses & Governmental State Revenue State Sales in Lieu of Charges for Fines & Miscellaneous Interest/ Indirect REVENUES AND SOURCES Taxes Permits Revenues Sharing Tax Taxes Services Forfeitures Revenues Miscellaneous Service Charge Carry Forward 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 $ 8,429,800 $ 87,314,100 002 Impact Fee Deferral Program 43,000 003 Emergency Relief 2,300 233,100 007 Economic Development 500,000 165,000 22,000 2,365,400 011 Clerk of Circuit Court 3,264,600 43,000 100 72,000 040 Sheriff 060 Property Appraiser 070 Tax Collector 25,378,200 5,284,800 080 Supervisor of Elections Total General Fund Grouping Revenues $ 352,373,100 $ 381,300 $ 951,000 $ 9,500,000 $ 38,000,000 $ 1,250,000 $ 43,380,300 $ 460,300 $ 1,644,800 $ 7,611,100 $ 8,429,800 $ 89,955,600 Inter- Fed Payment UNINCORPORATED GENERAL FUND REVENUES Ad Valorem Licenses & Governmental State Revenue State Sales in Lieu of Charges for Fines & Miscellaneous Interest/ Indirect AND SOURCES Taxes Permits Revenues Sharing Tax Taxes Services Forfeitures Revenues Miscellaneous Service Charge Carry Forward 111 Unincorporated Area General Fund $ 50,068,100 $ 464,300 $ 2,871,700 $ 212,000 $ 255,100 $ 400,000 $ 6,826,100 Transfers from Transfers from Reimburse from GENERAL FUND GROUPING Communication Special General Fund Constitutional Other REVENUES AND SOURCES Carry Forward Services Tax Assessments (001) Officers Other Transfers Advance/Repay Departments Total Less Restricted Total 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 43,000 003 Emergency Relief 233,100 235,400 (200) 235,200 007 Economic Development 2,365,400 3,052,400 (34,400) 3,018,000 011 Clerk of Circuit Court 8,565,900 11,945,600 (169,000) 11,776,600 040 Sheriff 206,622,700 206,622,700 206,622,700 060 Property Appraiser 7,817,900 946,000 8,763,900 8,763,900 070 Tax Collector 30,663,000 30,663,000 080 Supervisor of Elections 4,168,500 4,168,500 4,168,500 Total General Fund Grouping Revenues $ 89,955,600 $ - $ - $ 227,175,000 $ 2,600,000 $ 3,335,000 $ 190,100 $ 1,034,700 $ 788,272,100 $ (20,958,800) $ 767,313,300 Transfers from Transfers from Reimburse from UNINCORPORATED GENERAL FUND REVENUES Communication Special General Fund Constitutional Advance/ Other AND SOURCES Carry Forward Services Tax Assessments (001) Officers Other Transfers Repay Departments Total Less Restricted Total 111 Unincorporated Area General Fund $ 6,826,100 $ 4,000,000 $ 20,000 $ 958,200 $ 200,000 $ 536,800 $ 142,100 $ 28,200 $ 66,982,600 $ (2,916,000) $ 64,066,600 Fund # General Fund Description Total Budget 001 General Fund $ 502,022,400 002 Utility Impact Fee Deferral Program 43,000 003 Emergency Disaster 235,200 007 Economic Development 3,018,000 011 Clerk of Circuit Court 11,776,600 040 Sheriff 206,622,700 060 Property Appraiser 8,763,900 070 Tax Collector 30,663,000 080 Supervisor of Elections 4,168,500 Total General Fund Groupings $ 767,313,300 Source: Collier County, DPFG, 2022 46 H Z w 5 Ln Ln w N Ln a U_ O z O U III -a r• LO r- 00 00 LO r• O M Ol 0) O c LO to Ln V r, rn oo m r, 0) Ln lD a a Q o ri Q ri Ln Q Ln o ri rn �t a m Q Q ri ri c Z N `� `� Q Ep Z Z^ Z Z Z Z N p+n tr� ���4j� V'� t/'� AA- AA- -D w w Ln Ln w rn w Lo w 0 0 N N r, r, N W N N N N N a v v rn m v Ln v v v o 0 E\ N N r- r-N r• N N N N N 00 Z r, r, O1 O1 r, r• r, r• r, Ln Ln Q Ln Ln m m Ln V Ln Ln Ln LO w 2 — 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •, ., o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 73 ri ci r ri ri ri r ri ri ri ri ri ri r ri ri r r a) CO a m en m m m m Ln M co cun o w 0 o 0 0 0 0 0 ' — E a a LL LL a a a a o� v g o o o o 0 LL 0 0 0 0 LL 0 a 0 p LL LL LL LL LL LL LL LL Lu p D_ p p d LU Lu Q Q w X wQ X 0C 0C X_ X_ U w LL w a-LL w a-CL w L.L w LL w LL w LL w LL w LL LL LL w LL LLI LL 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0 co a a a aaaaaOCLaa o020_S o02ai U D_ D_ D_ D_ D_ a D_ D_ D_ D_ D_ v O c v (U C � C7 O V) bn Z i Q) v d O U a t v (UO O � a Ln V) " — L O Vr W a) 3 f6 f0 O O C z z C O j o v Ln +' O N LL W v t10 j 7 LU a) a0+ L O l7 J OC O O O t n LL Q aj N N N > C +' -✓3 O w+� u v v ru U o O c Z C C U 7 W M L C x a) Y U U LL O I— a) O O Ln w O to O L u d L CLn v co >> v U-c\ Ln L L — a) (7 to N 0o Ln u L7 O a) U Ltio a) Ln fn v a)�+ ++ v C E fa u -O U a'' aca+ +c0+ L C c� +O+ 'O a) O 3 Q J C N V) U iz C F- 0= F- N 0 0 0 0 0 0 0 0 +1 o 0 0 0 0 0 0 0 .-i 00 r-I 00 O lD 00 N -1 c-I i t i t Ln '� Ql ci ci m N Q m O I, 1-1 m w r-I Ln 'O lD m Ln -�t �t lO 00 O L 0 0 6 Ln 6 6 6 lD O a) m 00 0 E O i/? a) 0 tn- tn- a) m > to N N fn fn In In Q m m M m m m m Lu 0 0 0 0 0 0 0 E a a a i .6 06 co 0 0 0 D_ D_ a a 0 v O O O O O O O Y Y Y 2 CC G< GC Q Q Q Q Z v O E LL + L Q W f6 ru O_ w Z ~ a w n V) a) p W> O O u L tD a) � a) Ln F- v 4� U Q) Ln O u p O F v Ln a) 7 tn ++ L E a-L L 0 C U a)co 0 U- \ C L fa CLOA a) u E -6 U O a Q � u iz u = 00 ItT TOWN OF BIG CYPRESS SRA, RIVERGRASS VILLAGE SRA, AND BELLMAR VILLAGE SRA ECONOMIC ASSESSMENT Appendix Table 13: FY 2021 Collier County General Funds and MSTU Expenditure Budget Summaries Transfers to Transfers to Restricted for GENERAL FUND GROUPING Personal Operating Grants and Advance/ Indirect Cost Constitutional General Fund Other Unfunded EXPENDITURES/EXPENSES Services Services Capital Outlay Aid Remittances Repay Reimbursement Officers (001) Transfers Reserves Requests 001 General Fund $ 38,395,500 $ 39,950,200 $ 137,800 $ 4,551,000 $ 7,578,600 $ 4,753,000 $ 249,143,000 $100,714,400 $ 56,798,900 002 Impact Fee Deferral Program 43,000 003 Emergency Relief 100,000 135,200 007 Economic Development 112,200 846,800 8,000 126,200 85,000 1,839,800 011 Clerk of Circuit Court 8,949,200 2,320,600 506,800 040 Sheriff 167,666,900 32,528,700 6,427,100 060 Property Appraiser 6,810,200 1,918,700 35,000 070 Tax Collector 12,676,500 2,804,300 8,832,400 080 Supervisor of Elections 2,502,600 1,650,900 15,000 Total General Fund Grouping Expenditures $ 237,113,100 $ 82,120,200 $ 15,954,100 $ 4,551,000 $ 7,578,600 $ 4,753,000 $ 8,000 $ 249,143,000 $ 169,200 $100,714,400 $ 57,019,100 $ 1,839,800 Transfers to Transfers to Restricted for UNINCORPORATED GENERAL FUND Personal Operating Grants and Advance/ Indirect Cost Constitutional General Fund Other Unfunded EXPENDITURES/EXPENSES Services Services Capital Outlay Aid Remittances Repay Reimbursement Officers (001) Transfers Reserves Requests 111 Unincorporated Area General Fund $ 18,626,700 $ 11,065,900 $ 89,700 $ 500,000 $ 2,060,600 $ 1,560,600 $ 415,000 $ 27,052,600 $ 2,695,500 Personal Services Operating Services Distribution of Capital Outlay GENERAL FUND GROUPING Excess Fees to Grants and Aid EXPENDITURES/EXPENSES Govt Agencies Total Remittances 001 General Fund $ 502,022,400 $ 90,613,100 002 Impact Fee Deferral Program 43,000 - 003 Emergency Relief 235,200 100,000 007 Economic Development 3,018,000 967,000 011 Clerk of Circuit Court 11,776,600 11,776,600 040 Sheriff 206,622,700 206,622,700 060 Property Appraiser 8,763,900 8,763,900 070 Tax Collector 6,349,800 30,663,000 24,313,200 080 Supervisor of Elections 4,168,500 4,168,500 Total General Fund Grouping Expenditures $ 6,349,800 $ 767,313,300 $ 347,325,000 Personal Services Operating Services Capital Outlay Grants and Aid Distribution of Remittances UNINCORPORATED GENERAL FUND Excess Fees to Indirect Cost EXPENDITURES/EXPENSES Govt Agencies Total Reimbursement 111 Unincorporated Area General Fund $ 64,066,600 $ 32,342,900 Source: Collier County, DPFG, 2022 49 O O O O O O O O O O O O O O O O O O zT O N O l.0 1l Ql O Lfl rl m Lr� 00 l0 N m ry 00 N -�t m r-I Il N LO LO LO O N O Il LO Il LO -1 N m r- lO 00 O ::1 O .-I O m V) N Iti r-I N m n r-I 0 0 0 0 O O O O ri � l0 I� 00 O O O O O O O O O 00 00 O O O O O 00 m n O O Lr1 O r- O ri 00 (V LPI N N m m m m LO LO O O^ ZT Ln 00 m rl - Q i 7 i 7 LL N OL LL V)LL N u O V) U1 j > LL N Q f00 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a?? a Q o10101Ol01ol0ly O O O O O o O m O O m m m m m H H v -o N E E j j j j j j j a a s a a a= E ly N N � O � N O LL L LL LL v 6 Vf VI Vf to 0 VI In C a o E O O O oU G r 0 O J O N C 00 V ON O U O_ O O Q u T c-I a -I e-I a -I " N N — 0 C C 0 00 0 G _ O O = LL E O 00 O O C m U '6 O Q m LL V1 N N a -I m N N L U 3 16 (O 00 N 16 (O U U OJ l!1 U C 3 in o H>> in m m m O O 0 vLLi l° TOWN OF BIG CYPRESS AND VILLAGE SRAS ECONOMIC ASSESSMENT Appendix Table 21: Town of Big Cypress and Village SRAs Impact Fee Revenues for Applicable Services Demand Demand Regional Community Law Land Use Units Unit Roads Parks Parks Enforcement Jail EMS Schools Water Wastewater Market Rate Apartments 250 Unit $ 6,950.00 $ 1,230.24 $ 455.20 $ 296.56 $ 228.91 $ 67.50 $ 2,844.19 $ 3,382.00 $ 3,314.00 Stacked Flat/Condo 290 Unit $ 6,950.00 $ 1,230.24 $ 455.20 $ 296.56 $ 228.91 $ 67.50 $ 2,844.19 $ 3,382.00 $ 3,314.00 Townhome 633 Unit $ 6,950.00 $ 1,230.24 $ 455.20 $ 296.56 $ 228.91 $ 67.50 $ 2,844.19 $ 3,382.00 $ 3,314.00 Villas A 1,547 Unit $ 6,950.00 $ 1,230.24 $ 455.20 $ 296.56 $ 228.91 $ 67.50 $ 2,844.19 $ 3,382.00 $ 3,314.00 Villas B 153 Unit $ 6,950.00 $ 1,230.24 $ 455.20 $ 296.56 $ 228.91 $ 67.50 $ 2,844.19 $ 3,382.00 $ 3,314.00 Single -Family Detached <4,000 Sq. Ft. 5,927 Unit $ 8,090.00 $ 2,694.32 $ 933.83 $ 586.95 $ 499.19 $ 142.07 $ 8,789.54 $ 3,382.00 $ 3,314.00 Retail 50,001 - 100,000 Sq Ft 245,000 Sq Ft $ 13.77400 N/A N/A $ 0.76499 $ 0.67846 $ 0.19230 N/A TBD TBD Retail 200,001-400,000 Sq Ft 209,989 Sq Ft $ 13.77400 N/A N/A $ 0.73064 $ 0.64536 $ 0.18367 N/A TBD TBD Retail 200,001-400,000 Sq Ft 239,999 Sq Ft $ 13.77400 N/A N/A $ 0.73064 $ 0.64536 $ 0.18367 N/A TBD TBD Office 100,001 - 200,000 Sq Ft 105,006 Sq Ft $ 8.60500 N/A N/A $ 0.31536 $ 0.27856 $ 0.07927 N/A TBD TBD Office Medical > 10,000 Sq Ft 105,006 Sq Ft $ 31.44400 N/A N/A $ 0.51832 $ 0.45783 $ 0.13029 N/A TBD TBD General Industrial Light 650,000 Sq Ft $ 4.58400 N/A N/A $ 0.21545 $ 0.19030 $ 0.05416 N/A TBD TBD Golf Course - Bundled (Holes) 18 Hole $ 3,318.94 N/A N/A $ 101.13 $ 89.33 $ 25.42 N/A TBD TBD Water Wastewater Demand Demand Regional Community Law Residential Residential Land Use Units Unit Roads Parks Parks Enforcement Jail EMS Schools Only Only Market Rate Apartments 250 Unit $ 1,738,000 $ 308,000 $ 114,000 $ 74,000 $ 57,000 $ 17,000 $ 711,000 $ 846,000 $ 829,000 Stacked Flat/Condo 290 Unit $ 2,016,000 $ 357,000 $ 132,000 $ 86,000 $ 66,000 $ 20,000 $ 825,000 $ 981,000 $ 961,000 Townhome 633 Unit $ 4,399,000 $ 779,000 $ 288,000 $ 188,000 $ 145,000 $ 43,000 $ 1,800,000 $ 2,141,000 $ 2,098,000 Villas A 1,547 Unit $ 10,752,000 $ 1,903,000 $ 704,000 $ 459,000 $ 354,000 $ 104,000 $ 4,400,000 $ 5,232,000 $ 5,127,000 Villas B 153 Unit $ 1,063,000 $ 188,000 $ 70,000 $ 45,000 $ 35,000 $ 10,000 $ 435,000 $ 517,000 $ 507,000 Single -Family Detached <4,000 Sq. Ft. 5,927 Unit $ 47,949,000 $ 15,969,000 $ 5,535,000 $ 3,479,000 $ 2,959,000 $ 842,000 $ 52,096,000 $ 20,045,000 $ 19,642,000 Retail 50,001 - 100,000 Sq Ft 245,000 Sq Ft $ 3,375,000 $ 187,000 $ 166,000 $ 47,000 Retail 200,001 - 400,000 Sq Ft 209,989 Sq Ft $ 2,892,000 $ 153,000 $ 136,000 $ 39,000 Retail 200,001 - 400,000 Sq Ft 239,999 Sq Ft $ 3,306,000 $ 175,000 $ 155,000 $ 44,000 Office 100,001 - 200,000 Sq Ft 105,006 Sq Ft $ 904,000 $ 33,000 $ 29,000 $ 8,000 Office Medical > 10,000 Sq Ft 105,006 Sq Ft $ 3,302,000 $ 54,000 $ 48,000 $ 14,000 General Industrial Light 650,000 Sq Ft $ 2,980,000 $ 140,000 $ 124,000 $ 35,000 Golf Course - Bundled (Holes) 18 Hole $ 60,000 $ 2,000 $ 2,000 $ - Total $ 84,736,000 $ 19,504,000 $ 6,843,000 $ 5,075,000 $ 4,276,000 $ 1,223,000 $ 60,267,000 $ 29,762,000 $ 29,164,000 Source: Collier County, DPFG, 2022 57 W Q -0 a a u O W Q LL T Q c�E Ca LL G � Ln O � N t3 � C H m a T OC cE to 2 z LL U- O a Q 30 cn W z m W r-I cli O O O H z W O H N z cW C O d' z W W L~I. 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N N s 00 ° bA ° m N O O Q1 co C ro N —_ *—' a N O N N ° Q Q o U p O c O Q Q ? ++ t N N N U a) O a1 U E ° +� N v) + +J "1 3 v a1 V) 41 cn v _ N +, v_ O Q B p p > w -0 O a1 a) m ° Cz p r T X p > +� V ro cn cn "O ,4; .+U-' •�•� C 'O — cv �` M ` }, Q a1 ^ L a1 N ,��+ co +"' o0 ,a coo '6 = V *' ° L N to L Q 4- ,++ r..: E ill .r.y •r L a1 r +� a� ❑ a1 a1 N a) N I I N O N a1 '- c -Q a1 r i C N a1 p c a1 vN .� U p O a1 v E v Cl > O s L p L i O a1 � CDL O= L 0 7 v a) Q- co L U uo a I— Q N CO CL U C7 +J +, N <7 Q s-- 0- H v as m 821Y 1000 SF 694.988 1 1 2 Total 65,669 2616 2833 5449 1521 932 2453 Shopping Plaza 40K-150K - Supermarket Yes Internal 34.8 706 1191 1897 10.4 143 112 255 Retail External 1910 1642 3552 1378 820 2198 Pass -By 6.2 118 101 219 6.2 85 51 136 Net New 17921 1541 3333 1 1293 1 769 1 2062 Single -Family Detached Housing 210 Dwelling Units 5,927 2 2 2 43,144 2904 1706 4610 795 2263 3058 Single -Family Attached Housing 215 Dwelling Units 1,700 2 2 2 12,904 579 437 1016 272 606 878 Multifamily Housing Low -Rise Not Close to Rail Transit 220 Dwelling Units 1,173 2 2 2 7,594 331 194 525 93 293 386 8,800 Total 63,642 3814 2337 6151 1160 3162 4322 Residential Total Internal 27.2 1141 532 1673 3.2 34 106 140 External 1 2673 18051 4478 1 1126 3056 4182 General Office Building 710 1000 SF 105.006 2 2 2 1,211 29 144 173 154 21 175 Medical/Dental Office Building -Stand -Alone 720 1000 SF 105.006 2 2 2 4,404 127 297 424 199 53 252 Office Park 750 1000 SF 138.500 2 2 2 1,787 27 168 195 288 36 324 Business Park 770 1000 SF 650.000 2 1 2 1 2 1 7,619 1 197 1 560 757 1 676 119 795 998.512 Total 15,021 380 1169 1549 1317 229 1546 Officelindustrial Total Internal 37.1 225 349 574 15.1 137 96 233 External 155 820 975 1180 133 1313 Total 144,332 6810 6339 13149 3998 4323 8321 Internal 4,772 31.5 2072 2072 4144 7.5 314 314 628 Total External 139,560 4738 4267 9005 3684 4009 7693 Pass -By 355 2.4 118 101 219 1.8 85 51 136 Net New 139.205 4620 4166 8786 3599 3958 7557 Trip Generation Rates from ITE Trip Generation Manual 11th Ed. Internal Capture Rate from FSUTMS Pass -by Capture volume based on lesser of: A) Rate per ITE Trip Generation Handbook 3rd Ed.; or B) County maximum allowable rate Daily Internal and Pass -by Capture volumes are the sum of the AM and PM results. Civic Uses are represented by Office Park. Industrial uses are represented by Business Park. m Cr 0 N I N 0 .A N 'a. 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ion Project Traffic as Percentage of Service Volume 17.0 Golden Gate Boulevard Collier Boulevard Wilson Boulevard 6.4 293 265 4D D 2300 3 12.7 19.0 Golden Gate Parkway Goodlette-Frank Road Airport Road 3.3 152 138 6D E 3550 3 4.3 20.1 Golden Gate Parkway Airport Road Livingston Road 5.4 247 223 6D E 3550 3 7.0 20.2 Golden Gate Parkway Livingston Road 1-75 6.7 310 279 6D E 3550 3 8.7 31.1 Collier Boulevard Golden Gate Boulevard Pine Ridge Road 4.9 224 202 6D E 3000 3 7.5 31.2 Collier Boulevard Pine Ridge Road Green Boulevard 2.9 134 121 6D E 3000 3 4.5 32.1 Collier Boulevard Green Boulevard Golden Gate Pwky 2.5 116 104 6D E 3500 3 3.3 33.0 Collier Boulevard 1-75 Davis Boulevard 5.4 249 225 8D E 3600 3 6.9 34.0 Collier Boulevard Davis Boulevard Rattlesnake Hammock Road 2.7 122 111 6D E 3000 3 4.1 43.1 Immokalee Road 1-75 Logan Boulevard 2.7 125 112 6D/8D E 3500 3 3.6 43.2 Immokalee Road Logan Boulevard Collier Boulevard 3.5 159 144 6D E 3200 3 5.0 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 5.3 245 221 6D E 3300 3 7.4 45.0 Immokalee Road Wilson Boulevard Randall Boulevard 7.1 328 296 6D E 3300 3 9.9 46.0 Immokalee Road Camp Keais Road SR 29 3.8 156 173 2U D 900 3 19.2 58.0 N. 1st Street New Market Road SR-29 (Main Street) 0.8 33 37 2U D 900 3 4.1 59.0 New Market Road Broward Street SR 29 1.9 77 86 2U D 900 3 9.6 61.0 Camp Keais Pope John Paul II Boulevard Immokalee Road 4.4 183 1 204 2U D 1000 1 3 1 20.4 Notes: 1) Figure 4 and Exhibit A 2) Percentage times PM peak hour net new external directional project traffic totals Table 1 3) Based on 2022 AUIR data and approved future roadway improvements 4) Collier County TIS Guidelines 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 Direction Service Volume (3) Signif- icance Thres- hold (%) (4) Peak Direct - ion Project Traffic as Percentage of Service Volume 61.0 Camp Keais Oil Well Road Pope John Paul II Boulevard 4.4 183 204 2U D 1000 3 20.4 85.0 SR 29 9th Street CR 29A North 1.0 40 43 2U D 900 3 4.8 111.2 Vanderbilt Beach Road Livingston Road Logan Blvd. 2.5 113 102 6D E 3000 3 3.8 112.0 Vanderbilt Beach Road Logan Boulevard Collier Boulevard 3.0 139 125 6D E 3000 3 4.6 119.0 Oil Well Road Immokalee Road Everglades Boulevard 3.8 173 156 4D D 2200 2 7.9 120.0 Oil Well Road Everglades Boulevard Desoto Boulevard 19.3 892 804 6D E 3800 2 23.5 121.1 Oil Well Road DeSoto Boulevard Oil Well Grade 20.8 864 959 6D E 3800 2 25.2 121.2 Oil Well Road Oil Well Grade Ave Maria Blvd 20.1 837 929 4D D 2000 2 46.5 122.0 Oil Well Road Ave Maria Blvd Camp Keais Road 5.4 225 249 2U D 800 3 31.1 122.0 Oil Well Road Camp Keais Road SR 29 1.0 42 46 2U D 800 3 5.8 123.0 Golden Gate Boulevard Wilson Boulevard 18th Street NE/SE 8.0 370 333 4D D 2300 3 16.1 123.1 Golden Gate Boulevard 18th Street NE/SE Everglades Boulevard 10.1 467 420 4D D 2300 3 20.3 124.0 Golden Gate Boulevard Everglades Boulevard DeSoto Boulevard 12.8 591 534 2U D 1010 2 58.5 132.0 Randall Boulevard Immokalee Road 8th Street NE 8.4 388 350 4D D 2000 3 19.4 132.0 Randall Boulevard 8th Street NE Everglades Blvd. 10.5 485 438 6D E 3100 3 15.6 133.0 Randall Boulevard Everglades Boulevard DeSoto Boulevard 8.5 390 352 2U D 900 3 43.3 134.0 Everglades Boulevard 1-75 Golden Gate Boulevard 11.6 536 483 4D D 1800 3 29.8 Notes: 1) Figure 4 and Exhibit A 2) Percentage times PM peak hour net new external directional project traffic totals Table 1 3) Based on 2022 AUIR data and approved future roadway improvements 4) Collier County TIS Guidelines 0 O n n 0 0 0 c 0 AUIRID # 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 Direction Service Volume (3) Signif- icance Thres- hold (%) (4) Peak Direct - ion Project Traffic as Percentage of Service Volume 135.0 Everglades Boulevard Golden Gate Boulevard Vanderbilt Beach Road Ext. 13.2 610 550 4D D 1800 2 33.9 135.0 Everglades Boulevard Vanderbilt Beach Road Ext. 18th Ave NE 14.9 621 688 4D D 1800 2 38.2 135.0 Everglades Boulevard 18th Ave NE Randall Boulevard 8.9 369 409 4D D 1800 2 22.7 135.0 Everglades Boulevard Randall Boulevard Oil Well Road 11.8 490 542 4D D 1800 2 30.1 136.0 Everglades Boulevard Oil Well Road Immokalee Road 2.2 92 101 2U D 800 2 12.6 137.0 Desoto Boulevard 1-75 6th Ave SE 1.7 79 70 2U D 800 2 9.9 137.0 DeSoto Boulevard 6th Ave SE Golden Gate Boulevard 1.4 58 65 2U D 800 2 8.1 138.0 DeSoto Boulevard Golden Gate Boulevard 18th Ave NE 4.4 181 201 2U D 800 2 25.1 138.0 DeSoto Boulevard 18th Ave NE Randall Boulevard 16.0 667 739 2U D 800 2 92.4 138.0 DeSoto Boulevard Randall Boulevard Oil Well Road 2.6 108 120 2U D 800 2 15.0 Vanderbilt Beach Road Ext. Collier Boulevard Curry Canal bend (NW 7th/9th) 3.1 141 127 6D E 3000 3 4.7 Vanderbilt Beach Road Ext. Curry Canal bend (NW 7th/9th) Wilson Boulevard 3.2 148 133 4D D 2000 3 7.4 Vanderbilt Beach Road Ext. Wilson Boulevard Everglades Boulevard 3.3 150 136 2U D 1000 3 15.0 1-75 Everglades Boulevard CR 951 12.3 568 513 4F D 3890 3 14.6 1-75 CR 951 Golden Gate Parkway 7.6 317 351 6F D 5780 3 6.1 18th Avenue NE Everglades Boulevard Desoto Boulevard 8.0 370 333 2U D 1000 2 37.0 6th Avenue SE Everglades Boulevard Desoto Boulevard 8.6 1 397 359 2U D 1000 2 39.7 Notes: 1) Figure 4 and Exhibit A 2) Percentage times PM peak hour net new external directional project traffic totals Table 1 3) Based on 2022 AUIR data and approved future roadway improvements 4) Collier County TIS Guidelines U Q a) sr Q U ?� oA -�U- c t U >� o � Y -O + Q m Q C Q >- .L �; Q co +� s c s Q s y: co � N � .F Lr) t 'D O o 4- tw U Q v Q Q ,,,Q 3 -Q C .+-• Q O +�+-' Q a1 o X Q O �o i Q Q •C o •i Q r n L > U � N CO +� Q a Q U Q U i 6 s 'Q m t0 cn a) a) '6 Q p- C Q -Q t C Q Q s U C O O ° QC bA = U N s Q ++ Q Q -Q C ca l�0 Q Q i U + C V7 N C ..6 U O p > O o s O a O c Q c Q O O U to _ Y Q C in co vi n n tw C Q +- U Q= + s s U+ cO co Q p `° O '� s Q U> cn > , t C 6 to y Q Q> Q E L Q C ;, 'Q O co o O p >> Q �� O 4- p+ cu 4-O O C '� — Q Q N O E Q N '� p U O E -- m p O o p >_ O 3 co + C +� (O � tw Q � i.. cn Q � ++ i L v +� i ++ Q tw Q > co 6 s n Q O N o Q to cn Q o Q O Q Q Q- to to E p Q Q +, +> p t Q O +� t �' M to s 1-- O i- n '6 > w+ U n Q Q T t+ U i n t n a)v = o ? 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ON i Q y L N ° Ln > c-I '� a) UA CL U M 4- a1 Q to O a) C O c ao o L� o o tin Q y N L p O C `° U `y° v U U a) � '7— O c6 cOi� `n >O a) :'= i E U, '� U 'O co .L -Q O m = O M cu ti a) O m UA '(j � O x Q)O a) "O +� a) F- c a Q) a a cO w a) o ° a NN -o W y= m E C � i �° s Q Q) p d ra rn = a' aJ vp— c>o a) `° Y c M Q CL a) a) v7 .0 N a) d M to t O s > C c '� Sl of ) Q. N +-+ aJ +� `�' a) U O -0 U ++ -a a) v� i— _ N a) �+- Q N ,� N N cUo a) `� ° +-+ C O >OM O i UD a) N aL1 +J ++ Q N �S+ C O a) p N +� Q) C a) v> CU CU 0 a) a) 'D -O a) 'C_ O aJ Y _° .� 0 nz 3 s O> a 3 in -° -a Un y >, Y o o .� N .�, n3 L a� Q M o c as ° = cO v E m o ° f6 t° � a) _—a'u t— y a) 1- C "O C a) o z (D ON CU If0 .0 E �0 °) t N E a -- • OE � a� �u , O O C >C-0i vN tO a)O C +-n N O .N .Q �° `b^N� —C>- C -C t CD NQ A tQ+C+ ScccnCD O O p (U ' J CD N Q L(O N +, 4U -a a) a�;N C ) C O E) O-0 m "G O Y 41. 3 0 ° U O QCpp vC .7 > O bn p> on Laorq >- L +, U OE a)Q a cu v EE E >• ° °p v L j o° p > OC:) S X E m m 0 Q m m ap M R vnv m E N O M Y � t-- ❑ Lu 3 F rD cr F 0 n 0 c rt OQ no 0 c .r 0 N AUIR ID , # Roadway Link From To Existing Year Peak Hour Peak Direction Volume (1) Peak Direct- ion (1) FSUTMS 2015 AADT (100s) (2) FSUTMS 2045 AADT (100s) (2) Annual Growth Rate (Percent Compound- ed) (3) Growth Factor to Analysis Year (4) 2042 Peak Hour Peak Direction Background Traffic Volume (5) 17.0 Golden Gate Boulevard Collier Boulevard Wilson Boulevard 1960 E 249.0 261.5 0.2% 1.033 2025 19.0 Golden Gate Parkway Goodlette-Frank Road Airport Road 2770 E 480.0 607.5 0.8% 1.170 3241 20.1 Golden Gate Parkway Airport Road Livingston Road 3140 E 448.5 822.5 2.0% 1.498 4704 20.2 Golden Gate Parkway Livingston Road 1-75 3340 E 429.5 639.5 1.3% 1.304 4355 31.1 Collier Boulevard Golden Gate Boulevard Pine Ridge Road 2590 N 350.5 519.5 1.3% 1.300 3367 31.2 Collier Boulevard Pine Ridge Road Green Boulevard 2590 N 288.5 446.0 1.5% 1.337 3463 32.1 Collier Boulevard Green Boulevard Golden Gate Pwky 1410 N 290.5 447.0 1.4% 1.333 1879 33.0 Collier Boulevard 1-75 Davis Boulevard 3170 N 485.0 836.0 1.8% 1.438 4557 34.0 Collier Boulevard Davis Boulevard Rattlesnake Hammock Road 2270 N 320.0 530.0 1.7% 1.400 3178 43.1 Immokalee Road 1-75 Logan Boulevard 2480 E 574.0 671.5 0.5% 1.110 2753 43.2 Immokalee Road Logan Boulevard Collier Boulevard 2640 E 396.5 510.0 0.8% 1.183 3122 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 2540 E 404.5 485.5 0.6% 1.129 2869 45.0 Immokalee Road Wilson Boulevard Randall Boulevard 2020 E 367.0 508.0 1.1% 1.242 2509 46.0 Immokalee Road Camp Keais Road SR 29 510 E 114.5 234.0 2.4% 1.610 821 58.0 N. 1st Street New Market Road SR-29 (Main Street) 680 N 43.5 104.5 3.0% 1.794 1220 59.0 New Market Road Broward Street SR 29 670 E 70.0 86.0 0.7% 1.147 769 61.0 Camp Keais Pope John Paul If Boulevard Ilmmokalee Road 300 5 j 62.0 j 160.0 1 3.2% 1.881 564 Notes: 1) 2022 AUIR 2) Appendix Land Exhibit A 3) Growth Rate R = (2045 FSUTMS Vol/2015 FSUTMS Vol)A(1/30)-1 4) Growth Factor= (1+R)A20 = (2045 Vol/2015 Vol)A(20/30) 5) 2022 AU IR Vol x (1+R)A20 or (2045 FSUTMS AADT x K=.09 x D=.56) / (1+R)A3 m a- 0 0 n 0 0 N c as 0 i= 0 0 N AUIR ID # Roadway Link From To Existing Year Peak Hour Peak Direction Volume (1) Peak Direct- ion(l) FSUTMS 2015 AADT (100s) (2) FSUTMS 2045 AADT (100s) (2) Annual Growth Rate (Percent Compound- ed) (3) Growth Factor to Analysis Year (4) 2042 Peak Hour Peak Direction Background Traffic Volume (5) 61.0 Camp Keais Oil Well Road Pope John Paul II Boulevard 300 S 10.0 50.0 5.5% 2.924 877 85.0 SR 29 9th Street CR 29A North 660 S 106.0 128.5 0.6% 1.137 750 111.2 Vanderbilt Beach Road Livingston Road Logan Blvd. 2580 E 332.5 458.0 1.1% 1.238 3194 112.0 Vanderbilt Beach Road Logan Boulevard Collier Boulevard 2040 E 240.5 379.5 1.5% 1.355 2765 119.0 Oil Well Road Immokalee Road Everglades Boulevard 1170 E 105.5 85.5 -0.7% 0.869 1017 120.0 Oil Well Road Everglades Boulevard Desoto Boulevard 540 E 66.0 247.0 4.5% 2.410 1302 121.1 Oil Well Road Desoto Boulevard Oil Well Grade 540 E 70.0 239.0 4.2% 2.267 1224 121.2 Oil Well Road Oil Well Grade Ave Maria Blvd 450 E 71.5 282.0 4.7% 2.496 1123 122.0 Oil Well Road Ave Maria Blvd Camp Keais Road 210 E 13.0 64.0 5.5% 2.894 608 122.0 Oil Well Road Camp Keais Road SR 29 210 E 3.0 14.0 5.3% 2.793 586 123.0 Golden Gate Boulevard Wilson Boulevard 18th Street NE/SE 1580 E 184.0 193.0 0.2% 1.032 1631 123.1 Golden Gate Boulevard 18th Street NE/SE Everglades Boulevard 1580 E 115.0 136.0 0.6% 1.118 1767 124.0 Golden Gate Boulevard Everglades Boulevard DeSoto Boulevard 280 E 37.0 20.0 -2.0% 0.664 186 132.0 Randall Boulevard Immokalee Road 8th Street NE 780 E 110.0 304.0 3.4% 1.969 1536 132.0 Randall Boulevard 8th Street NE Everglades Blvd. 780 E 91.5 261.5 3.6% 2.014 1571 133.0 Randall Boulevard Everglades Boulevard DeSoto Boulevard 180 E 19.5 35.0 2.0% 1.477 266 134.0 Everglades Boulevard 1-75 Golden Gate Boulevard 500 S 39.0 286.0 6.9% 3.775 1887 Notes: 1) 2022 AUIR 2) Appendix L and Exhibit A 3) Growth Rate R = (2045 FSUTMS Vol/2015 FSUTMS Vol)A(1/30)-1 4) Growth Factor = (1+R)A20 = (2045 Vol/2015 Vol)A(20/30) 5) 2022 AUIR Vol x (1+R)A20 or (2045 FSUTMS AADT x K=.09 x D=.56) / (1+R)A3 0 0 n 0 0 c (n 0 0 AUIR ID # Roadway Link From To Existing Year Peak Hour Peak Direction Volume (1) Peak Direct- ion (1) FSUTMS 2015 AADT 1 (100s) (2) FSUTMS 2045 AADT (100s) (2) Annual Growth Rate (Percent Compound- ed) (3) Growth Factor to Analysis Year (4) 2042 Peak Hour Peak Direction Background Traffic Volume (5) 135.0 Everglades Boulevard Golden Gate Boulevard Vanderbilt Beach Road Ext. 420 N 41.0 293.0 6.9% 3.710 1558 135.0 Everglades Boulevard Vanderbilt Beach Road Ext. 18th Ave NE 420 N 37.0 310.0 7.3% 4.125 1733 135.0 Everglades Boulevard 18th Ave NE Randall Boulevard 420 N 54.0 293.0 5.8% 3.088 1297 135.0 Everglades Boulevard Randall Boulevard Oil Well Road 420 N 41.5 357.5 7.4% 4.202 1765 136.0 Everglades Boulevard Oil Well Road Immokalee Road 690 N 45.0 99.0 2.7% 1.692 1167 137.0 Desoto Boulevard 1-75 6th Ave SE 180 S 5.5 31.0 5.9% 3.167 570 137.0 DeSoto Boulevard 6th Ave SE Golden Gate Boulevard 180 S 30.0 8.0 -4.3% 0.414 75 138.0 DeSoto Boulevard Golden Gate Boulevard 18th Ave NE 170 S 13.0 19.0 1.3% 1.288 219 138.0 DeSoto Boulevard 18th Ave NE Randall Boulevard 170 S 21.0 50.0 2.9% 1.783 303 138.0 DeSoto Boulevard Randall Boulevard Oil Well Road 170 S 15.5 41.5 3.3% 1.928 328 Vanderbilt Beach Road Ext. Collier Boulevard Curry Canal bend (NW 7th/9th) 0 E 0.0 223.5 2.0% 0.000 1061 Vanderbilt Beach Road Ext. Curry Canal bend (NW 7th/9th) Wilson Boulevard 0 E 0.0 184.0 2.0% 0.000 874 Vanderbilt Beach Road Ext. Wilson Boulevard Everglades Boulevard 0 E 0.0 91.5 2.0% 0.000 434 1-75 Everglades Boulevard CR 951 1353 E 188.0 555.0 3.7% 2.134 2887 1-75 CR 951 Golden Gate Parkway 2293 N 411.0 890.0 2.6% 1.717 3938 18th Avenue NE Everglades Boulevard Desoto Boulevard 0 E 0.0 24.0 2.0% 0.000 114 6th Avenue SE Everglades Boulevard Desoto Boulevard 0 E 0.0 44.0 2.0% 0.000 209 Notes: 1) 2022 AUIR 2) Appendix L and Exhibit A 3) Growth Rate R = (2045 FSUTMS Vol/2015 FSUTMS Vol)A(1/30)-1 4) Growth Factor = (1+R)A20 = (2045 Vol/2015 Vol)A(20/30) S) 2022 AUIR Vol x (1+R)A20 or (2045 FSUTMS AADT x K=.09 x D=.56) / (1+R)A3 0 4-1 >- Q - C -p .`n -�U- _0 m v n a� o 0 ° c°� U c @ v o v on a t 0 a�i N en L O N i > > O i- 2 V Q v O U o i O O O d a "- _ '6 .r al m co v a) a) 4- L X ''-' — a) 41 a) E vf o '� v E E C I I > U o — O o CL au O E-0 V E Q a) O �1..1 co t i E i > F- Q w V - O O N � � i -0 � co E •� co u 4; a) a) O � E o O N Z ro V 'a >� 4-1-O E W i N d ca u axi > ra 4 � v 3 v o +� v a o E Z w t c � o E o > 4" V i c0 + a w= Q w O LL C .- O L C —_ +L_+ O O 0 ..0 '�' i j O 4A o a) O vi .3 V co O U p QJ O LC1 aJ W Q v c�O Q- 3 co O m m +, I Y _ Y m /On //LL� L V V bn L ca + p E N v O Q cc �" m o "' 3 `�° v= aJ OA I- O E '- i V 4� m° C .. N 'y on N I�1 S aj O Q N U cL0 Q a C � _0 aj p m C 0- i v O ..� LL b.0 N ° ° a OX o Y o '3 C) N `� -0 o w m a E a-14 m v O o v 0 3 N o v o °' W O v a CL Y t V C p s >} V u O C i v m > > a 0 19 _ 0 +� U n n. > 'tin y n. v v E vE •co >- E v ^ N m m u \p o o- 3� c Cr 0->- ni +� n r — o 0 -0 Ln 0) coo X -p O V O V U 3 C a)U a) i N O rr)� LL 0 CL 0 N O a) "~ C u CL O Ln ` N .`^ c n O i '0 ° M O Q I I a = aU cNn W CL o Q m O p�>- w U U LL >- O U LL V H LL O O O � W � > m Z > m m N a) _— � to -p cn C "O '60 m E O O - o O t- > 3 0 c0 0 0 0 o co 0 Q) C C @ ca o O 0 O o U") +, N 4- aJ O ra c cu co i c0 N i to E p E O o ca O O - 4-- - ibD ao a) C •� OCD C •� i C v > c aI 3 0 3 o •� o I I I � I I N 00 O Lr)00 > M O m ON rN u CL ° ; > N O c v o c a� > c o o O m= m m on m E m E 0 Lo Ln N C��7 a) W > — — aJ > — > -0 v- O 'O 0 'O p N ++ O— co p ca co to L �w Q-0 - 0- �°�� rn a tin O w w >- wL"wwCD = cu OA W OA S S S m -0 U N W Q. H a) -a cn a, -o � a) 0 •L a) w 4-> C:O L a) m0 'N4-1 O cu + a Qcu E o Q G > aJ a E in •�-� m C: S2 O -C Qj N co a 0 O i O (ULAQ E O a) > O Q O C j• -O bA V U 0 -C�+ O > L O N U a) N to a) U U s c0 t C O OL > 3 41 O fl- O L m U N a) w co > 7 Q_ U O >O _ `� O cb M co cn C V L O O ,} O +-� U c0 in cb i- L SZ C i E L Q' Q L VI a) cn l6 E a) v� ^ Q) = 1>• f� (O •u J O n + I ° v Q •� i'"i = CO O R v L v L +� .4., .V ru L H b4 U L Q H O a) Q. O V m > a) O a) a) c a) Oa L C:) E n O O a+ 0)Y V) 5 m a) - O s° o _ O i o o U rn m a) > v Q) a) -a •� E + c a) U ca Q cu a) I M v U> 3 v Q) -0 E >. v o o E -o , o N (U+� 'A -a o *' aXi z o> U >> v' C, O a) a on O V L _ _ O L a) a) m - a o U s `—° _ QJ — V -0 o -1 0 Fu U co L to C7 v C� cYi a +_0 m o s 41 3 _ CL i Y L v o Q) Q I-- II II O N Q ,_ O O ,O O a) O 4 0 CL 00� O t O v c4 Ecu > > vo n Ln O 'X N •U U O N C� E b0 O co O CV O O O X aJ Q .4_+ O Z U p_ a) O N cV U 4--+ v +J ate, 'O (1) a o o _ C 0 0 0 o(a E _ m `4- a) 'n a) }' — N cn m a) 4- `° O i Q O _ a) bA > O II II If N p ��, tu _ .4.� h N a) N to CO U +_ C t Q -a mo v n bD a) 3 0 0 0 0 a) � -0 o 41 N y (p O CO U M Ln—L .� .4_, E N ns cn 0 V) 4-a) O �-' N C N X O L ++ O a o a ,- O ON cpI T U U V E c O X N N O .4-; > OL L CDv 3 O u O LA a) a O V 'a '� N L C L mQ >, O C O a) W O m O •ice U •O Q L C CL in f0 C • L a) a) a) Q. O OU Q i O O i— U O> LL l6 mO- i 4n L � Y � -T U > O O f]] p �O N E C Ci u) no > co a v m Y o m o E � a v -� o N cr (D E a) 0' O C7 o o w j O j N Q c m m O + b1J O L •> a) V7 •F•i '� �/ Q J n3 a, > -a c J o a) c� cb > E Ln O O C O m Y Oaj I� cab m O n m 2 E E Y Y E E E E z a s° o 0° E o> N a) O m m m > > > w +' a mm> v (D IDm m m m v a) a, a) (3) a) o tin tLo Zi -O •- _ _ _ > C7 U U U U U Z > w AUIR ID # Roadway Link From To 2042 Config- uration (1) 2042 Peak Hour Peak Direction Service Volume (1) Im- proved 2042 Peak Hour Peak Direction Background Traffic Volume (2) 2042 Back- ground Traffic V/C Level of Service Defic- iency I Yes/ No 17.0 Golden Gate Boulevard Collier Boulevard Wilson Boulevard 4D 2300 N 2025 0.88 No 19.0 Golden Gate Parkway Goodlette-Frank Road Airport Road 6D 3550 N 3241 0.91 No 20.1 Golden Gate Parkway Airport Road Livingston Road 6D 3550 N 4704 1.33 Yes 20.2 Golden Gate Parkway Livingston Road 1-75 6D 3550 N 4355 1.23 Yes 31.1 Collier Boulevard Golden Gate Boulevard Pine Ridge Road 6D 3000 N 3367 1.12 Yes 31.2 Collier Boulevard Pine Ridge Road Green Boulevard 6D 3000 N 3463 1.15 Yes 32.1 Collier Boulevard Green Boulevard Golden Gate Pwky 6D 3500 Y 1879 0.54 No 33.0 Collier Boulevard 1-75 Davis Boulevard 8D 3600 N 4557 1.27 Yes 34.0 Collier Boulevard Davis Boulevard Rattlesnake Hammock Road 6D 3000 N 3178 1.06 Yes 43.1 Immokalee Road 1-75 Logan Boulevard 6D/8D 3500 N 2753 0.79 No 43.2 Immokalee Road Logan Boulevard Collier Boulevard 6D 3200 N 3122 0.98 No 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 6D 3300 N 2869 0.97 No 45.0 Immokalee Road Wilson Boulevard Randall Boulevard 6D 3300 N 2509 0.76 No 46.0 Immokalee Road Camp Keais Road SR 29 2U 900 N 821 0.91 No 58.0 N. 1st Street New Market Road SR-29 (Main Street) 2U 900 N 1220 1.36 Yes 59.0 New Market Road Broward Street SR 29 2U 900 N 769 0.85 No 61.0 Camp Keais Pope John Paul 11 Boulevard Immokalee Road 2U 1000 N 564 0.56 No Notes: 1) Based on 2022 AUIR data and approved future roadway improvements 2) Table 4 0 F 5 b ti I Ln a I �i Ln U) n 0 5 H A 0 a Q Ln LQ 3 a 0 a a z- ti 0 ti w AUIR ID # Roadway Link From To 2042 Config- uration (1) 2042 Peak Hour Peak Direction Service Volume (1) Im- proved 2042 Peak Hour Peak Direction Background Traffic Volume (2) 2042 Back- ground Traffic V/C Level of Service Defic- iency Yes/ No 61.0 Camp Keais Oil Well Road Pope John Paul 11 Boulevard 2U 1000 N 877 0.88 No 85.0 SR 29 9th Street CR 29A North 2U 900 N 750 0.83 No 111.2 Vanderbilt Beach Road Livingston Road Logan Blvd. 6D 3000 N 3194 1.06 Yes 112.0 Vanderbilt Beach Road Logan Boulevard Collier Boulevard 6D 3000 N 2765 D.92 No 119.0 Oil Well Road Immokalee Road Everglades Boulevard 4D 2200 N 1017 0.46 No 120.0 Oil Well Road Everglades Boulevard Desoto Boulevard 6D 3800 Y 1302 0.34 No 121.1 Oil Well Road Desoto Boulevard Oil Well Grade 6D 3800 Y 1224 0.32 No 121.2 Oil Well Road Oil Well Grade Ave Maria Blvd 4D 2000 N 1123 0.56 No 122.0 Oil Well Road Ave Maria Blvd Camp Keais Road 2U 800 N 608 D.76 No 122.0 Oil Well Road Camp Keais Road SR 29 2U 800 N 586 0.73 No 123.0 Golden Gate Boulevard Wilson Boulevard 18th Street NE/SE 4D 2300 N 1631 0.71 No 123.1 Golden Gate Boulevard 18th Street NE/SE Everglades Boulevard 4D 2300 N 1767 0.77 No 124.0 Golden Gate Boulevard Everglades Boulevard Desoto Boulevard 2U 1010 N 186 0.18 No 132.0 Randall Boulevard Immokalee Road 8th Street NE 4D 2000 Y 1536 0.77 No 132.0 Randall Boulevard 8th Street NE Everglades Blvd. 6D 3100 Y 1571 0.51 No 133.0 Randall Boulevard Everglades Boulevard Desoto Boulevard 2U 900 N 266 0.30 No 134.0 Everglades Boulevard 1-75 Golden Gate Boulevard 4D 1800 Y 1887 1.05 Yes Notes: 1) Based on 2022 AUIR data and approved future roadway improvements 2) Table 4 C7 n O n n 0 c a3 oa 0 c O e AUIR ID # Roadway Link From To 2042 Config- uration (1) 2042 Peak Hour Peak Direction Service Volume (1) Im- proved 2042 Peak Hour Peak Direction Background Traffic Volume (2) 2042 Back- ground Traffic V/C Level of Service Defic- iency Yes/ No 135.0 Everglades Boulevard Golden Gate Boulevard Vanderbilt Beach Road Ext. 4D 1800 Y 1558 0.87 No 135.0 Everglades Boulevard Vanderbilt Beach Road Ext. 18th Ave NE 4D 1800 Y 1733 0.96 No 135.0 Everglades Boulevard 18th Ave NE Randall Boulevard 4D 1800 N 1297 0.72 No 135.0 Everglades Boulevard Randall Boulevard Oil Well Road 4D 1800 Y 1765 0.98 No 136.0 Everglades Boulevard Oil Well Road Immokalee Road 2U 800 N 1167 1.46 Yes 137.0 DeSoto Boulevard 1-75 6th Ave SE 2U 800 N 570 0.71 No 137.0 DeSoto Boulevard 6th Ave SE Golden Gate Boulevard 2U 800 N 75 0.09 No 138.0 DeSoto Boulevard Golden Gate Boulevard 18th Ave NE 2U 800 N 219 0.27 No 138.0 DeSoto Boulevard 18th Ave NE Randall Boulevard 2U 800 N 303 0.38 No 138.0 DeSoto Boulevard Randall Boulevard Oil Well Road 2U 800 N 328 0.41 No Vanderbilt Beach Road Ext. Collier Boulevard Curry Canal bend (NW 7th/9th) 6D 3000 Y 1061 0.35 No Vanderbilt Beach Road Ext. Curry Canal bend (NW 7th/9th) Wilson Boulevard 4D 2000 Y 874 0.44 No Vanderbilt Beach Road Ext. Wilson Boulevard Everglades Boulevard 2U 1000 Y 434 0.43 No 1-75 Everglades Boulevard CR 951 4F 3890 N 2887 0.74 No 1-75 CR 951 Golden Gate Parkway 6F 5780 N 3938 0.68 No 18th Avenue NE Everglades Boulevard Desoto Boulevard 2U 1000 N 114 0.11 No 6th Avenue SE Everglades Boulevard Desoto Boulevard 2U 1000 N 209 0.21 No Notes: 1) Based on 2022 AUIR data and approved future roadway improvements 2) Table 4 v 0 Y — Ln 0 O O -� 0- `n v w +� 0 c O m L o U L i '� a--� V V) O — L i a) O L m 0 O F, U , y O O41 a -0 Q a) r a) = 0 O 4-- 4-1 V) m 4- O 0 Ln •U aD ~ +A � N -O U •3 v- .0 ° N Q O_ E Q) V Q G 0 0 O N E C N oA m O O _U _� m OU m O N c Q m� N u U O � L .�, a O 4°- U •Q) Vl E 0) M +-+Ll N a) a) L 3 (6 ++ 3 m 0 O a V, o N m n �' 3 ++ B a 0 Q 0> m m ¢ N L• ai y o L m a- > t m m 3 a) 'C m O o �' U O m a) M cn 0 -0 F' �••I O -0 m U � E -0 a) >. aA 0., > Y O L L m ° Q. to }, 1 a) L U n In Q cu N Q> V) a-+ Ln U -0 .ry s U t -O •C _ O m O a) *J N > > y > v m v v, O 'y O O cn N O CD +' '+"' O O N O N O m F O V "O a) O a) -O a1 C `�•� O a. C Q i 0 — +, V (a)O Q 41 > f6 Ln 41 L " 4--� mup O �• m CD m -a Q) 41 '6 N m ,� o L o 0 v 'Q •N a) a +. m Ln O ° o > V)4 � > I.D Q- 0 o 0 v �° o +1 3 +•+ 0° tin 0 E- m E +' u tin a) 0 Q > +, N O ;g 0 .� o N o W-a� o o a) °° H D L n m a ¢ V O E E m v Y m C N Co m O m m 0 0 'O > m v O U rn N CC Ln O m 0 Y Q E m U E O 0 m O m 7 m a O a) Q O a O a) O 0 4L- N m (J Y CL E m U > m aJ coo C7 C v .a 0 O Ln E 0 > CC N a) m an a) w X w s V CC a) m O m O m 0 0 �7 c (3) O E O > m N a) m w w Z a) 00 .--I 0 x x w t U CC 0 m Z a) c m E O > m N 0 r� op w M a m 3 Q = U N w- i N 41 -0 > N E O � V c9 -0 C 4� Q1 C E tab E 0) UDi 3 O � L (� �3 a O c M O U, N Ln s O H J t, 72 X w t U N N m v C �o O > m N ro N O E O m W Q% w w Z Q L 00 O 4. X w cu U CIO a� 'O co E O 4- m w v 4- 0 X C C O 0) Q Q �a coo O > +- v v � 4 i U O � t 41 N m v to m a a a c 0 0 by C .Y 0 v 0 0 v H AUIR ID # Roadway Link 17.0 Golden Gate Boulevard 19.0 Golden Gate Parkway 20.1 Golden Gate Parkway 20.2 Golden Gate Parkway 31.1 Collier Boulevard 31.2 Collier Boulevard 32.1 Collier Boulevard 33.0 Collier Boulevard 34.0 Collier Boulevard 43.1 11mmokafee Road 43.2 Immokalee Road 44.0 Immokalee Road 45.0 Immokalee Road 46.0 Immokalee Road 58.0 N. 1st Street 59.0 New Market Road 61.0 Camp Keais Notes: 1) Table 5 2) Table 4 3) Table 3 J ai ao m w W From Collier Boulevard Goodlette-Frank Road Airport Road Livingston Road Golden Gate Boulevard Pine Ridge Road Green Boulevard 1-75 Davis Boulevard 1-75 Logan Boulevard Collier Boulevard Wilson Boulevard Camp Keais Road New Market Road Broward Street Pope John Paul II Boulevard To Wilson Boulevard Airport Road Livingston Road 1-75 Pine Ridge Road Green Boulevard Golden Gate Pwky Davis Boulevard Rattlesnake Hammock Road Logan Boulevard Collier Boulevard Wilson Boulevard Randall Boulevard SR 29 SR-29 (Main Street) SR 29 Immokalee Road 2042 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 2025 N/E 293 265 3241 N/E 152 138 4704 N/E 247 223 4355 N/E 310 279 3367 N/E 224 202 3463 N/E 134 121 1879 N/E 116 104 4557 N/E 249 225 3178 N/E 122 111 2753 N/E 125 112 3122 N/E 159 144 2869 N/E 2509 N/E 821 N/E T776 0.56 821 645 977 81E 1220 N/E 0.56 1220 959 1253 99( 769 N/E 0.56 769 604 846 69C 564 S/W 183 1 204 Future Peak Level Hour of Total Peak Service 'raffic Direct- Future Defic- lnaly- ion Sery Total iency is Vol- ice Vol- Traffic Yes/ ume ume (1) V/C No 2318 2300 l.Dl Yes 3393 3550 0.96 No 4951 3550 -3ssol 1.39 Yes 4665 1.31 Yes 1.20 Yes 1.20 Yes 0.57 No 1.34 Yes 1.10 Yes 0.82 No 1.03 Yes 0.94 No 0.86 No 1.09 Yes 1.39 Yes 0.94 No 0.771 No AUIR ID # Roadway Link From To 2042 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- ional 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 Sery ice Vol- I ume (1) Future Total Traffic V/C Level of Service Defic- iency Yes/ No 61.0 Camp Keais Oil Well Road Pope John Paul II Boulevard 877 S/W 183 204 1081 1000 1.08 Yes 85.0 SR 29 9th Street CR 29A North 750 S/W 40 43 793 900 0.88 No 111.2 Vanderbilt Beach Road Livingston Road Logan Blvd. 3194 N/E 113 102 3307 3000 1.10 Yes 112.0 Vanderbilt Beach Road Logan Boulevard Collier Boulevard 2765 N/E 139 125 2904 3000 0.97 No 119.0 Joil Well Road Immokalee Road Everglades Boulevard 1017 N/E 173 156 1190 2200 0.54 No 120.0 Oil Well Road Everglades Boulevard Desoto Boulevard 1302 N/E 892 804 2194 3800 0.58 No 121.1 Oil Well Road DeSoto Boulevard Oil Well Grade 1224 N/E 864 959 0.56 1224 962 20881 1921 2088 3800 0.55 No 121.2 Oil Well Road Oil Well Grade Ave Maria Blvd 1123 N/E 837 929 0.56 1123 882 1960 1811 19601 2000 0.981 No 122.0 Oil Well Road Ave Maria Blvd Camp Keais Road 608 N/E 225 249 0.56 608 478 833 727 833 800 1.04 Yes 122.0 Oil Well Road Camp Keais Road SR 29 586 N/E 42 46 0.56 586 460 628 506 628 800 0.79 No 123.0 Golden Gate Boulevard Wilson Boulevard 18th Street NE/SE 1631 N/E 370 333 2001 2300 0.87 No 123.1 Golden Gate Boulevard 18th Street NE/SE Everglades Boulevard 1767 N/E 467 420 2234 2300 0.97 No 124.0 Golden Gate Boulevard Everglades Boulevard DeSoto Boulevard 186 N/E S91 534 777 1010 0.77 No 132.0 Randall Boulevard Immokalee Road 8th Street NE 1536 N/E 388 3S0 1924 2000 0.96 No 132.0 Randall Boulevard 8th Street NE Everglades Blvd. 1571 N/E 485 438 2056 3100 N0 133.0 Randall Boulevard Everglades Boulevard DeSoto Boulevard 266 N/E 390 352 656 900�JO.73 No 134.0 Everglades Boulevard I-75 Golden Gate Boulevard 1887 S/W 536 483 0.56 1483 1887 201 22370 2370 1800 Yes Notes: 1) Table 5 2) Table 4 3) Table 3 4) Appendix ro U_ n O n n 0 c 00 O h 0 3 D # Roadway Link From To 135.0 Everglades Boulevard Golden Gate Boulevard Vanderbilt Beach Road Ext. 135.0 Everglades Boulevard Vanderbilt Beach Road Ext. 18th Ave NE 135.0 Everglades Boulevard 18th Ave NE Randall Boulevard 135.0 Everglades Boulevard Randall Boulevard Oil Well Road 136.0 JEverglades Boulevard Oil Well Road Immokalee Road 137.0 DeSoto Boulevard 1-75 6th Ave SE 137.0 DeSoto Boulevard 6th Ave SE Golden Gate Boulevard 138.0 DeSoto Boulevard Golden Gate Boulevard 18th Ave NE 138.0 DeSoto Boulevard 18th Ave NE Randall Boulevard 138.0 DeSoto Boulevard Randall Boulevard Oil Well Road Vanderbilt Beach Road Ext. Collier Boulevard Curry Canal bend (NW 7th/9th) Vanderbilt Beach Road Ext. Curry Canal bend (NW 7th/9th) Wilson Boulevard Vanderbilt Beach Road Ext. Wilson Boulevard Everglades Boulevard 1-75 Everglades Boulevard CR 951 1-75 CR 951 Golden Gate Parkway 18th Avenue NE Everglades Boulevard Desoto Boulevard 6th Avenue SE Everglades Boulevard Desoto Boulevard Notes: 1) Table 5 2) Table 4 3) Table 3 J 2042 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- ional 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 Sery ice Vol- ume (1) Future Total Traffic V/C Level of Service' Defic-' iency Yes/ No 1SS8 N/E 610 550 2168 1800 1.20 Yes 1733 N/E 621 688 0.56 1733 1362 2354 2050 2354 1800 1.31 Yes 1297 N/E 369 409 0.56 1297 1019 1666 1428 1666 1800 0.93 No 1765 N/E 490 542 0.56 1765 1387 2255 1929 2255 1800 1.25 Yes 1167 N/E 92 101 0.56 1167 917 1259 1018 1259 800 1.57 Yes 570 S/W 79 70 0.56 448 570 527 640 640 800 0.80 No 75 S/W S8 65 140 800 0.18 No 219 S/W 181 201 420 800 0.53 No 303 S/W 667 739 1042 800 1.30 Yes 328 S/W 108 120 4481 800 0.56 No 1061 N/E 141 127 1202 3000 0.40 No 874 N/E 148 133 1022 2000 0.51 No 434 N/E 150 136 584 1000 0.58 No 2887 N/E 568 513 34SS 3890 0.89 No 3938 N/E 317 351 0.560 3938 3094 4255 3445 4255 5780 0.74 No 114 N/E 370 333 484 10001 0.48 No 209 N/E 397 359 606 1000 0.61 No Q) Q) C () Q) Q) C "o Q) v— U >` Q) N ('p = O Q) n Q) n O C 4-1 <O 7 O O �- co 'p L� O � 6 O O O LL O Q U p Q c�a O a O c O O� O U c O x 3 o E >CL n Q) a� U o to _0v w > n i a) O U U u Q c Q Ln co U = v '_ O 'O U O co O _ iCL CL cc CL to) E EO LQ) tto i ~p O 0 U a U O O ra O O "m 4-1 t cQ Q O Q) m m ¢ t O 6 L cp d0 +O a f2 L O n Q O cp ± 00 d-� N Q c) O > Q) N L = a) O O u a) = LL c Y Q � n co O O O co N O O N v) U O> U O CO N 0 O m o z O a) p n n a U c O p p - a) N > a cu U. 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HOPE ERBUFFER 6IIEOUIRED, '. GKOEPT A4 MASSE AEQUIR[CUIPED DY f.W[N fLOR10A WATER NANAO4NCM n6TPott PEAMIT ..�DENOTESCONVEYANCE I Foot UT 1 �f EXIRELOCATYREOl1Ml0 FOR 1110 PARKWAY R.D.W. "TONING a A"MHO-RLSAO SSA 18 L� SSA 1 ,wU�iwmuruTURe �. TERCONNfCTKiN 26 TYPE (D) LILE. BCSO PROPERTY ,'h MLSC.OPEN SPACE S PRESERVE 16 NOTfex A TRANSRION STRW. A 4NNtMDY WgINOf 13 TT.ANDATt AVERADEI(WA .F FENCE A VERTICAL TRANSITION P RMEENCE, RTOG DREEAP PERMIT PERMIT EODEPARTO THE ERPPEROVI E BETWEEN MODIFICATION,TESR SHALL BE PROVIDED BETWEEN THE SRA AND SSA ARE S L US tHf TxaNtlITgN FEATVRE IUD A WKE SSA 17,/B\ BOARDWALK SSA 18 .. 26' TYPE (0) LEI. /8\ 16' U.E„I. HU1Eki1AL N7VRF InYacauNEtT+ON ' 25' TYPE {DI L.B.E. - ZONING SSA 18 A A-9AHO-RISAO nSA nOnA^vAay �� ZONING; A-MHO-RLSAO AG +Q �, A 2 _NSA SE "CHS ELLMAR VILLAGE SRA LAND USE SUMMARY --------- NEIGHBORHOOD GENERAL CONTEXT ZONE SYMBOL I DESCRIPTION ACRES NEIGHBORHOOD GENERAL 434,69 -- ROAD R.O W. m4htDeE 4 10' wwe rnaN-use D1 faslDrrnlS --AMENITTCENTERS PARKS 1132.96 15d7 7:68 • PARKPRESERVE ZA4 - -'+ LAKES LAKE M£BOPEN SPACE - ,,,,,,.,,,_ PERIPACTER BUFFERS 1025j 10'UTILITY EASEMENTo7i NEIGHBORHOOD GENERALCONTEXT ZONE TOTAL Ing tt wiAiCNUAGE CENTER CONTEXT ZONE .,� ! 23.63 I I SRA BOUNDARY TOTAL f 996.74 x 7 i �•� WRA LAND USE SUMMARY "iT SYMBOL OElCRNiION ACRES 1 l;d:a;i LAYfETRAC7S �elIM4R LMEbd2 Ae. Islmtl ReFervel 1202_ Z: I ROAD R O W. (Mc nRas b*Wd-W--rM N) 3A7 i h ^) I WRA AREA TOTAL 123.76 r SSA 18® ,tom. t'• ti �. �''- •" n "' I OPEN SPACE CALCULATIONS SSA 18 & z L _ I M �.'., AG/HS'A&.. r y. ."• I I OPEN SPACE OPEN LAND USE ACRES SPACE PERCENTAGE ACRES LAKES 274,06 100.00% 274.06 LAKE MAINTENANCE EASEMENT (LML-)& OPEN SPACE 102.Si 100.00% 102.31 NEIGHBORHOOD GENERAL 4" 2000% ".04 ROADRAIAL_ ium 1500% 19.l4 AMENITY CENTERS 13.47 30.00% �� 4.64 PARKS 70 3oA0% 3.94 PARK PRESERVE 9A4 100.00% 3 VR.LAOE,CENTER 2363 3000% - 7.09 PERIMETER BUFFERS -- 0.71 10600% 0.71 TOTAL OPENSPACE _ PROVIDED S07.66 W t 1 •t: I t< �. ( 1 c YtE =$_ c P.'..-.ey r I MINIMUM REOUIRED OPEN SPACE +35%JUI91 AA,I PRDNOPD OPEN SPACE, -60,78% £I is I —` ZoNiNG A•MND•RL3A0 55A 18 THE MASTER PLAN 44 C0�N�EMUAL. INTMA ItDAD f r�l }) { > I: , f,i,> ALGrJMEIRB tAHE SITVtD ANDCONF1ntaRAT10N0i' ®SSA 18 , L •,{rI• i . \ / DEVELDWAL DAELIEEN50—ROM TO. M0061iATUN WITHIN T1@ RLSA OVI6ElIIYS AT TIME _ - Oi iINAL DEYtl.d"MENT ORDER. :SOLI COLLJER ENTERVRJSES WHAGEA/ENi, aNC. RELLAUR wLlAOE "' ^ ^" -". • "' ^^ iR .AfF IN{' I _ � SRA SUVIMAL MANS r ExIOBtT( NA57FI2 MAN RGICK a wwE aly«n. ItwH IM+)vPN l..e..T..v.e...I ". Puri T; , '« E* T� zi u U w x U z Z E w i 6 E F- � L E Z C a C w U c OC V `� U G m c a ej a p tu c L lu E c °' 'cu � � � O 0)� � ~ U Q A a N a c cu c¢ N H M G J L i z °� V C7 CJ CJ C7 o d U � 10 as z to tv c 00 N N � S E O Z U a c p 0 d = H a c H O oa NN 'c m a Q ¢ �a Z LL a N f0 w N 0 a c m 4 m u Nf r Az 4) Z clm z `m N 01 Y! G a J H m N cn m # � S4 N N N Fa- H a n1 � ►'sr R 'v 147 „1 75A a 47 lA / 21 9.2 32 a L ZD 4 o �1 11.7 B.3 49 4 SIA L �l t r W a H O F 135 7'S C 0 u �0 C 3.1 l3] W V 3 u oc 0 s d E U 0 E E F G nq "a C uNi 7 f0 Q U U L � �- lb 1�— 0 m E E Ln N N m 4 0 .II d E E 12 bi cc c 0 G 0 N E S. m O a m a 0 on N � a � a h a a c � Q a 7 Q1 Q E a cm Q L/) a 1 a O a C I m N N N N N N N N N N yppp a A C C N N N M Q Q Q Q a Q a Q c L L1 9 9 E E E E C E E E 3 3 3 N 13 E E E 3 E N N 3 3 3 3= 3 Z z 3 A V I � � i � o 9 r 7 of oo E �°+ u z `3 :2 7R > w oo ' o ° w to T 6 m N O C U K K ONC 00 Y +� V A� m . .c m m O O S W 2 2 V O S O J N ry b O C b b l0-Lj h CO O Ol a O b O� O ip Of ry b V M V n V V N N i V V V .. V U V b U Ut b V 2 N O O O O O O O O O O F ` \ CL § k x * co _ < \ \cu 0 0 « 3 = \ < § � § ( \ | / § ® ( \« c i) © \ 8 k§ k k / 2 \ \ f < « • / \ \ \ k / \ i \ / & ± \ ƒ j « d ƒ ) � « _ U. / e ( / / / \ } \ \ \ k ) \ } / / J f \ } ) § $ { ) / \ # / / \ § m ƒ < ) / } ƒ / IN } « % � Ym1 Q. p d v V Q N lu - 8 a c, E m .0 m N i Q. m„ >i C W c_ •> Ul N m N a E 3 ac %t m" 0 E c v v v w v o u O0 a, 3 D' v N o on ° v 3 c a E o >% e, m N N en N u Qj r E u, a u > m p a v $ o v y c= ev a aS+ »= ° o E E a v v 0 m E c N o c k vi a Ep v 5 v c 75 E E o >C. o• m 3 0 •> N .c 8 E 3 E m +: 8 c c >- m e "•6c cao�°' .Zc co Y" ar�r:o cE c 8 a m o w ai E d m v 75 oE=0 = v a o U a cE '-v O ..2 > v u p E m o m E mn aE_ m e c v-`cEmn>' oa° E v; C c ' oo -a = c uo a Ncuc pmcMooE uc •v w a•�IV > � W OE w ma r- MC C eCO Oo Eo.00 � a -oEamEuo3s M c o o a c o o u o. c o ESc°w c w a Qc 0am-v°° o >° m E m c °uCVI QbO S u Ec -o°u`0 V;a � m _ LL C. p d v vmy (u Ym_, o o E E f o U. u 2 pp.i ' O ya c c 0 M +H n C u c �°2 c°m>dN ° m Q o `0 E c of ° ai c c° 0 0 5QJ u c �' 'D u m V y` N C o C O ad.. m 4C7 m C- C LL C. "p u a= •C �- m LL `v ° o .N E 0 ,u `0 C• £$ m µ° a m m 3 0 a ,• o ; c c n E c u 0 N y +. a v c o m c o > .v u v N C C S y N 0 m +� y v N> -O o D: aO.l d> N E� �::Ea"i �E'mc aEoeo vo�oc eM> E E ems°. c° '$ + °° m 3 z E m° c N •! y+ 8 y E d E N m ar E c E o y'a y m - c aw �a>r0) a �°y� �?�aa �?c8�ma8 �mm it'�iE n` v O c°$ m m 'oL ° a o v Y 0 3 c° ° c o > c 3 O O d f0 w yj Q` O V1 0 u 4u y O C m O y a A m O c C 3 u s s° odo c i �a c% ° `' u C v m E v E :$ w 3 3 o 0 c , a a :- v E v v n E° c c > h m> o c` E 8 a w> > a 'a v �iv'i �� 3 :"� a ova aso 0 0� e.m�. u w 2 aQao O W Q) d a v 0 0 N C19 0 V v O 2 Q1 'A § � § ƒ t $ k e § 4 C 4 - ! . . .,o .� . . . ) E � ƒif � ) k - ,�, . . . . \ \ F \ i "a4 o10 ) � ��) } 7 ! ■ I j�§ - «�» /» / / \i� � ) ) \ �3 \0 E \ \ !.� k 2 a : z \ Q ] ) § ) & . . \ e ` \ 21§ ® 2 2 » � � » ■ ■ , ■ _�/ � §§ \ § § f , , . { . tit i. ' ' § ■ § K � § k k K .� \! J K • K . . § . � §; / ` � ` \ § .�• 75 \ ! ) cl 5 a )�) - \�\ \ z \ e S } \ « \ \ ( £ ' \ § - \ \ / ) ) / } e I �I § a 0 o 0 k _ §� e k� ' §�. , . . . . }| i= : ) ; \ \ \ 0 z E E 0 - « k k \ �\ ��w ( ) \ l � % � ! § § $ k k k \ �l� � m'� a !� (. — � # eee /�\ \� ■ ©� _�_ Aim � \ — � e k � ) ■ _ R � � ; \ ■ 3CL / IA 11or r4T WL4N0SCaPE U"R E-ESUlES YIfrNN11 W1. i0p'PEA JEtFA - CPEr! SAKE TRaGr v v CD 00 cn LEGEND 4�InR LNq OiC aORi _ Ihu(rFReW VMIfutT cv �WMRrYRG[FA194Mr N S.atf ftW/R4gas _� WZS)�YIGYWICOIERT Oi ( Mlr ,e ,aa.eooaerY — _ •Roaor0000awo1u as I_. u� AaW1ViA%If4Ss MM w Twfty sw � a�viuEtre""E . 0 •ValAO[CWI[R as f ��... IP4(Cr/01XWRY rO1K• btl •M1LiMNRCICWGOIT WaK�a�CErP[F� aKgaMFrCAYRllalypt2 YN aW1aT TYEq OtV4Awlat AtlNIMIM REONREOOPEN SPACE 15%RN PROVIDED OPEN SPACE; 0%14UMA01 w w Op.."W b� nd.l car r z7r RrmaR4wapry� las�n.c.�z,.. Isn 1 uTl f-4 Ceav W]a NrFmmaa Easw,vWpn OM l.Rlba�alRf�l 17 1 1Tx Nww-GaaXY aad Nfyrywlao! Hq. —W Rm. _ m Y x ru 0 r V.wcC jp T lilt �— . 2� � a �. a aC WIN IN 1�3 �« z`o.s�„�p QL � } > -+ ys r - L+�� jG��f�{ �� tlrsf' Soi��'"�.°Sq���I ]` �9ga�j$ }� O p �o � S z+ p3jg1 y- HIM tj oo S i IL )y 1 t- in h t li p<- - 4 ii 0 12 1�-- �I o v ao m 00 00 821Y 1000 SF 694.988 1 1 2 Total 65,669 2616 2833 5449 1521 932 2453 Shopping Plaza 40K-150K -Supermarket Yes Internal 34.8 706 1191 1897 10.4 143 112 255 Retail External 1910 1642 3552 1378 820 2198 Pass -By 6.2 118 101 219 6.2 85 51 136 Net New 1792 1541 3333 1293 769 2062 Single -Family Detached Housing 210 Dwelling Units 5,927 2 2 2 43,144 2904 1706 4610 795 2263 3058 Single -Family Attached Housing 215 Dwelling Units 1,700 2 2 2 12,904 579 437 1016 272 606 878 MultifamilyHousingLow-Rise Not Close to Rail Transit 220 Dwellin Units 1,173 2 2 2 7,594 331 194 525 93 293 386 8,800 Total 63,642 3814 2337 6151 1160 3162 4322 Residential Total Internal 27.2 1141 532 1673 3.2 34 106 140 External 2673 1805 4478 1126 3056 4182 General Office Building 710 1000 SF 105.006 2 2 2 1,211 29 144 173 154 21 175 MedicaLlDental Office Building -Stand -Alone 720 1000 SF 105.006 2 2 2 4,404 127 297 424 199 53 252 Office Park 750 1000 SF 138.500 2 2 2 1,787 27 168 195 288 36 324 Business Park 770 1000 SF 650.000 2 2 2 7,619. 197 560 757 676 119 795 998.512 Total 15,021 380 1169 1549 1317 229 1546 Office/]ndustrial Total Internal 37.1 225 349 574 15.1 137 96 233 External 155 820 1 975 1 1180 133 1 1313 Total 144,332 6810 6339 13149 3998 4323 8321 Internal 4,772 31.5 2072 2072 4144 7.5 314 314 628 Total External 139,560 4738 4267 9005 3684 4009 7693 Pass -By 355 2.4 118 101 219 1.8 85 51 136 Net New 139,205 4620 4166 8786 3599 3958 7557 Generation Rates from ITE Trip Generation Manual 11th Ed. nal Capture Rate from FSUTMS ;-by Capture volume based on lesser of: A) Rate per ITE Trip Generation Handbook 3rd Ed.; or B) County maximum allowable rate r Internal and Pass -by Capture volumes are the sum of the AM and PM results. Uses are represented by Office Park. Industrial uses are represented by Business Park. N 0 N -i G) rD rD m �r O 1 Ln C N v rD rz 3 m d n C c rD m co laloH o o v o 0 c - Ielluaplsaa o ri m o 0 O luaw y -Uleljulu3j 2 /ewaul3 � o n u lue�nelsaa ry „oi o n •� w � o o a i- - v Ile3aN m m o ,� c o y allyp a ti o m m c � � a N E - 15 x C u W C L c Ia;oH o o m o 0 O Iel;uaplsaa � ,,, v o o 0 ;uaw ¢ -ule3aa;u3 0 0 0 o 0 01 /ewaU13 ~ a u a ;ueanelsaa � o ,,, m --o � c v Ilelaa 9 v c - aD!il0 o _ m @ E c u x o c c .. E - xo C V w K Ia;oH o 0 0 0 00 0 0 0 0 0 Ielluaplsaa o m O1 m 0 o 0 o ti ;uaw -ulelialu3 0 o 0 0 0 0 0 0 0 0 0 a /ewaulj c 'v w lueanelsaa o 0 0 0o 0 o 0 6 0 m i o Ilelaa ti °' m w o o m aa.yo n ry o in in .� o - c F W F ry m m o c - u vi I o a m o � - m o _ ea r x ry m m v O s K V w C aulllx3 0 0 0 0 v lewawl Ia3oH o 0 0 0 0 o n Ielluaplsaa o F luaw t0 E -ulelJ0lu3 0 0 0 0 0 0 W /ewaUlj a 41 c ;ueanelsaa12 o o o 0 0 0 c 0 V Ilelaa m o o y o all}}o n o o N o a E- C p c E ' x IF-- N 1 Q (6 CU C a L Q (0 N V O Cp N L ca Y C I � Qj O � C m Q (ccn O C O F- Qj H � LL 2 I °o CC O cc c � O � N d L LI) Q I F•- Qcc N 1 I � N v Q V m O 3 ti c 0 lT--- c V 0 le!3uap!say V0 luaw 16 w -u!el78lu3 •'' H m o o - /ewaul7 w c � V a 7ueme;say N N m m w v m o � c `w o v c a3wo m m m m o � c Ia;oH o n n N m 'aa O `o le!luap!say w ;uaw iO ¢ -u!elialu3 0 < ca o o a w /ewaul m V n F lueme;say a ,01,E M ^' � o a v I!elay o_ v a c - aJW N m N V O a o _ la;oH o 0 o 0 o o lel;uap!say N ry ui m ai ry q o m m ;uaw -u!e;.relu3 0 0 0 00 0 0 0 0 0 0 r /ewaul:) on - c ;uelne;say o 0 0 0 0 0 c C r' � a3l4o N N N m m m O o O m 0 c c E E a •„ = w O h � V w � mi a ;c r z m o o O lu;OH o 0 0 0 o o 0 lelluap!say o 0 o 0 o 0 O a luaw ~ -uluva7u3 0 1 o 0 0 c /ewau!7 .W - c ;ue;ne;say rvo n o o o ^ 0 a I!elay m o o o ao!mo m o o a a o � \ G O °i 5 c 01 E V C 5 x - V 0 0 0 c `m c - n 0 0 ;y �w I .. N w - OC C O O a O1. o w 1 _ c \ E p ¢ � c a E V w v_ � 0 ~ 5u!;!x3 0 0 N lewalul m 0 lalOH o 0 0 0 0 0 le!;uaplsay r ;uaw -uleUalu3 o 0 0 0 0 0 c /ewau!q a ^' c ;uejne;say o 0 0 0 0 0 c a u i!elay m o o m o ,0 n .-+ N F- 1 Cumulative Development to Year 2042 Use ITE LU# 821Y Measurement Unit 1000 SF :#of Units 694.988 Daily 1 AM 1 PM 2 Trips Total Daily(2) Traffic 65,669 ion% � PM Peak In Out 2616 2833 Hour Total 5449 ion % AM In 1521 Peak I -lour Out 932 Total 2453 Shopping Plaza 40K-150K -Supermarket Yes Internal 23.2 470 792 1262 6.9 95 75 170 Retail External 2146 2041 4187 1426 857 2283 Pass -By 5.2 112 107 219 5.2 74 45 119 Net New 1203411934 3968 1 1352 1 812 12164 Single -Family Detached Housing 210 Dwelling Units 5,927 2 2 2 43,144 2904 1706 4610 795 2263 3058 Single -Family Attached Housing 215 Dwelling Units 1,700 2 2 2 12,904 579 437 1016 272 606 878 Multifamil Housing Low -Rise Not Close to Rail Transit 220 Dwelling Units 1,173 2 2 2 7,594 331 194 525 93 293 386 8,800 Total 63,642 3814 2337 6151 1160 3162 4322 Residential Total Internal 18.1 759 354 1113 2.2 23 70 93 External 3055 1983 5038 1137 3092 4229 General Office Building 710 1000 SF 105.006 2 2 2 1,211 29 144 173 154 21 175 Medical/Dental Office Building -Stand -Alone 720 1000 SF 105.006 2 2 2 4,404 127 297 424 199 53 252 Office Park 750 1000 SF 138.500 2 2 2 1,787 27 168 195 288 36 324 Business Park 770 1000 SF 650.000 2 2 2 7,619 197 1 560 757 676 119 795 998.512 Total 15,021 380 1169 1549 1317 229 1546 Office/Industrial Total Internal 24.6 149 232 381 10.0 91 64 155 External 231 937 1 1168 1 1 1226 1 165 11391 Total 144,332 6810 6339 13149 3998 4323 8321 Internal 3,174 21.0 1378 1378 2756 5.0 209 209 418 Total External 141,158 5432 4961 10393 3789 4114 7903 Pass -By 338 2.1 112 107 219 1.5 74 45 119 Net New 140,820 5320 14854 1 101741 1 3715 14069 17784 Trip Generation Rates from ITE Trip Generation Manual 1 ith Ed. Internal Capture Rate from ITE Pass -by Capture volume based on lesser of: A) Rate per ITE Trip Generation Handbook 3rd Ed.; or B) County maximum allowable rate Daily Internal and Pass -by Capture volumes are the sum of the AM and PM results. 0 c 0 la;oH o o a o 0 c m lel;uapisall o N o 0 w3uaw y -ule3lalu3 0 0 0 0 0 T /ewaup u V luelnelsay v 00 a � m c m I!e;ad a c o_ c c � c o ~ c I030H o o m o 0 O 0 le!luaplsay ., ,<, v o 0 w 3uaw D w -ulella4u3 0 0 0 0 0 ~ /ewaup m V H lUelnel5ay � 'y o m � c `a c Ilelay .°o c o_ v v c c m °1 a - = O c c a E v x V w O P- la;oH o 0 0 0 0 0 0 0 0 0 lel;uaplsay o ^ o 3uaw -ulellalu3 00 0 0 o 0 0 /ewaup m c G W luelnelsay o 0 0 0 0 0 m wlJiO m < � o m . m w .Y '� c _ H •`w F E. w W D o w y = E x y V W C _ m r w ry m o m Ia3oH o 0 0 0 0 0 0 Iel3uaplsay N m o o 0 a 3uaw �- -ulellalu3 0 o 0 0 0 0 0 0 0 py e /ewaup uxi A `a luelnelsay I o o c Ilelay 4o0 0 0 a71}}0 mo N 0 o 0 o 0 o e " Y = O C r = d E C 2 1 U W C _ d a a z c m - u o o m o 0 c c e LS e o � v m - � F W N Ol M m ? v � U � BuRIx3 o o IeWalul b o ry Ia3oH o 0 0 0 0 0 v. Iel3uaplsay o ,,, o 0 o N l= 3uaw -uiellalu3 0 0 0 o o 0 m /ewaup v d _ luelnelsay o 0 0 0 0 0 c 0 V Ilelay o m o m ODWO _ — = 0 .. = d E W d' V W h S = W c 0 !aloes c 0 le!luap!say w3uaw w -u!ellalu3 „' N m o o - /ewaul:17 v a V a lueine;say N N m ,dl In w O ° C1 O C v c a3!110 m loi io o `w w a c O m m = n •E C « w - ~ _ O s c° E x la3OH o In n N m `o v 3uaw ¢ -u!ellalU3 o a m o o °1 /ewau! ~ m a F- ;uejnelsay a o a c `w c I!elay ry o N v .i � x o v v - aa!}}O N m N o w l7 o � \ C _ � O O T., K V w la;°H 0 o 0 0 0 0 0 0 00 0 le!luap!say N � a � d � 1O ri � o o v ;uaw -u!eUalu3 o 6 0 0 0 0 0 g /ewau!:) m E W luemelsay o o 0 0 0 0 0 0 0 o 0 u I1elay ry N ✓N1 N RDWO. c0 O ry l0 N o m F` `79 c a tO- w O v w E '- x w F W F ti N ry MCH o o o o 0 o 0 ry Ie!luap!say � N � n o o 0 0 0 0 a 3uaw F- -u!eu9lu3 0 0 0 0 00 0 0 c /ewauq - `a luemelsay m 16 d v c I!e;au N o o ro m o w!4O n o o 0 n m 0 '; E f ULv O o z" E. v x° C V w o 0 n z - V ry ry o � o N eo _ c w N o o m o � _ o r o o n o m u F ,W I m I o o m N o a W m F- w N o 0 m 0 lD w u m C \ c w m m O z c E = F 5 V w C 2u!3!x3 o leuialul N n o m o a IaloH o 0 0 0 0 0 a le!luap!say N nml o 0 0 H 3uaw -uleljalu3 0 o 0 0 0 0 v w A ;umnelsay o 0 0 0 0 0 c a V i!e;aN o 0 0 ry 0 o a a°!340 o o m o a a✓ W _ � a� G � O C C C 5 Q v, a" 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 0.63 210 Single -Family Detached Housing 215 Single -Family Attached Housing Dwelling Units 7.20 1 7.62 -50.48 0.48 1 0.52 -5.70 0.31 0.57 1 0.60 -3.93 0.57 220 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 0.24 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 0.88 1.44 2 0.83 1.29 0.17 720 Medical/Dental Office Building -Stand -Alone 1000 SF 36.00 1 42.97 -108.01 3.10 2 0.90 1.34 0.79 3.93 1 4.07 -3.17 0.30 750 Office Park 1 D00 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 77D Business Park 1 D00 SF 12.44 1 10.62 715.67 1.35 2 0.94 0.59 0.85 1.22 2 0.88 0.93 0.26 821 Y 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 4 m F-� N fD CL O C ro n O M n' M 3 rr y d 3 O. m 3 r+ 3 UO W S i-t f/f \ § §a ~ C � � k / a a 2 ,■® Am ��\2 2 � � 2 0 ) wo )\// E £ �ƒ/. � �ttJ ip © a f` & k %\22 E (7 2 § /6cr � k k 2 CL ) / § R » � � 2 E k k E K g a L6 a 9q dul =! ! L § cq J � � \ f � | 7 ƒ ) k l GQ c \ x k ~x { .` YWx� � x k 2 s "*416 £ 3 I ... ° i 2 k x k t i 2 R s M a 0 N w � G � Im G C C CN CC, N � a 4 Zg n O` d > o z r1 10 C O N co c 0�NN SK N `•� •� 00 � = a W •CI `Qg o �i F � W m g E$° C z O Zp � ¢ m � � C o c H CI � Q Z o 0 x 1 i X G IL d X E I z o I � i •- J yy� X A � ^ x XA J x 3 dr co 2 a C $ o X Spu3 dul =.L • H \ k k �� Ia C k 5 ■2■ m -t # 0 §C� CD �22 \ 2 ) f 70x 2 � f�kk§%§ §)§ Vk �\\{ c�§ k mot% LL ; �k 2 z E I ( c § > za 2 < f f LU CL f § E ° 0 E k � [ . .. . Or y x ° f . x \ ! x . � 2 »: \ § . : x 2 \ Ct x � x - x ./ x . ~ � { ... 4x .. & i . x x XNQ cc � ■ 7 k § § x #@a =I k t \ § 7 + \ k k k I § � cc) ` e 2 « k ©� f Lo c o n04CN2 k ® o S? § a o & § 2 §k -� c / LL /�\ & � P -9 k C z5 20 k � w CL § § R ' o E x k k C #ndpi =I 2 � } 2 } f ! \ § I a y: 2 LL 2 2x 3 �^� E m � . ° � R x LL e 4 � r v d Im m I ` ai ig = c s�� a �U') m�pr-a o0v"'co n o 0 e C �E � 0 LU a w U. z d? m E biz °°ts .. C ° 0 zo i/i Q m t0 m Q W C to ci � C O a \� 4 5R i A n N Z m on a F2 I�-- u IE ff W � C � w � o a`= z Im 10--� ;LO r m%mm= m� 21v go C ? _ 0(D�o 0 >=a ` T § uj LL a z e m g�a d u 03 a,2 z� C zo Vi a 2 Q 4 B I 0 Q W 'O O a 9 0 \ k \ § 2 - $ � ■ / k CLU g2 # �'■ 2 ■R§2 C) ;r Bkƒk = f)} \i _ �\ f o ] c ^ � CL 0 ° L) � 2 /- 0 2 $ �z�� § k c > za 2 f ¢ V § < § I UA 0 CL f 2 § § e ® � a 2 ■ k � k t f n. 99 a .S M E P o v „ 'D c s=o 3N a C IM _x cH a C c cn g o _ a C LD-a �C>> C m r (D W N c a EOCL = m U 75Z J ZzF o m m m C9 � a •C a m Q r 0 ro 3 ar W V c O a a G 0 K X a • H 2 D. r. M d B C �• 0 r P O It O a G o N G Q CD c a a m 3N � 'a,3nmOC t7L-0C-,Mc w $ C a Q a o m p •0> C U E z °. �20 r. 75z > zo S o. 0 F � CI Q s r7 V. 0 cr W M O a e0 N x I 8 O I x ` I d x **3 F Xx x xx x z N x >5< K 0 x xx`x x xxx B s �" xx g x xx u� x W 3 x W,� a o LL $ .cQi R o x LL spu3 dul =1 N w I ro 0 H a_ s r co C � � m �LCE m o a toe � c N ~ O 1. W C C v� c � Q O W & O c N t!j 0,° O w` W ul CL IS .a Y. ECG C •Z4'�LOi tlJ 9 Q ❑ � O q� m 3 cr W V' � am o 'O C R •� � EL o X x c a x x x x xx 8 x ,-k x to' $ 4 ti u + X X 5 X, x x x X Xx X = x < X a x x x )C � AX 2 o QQ m a < W N LL VUB dNl=1 c i It F- V � (lI C 4 Im m $ _ 4—� a y� 0 !vo r�S C.0 C7O NNGGo O" > C C NLL 'COQ �0 Lcu 0 m 06 E o c moo ci �ZQ i EL c In 4 m O R tr W M C O a 0 x s x A = G X $ x x' X o x X x ?C a a XX X x v X X #x LL xx x x XX x x 8 b x xX x X x X Xx XX xx x m Xx �c x x x x �+� X A x 8 2 xx 3�4 s x X Xx XLY a X LL SPU3 dia =1 • S ig Ln 0 a H c .S E o � to al co s C C °1`3 a m�x_ 'd C O N G1 �3a0 c`�,i°'� LL C7 e V- +: o 10 � LL �§ C� l O a°ga O o C F $�om d m � Sao � ado 0 Cm C H � (� Q s r7 d x X 8 X Ck � = o X X` o X x x X x x x x x x % y x x x 8 a da x X xx xx 8 x x Xx X x x x x x X � �_x 94 m i X ��Ny x x 8 J G xX X x x x xX X 2 8 Xx �x w X X X m a+ 2 o i7 c r 8 $ 8 $ R C x spin dul=1 • 0 v a E a c b C .4 o �c) (ISr r C c a ° C vi u � cCO LL CN w c OLD LL o e rn N O L _A LL ° d a 9a o G > ¢o c :ii m 3 V 'C m IW C9 o 'd a ® o c o a s � x a X . 0 e LL V LL a x 9 fn g x X � x n a x .s UIT to K co8xX �x o 0 0 0 a � p0 G O O C r x LL spu3 dul =1 c� I 7 r, 0 d 2 a a r. d B s m o T yV� c 2!'Dc m „C! � CO •� rn _c p •Y Y = c Y � o Q LL mN �� aOC9NNn C O � ♦+ O C M 7."a u Q O w` 0•°�a o O E CD m Z C v m d � m •CL H co m d ¢ t� t G c� co 0 tLo C d C To C c U) 0Cm � 3 C °m m LL 3 V O p y� N • q Y o c CI a `y N r'�. 0. O tooMNM �p V ~'� I.,O O y LL O V. m N C1i Ll. O W d a �i o 0 u z G ¢ c 0 c, m r W rL r,a F Q O ® a � o x x e a x x Y LL � LL G o < 8 X 11 x a XX s x x s � XxX g o x W spug dul=1 • c� m 0 v 2 b T. s '2 m h r C Ln 3 •� Q LL o �QQ �O O � LL z a Y Q LL r! ao c ° 30 LL W o' O m ti a •a �LLc N C T C E q � 4 O fAz� V Isf O. Qp O O 3 Q m C7 W M a 0 o c H O Q O � a 0 0 0 X e x 'x ti LL x � V x y o O LL O g T x � j � o o w C J XX " G .Q x 0 0 0 0 0 0 0 o o 0 o g X a SPA dyl= L 11 p a F- ( ; k \ ® k G I� 26 \ qm a ��/ c §_] k �m e 0 ■2a}B e■�o�g\2 « �# @ U) u I ;i ; 00 0 § H e 2$§{ LL c[k 0 'Cc -j,b 2 a ��\a 2 ■ § w Ck. \ § k ° a 2 E k k x x / 2 � r .. 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Qp 0 C L CL G� ® `� cr W O m s m t � o � a :c s a 8, g s a x X u X 8 Ci LL � iG W X X o 8 is n r X $ X L c 0 0 0 0 p0p S O O G O C C n o m e X LL $pus 01. =1 • 2 T. m c .R N V � N � � 3 ao yyW a CL M all 7 m 11CC V Yv' r N Q o O to � t' coo r 1 in ai c ni c y p LL C �mS.� W O 'Co. F� *: E c:) c N- Z -oo z� FLa a vs J a o c � = m a m a o i C m � M F i :c c 0 cr W m c t0 O a F q rl d � & � ■ \ @ \ 9_$ 2 2I2 CL I��j2 « � � �''� f§ao�Q%■ Iwo ® �� 0J7 00 0k o�)- c �) CD LU ■ ' a e o f2 § � ) �) /\ E k /a 2 C I a CL § o G rCLID § � � ƒ 2 � k tr w k CL 2 � § 2 J & x @ ~xx >0< x w\ . / �XX ~ | ■2� x x~ \ U. x x\ x � \ ■ &x x ~ X / x x x* ® ` § x x ( � £ � I � is 7 g g 2 x iz @ndv.L =I j � « k ■ � k k k e A I�- O cr N fA O O CD dl N U 00 E O O N O ON O O O O O M d O ` N CL N N O CL c cl N E N y y N N N E O O N O D D O O N O O O O CL y y Ol NCl N E U C W N d O E E E— 0 rp t) NC i t0/1 U •(a U U Cj N «5 N y N N N 0 M , tip C_ A= r � M N� M N N Ln .0 Y C p� — N C = � 3 cr >` N O 7+ CO ,M C L � E 10 N V N � 7 0 ll .�- L 3 E O CD O ..0.. O u u 1� :t O L C X a y y l"' U w LL LL LL LL LL LL LL LL � I� O m N m m to to O O O O Ol y Ly N O n 00 00 Ot O O O O O O - N O I, O 00 O O O O O W LT Ili m c Ln O o Ln m O o O o O o m Q1 .-i W Ili C O Ln O O Ln .-i '-i o v Ln Ln oo o m (p YO N o o Ot O O m Ln Ln 1p c-I rl ci 1p Ln F- ~ Ln O to O O L N Ln r, O O rl rl N N rl N Ln r,•` ❑ NN Go Qt c-I Ln N O Ln 00 E ❑ ❑ ❑ F-m s` Ol <D — O O O j U C L o0 m O o O o O O N N -a U 'O 0 m 3 m Ln ON v j_ Y Y 2 U F N Z O O O LL H F A F - m m ❑ LL 7 O O f' O O N Ol O O O 01 Ln Ln F H O O O O H O! 3 Noo o0 m c o o T m m o I m o 06 c c m o 0 o N m a o m �o o o N o. j c-I O LD o0 N m O O 01 T m .m-I oo � � p > Cl L LY bD o0 N O w mo bn m a m o c c c - c m c L O O O O C = o = a m v v v oo v Ln m c v U in c u o y a o o o o p v v a m m o ❑ o a= o�� v� V Li LL LL LL OCO bC0 0 (0 d n. LL H � Lia ;� in in in Ln C7 O O O m w O O Ln O O O O O O O O O ci N rl N .-i N N N N N N N W N N co ci r" N N Ln t` Ln r, rf n t\ N to > > D � � p t N s U y m u u Y y m � t O f0 — l0 — (O o o •O O ¢ p i0 o o c u o J E E E U/ Q _ - - m LL LL LL LL (O N C C C C b0 w LN > > > o v in in in Q v v K O 2 U U U c w F- 0 Absorption Schedule to the Year 2042 Land Use River- grass Long- 1 Water Town Core Bell- mar Total Size Units Employ- ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students ,Single Family Detached Dus 1,703 1,703 DUs 1703 Single Family Detached Dus - - DUs Single Family Attached DUs 837 837 DUs 837 Multi -Family Dus 260 260 DUs 260 Affordable Housing - - j Retail 80,000 80,000 SF 3 240 Retail - - SF 3 Office - - SF 4 Medical -Dental Office - - SF 4 Civic/Institutional 26,000 26,000 SF 4 104 Civic/Institutional - - SF 4 .Civic/Institutional - - SF 4 Industrial - - SF 2 Elementary School SF 0.97 I Elementary School Students Total 1703 1097 0 240 104 0 j Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 O TAZ1S TAZ10 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 1148 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 2248 1648 8 COLLIER 2248 12021 1703 7 11 3406 2 0 33 67 1097 8 12 2128 1.94 0 17 83 Other 2015 2248 1648 8 COLLIER 2248 12021 0 0 0 0 1 0 0 100 0 0 0 0 1 0 0 100 0 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- iTM - 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 1.73 0.85 New 2248 2800 5534 1.98 47014 760 1.73 0.85 2380 0 240 104 344 0 0 0 0 0 0 0 0 Other 2015 2248 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O Absorption Schedule to the Year 2042 Land Use River- grass Long- Water Town Core Bell- mar Total Size Units Employ ees per KSF SF IMF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Detached Dus 1,925 1,925 DUs 1925 Single Family Detached Dus - - DUs Single Family Attached DUs 550 550 DUs 550 Multi -Family Dus 275 275 DUs 275 Affordable Housing - - Retail 85,000 85,000 SF 3 255 Retail - - SF 3 Office - SF 4 Medical -Dental Office - - SF 4 Civic/Institutional 27,500 27,500 SF 4 110 Civic/Institutional - - SF 4 Civic/Institutional - SF 4 Industrial - SF 2 Elementary School SF 0.97 Elementary School Students I Total 1925 825 0 255 110 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 -i s F 0 n 77 n 0 0 c 0 0 TAZ15 TAZ10 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 1925 7 11 3850 2 0 33 67 825 8 12 1601 1.94 0 17 83 Other 2045 2322 1722 8 COLLIER 2322 12021 10 7 11 82 8.2 0 0 100 0 0 0 0 1 0 0 100 2045 2015 2322 1722 8 COLLIER 2322 12021 0 0 0 0 1 0 0 100 0 1 0 0 0 1 0 1 0 100 0 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 V RS- 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 1.73 0.85 New 2322 2750 5451 1.98 47014 760 1.73 0.85 2338 0 255 110 365 0 0 0 0 0 0 0 0 Other 2045 2322 10 82 8.2 47014 760 1.73 0.85 9 0 0 0 0 0 0 0 0 0 0 0 0 2045 2015 2322 0 0 0 0 1 0 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1�, a 1 �0 a I �i N n 'o' N 0 a a OW ° rD rb — o � n d o D �^ N N Q W � N zs- N ry 0 ti W (D 0, FT 0 0 0 0 c 3 ac 0 o_ C 0 S Absorption Schedule to the Year 2042 Land Use River- grass North Long- Water Town Core Bell- mar Total Size Units Employ- ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Detached Dus 909 909 DUs 909 Single Family Detached Dus - - DUs Single Family Attached DUs 313 313 DUs 313 Multi -Family Dus 203 203 DUs 203 Affordable Housing - - Retail - SF 3 Retail SF 3 Office SF 4 Medical -Dental Office SF 4 Civic/Institutional SF 4 Civic/Institutional SF 4 Civic/Institutional SF 4 Industrial SF 2 Elementary School SF 0.97 Elementary School Students Total 909 516 0 0 0 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 0 w b (D I I `i Ln Ln n o' o G ° rD Ln oa m m V) fb z � o a I It =r D Q N -� n N �- u, ti N o V1 w rD 6 n O n n 0 N C rr aq Qq Cn C 0 N 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 O 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 2515 1917 8 COLLIER 2515 12021 909 7 11 1818 2 0 33 67 516 8 12 1001 1.94 0 17 83 Other 2045 2515 1917 8 COLLIER 2515 12021 1000 7 11 2001 2 3 49 48 250 8 12 485 1.94 0 2 98 2045 2015 2515 1917 8 COLLIER 2515 12021 0 0 0 0 0 3 49 48 0 0 0 0 1 0 2 98 0 0 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 i YS- 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 1.73 0.85 New 2515 1425 2819 1.98 47014 760 1.73 0.85 1211 0 0 0 0 0 0 0 0 0 0 0 0 Other 2045 2515 1250 2486 1.99 47014 760 1.73 0.85 1063 0 0 0 0 0 0 0 0 0 0 0 0 2045 2015 2515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 177 Absorption Schedule to the Year 2042 Land Use River- grass South Long- Water Town Core Bell- mar Total Size Units Employ ees per KSF SF IMF Indust- rial Employ ees Com- mercial Employ ees Service Employ ees Student s Single Family Detached Dus 890 890 DUs 890 Single Family Detached Dus - - DUs Single Family Attached DUs - - DUs Multi -Family Dus 185 185 DUs 185 Affordable Housing - - Retail 80,000 80,000 SF 3 240 Retail - - SF 3 Office - - SF 4 Medical -Dental Office - - SF 4 Civic/Institutional 25,000 25,000 SF 4 100 Civic/Institutional - - SF 4 Civic/Institutional - SF 4 Industrial - - SF 2 Elementary School SF 0.97 Elementary School IStudents Total 890 185 0 240 100 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 0 u a ¢' cn m v `^ a Z3 Vf a O �c` C `^ D l N Z3- N ^' 00 0 V w O TAZ15 TAZ10 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 2870 8 COLLIER 2870 12021 890 7 11 1780 2 0 33 67 185 8 12 359 1.94 0 17 83 Other 2015 2870 2236 8 COLLIER 2870 12021 0 0 0 0 1 0 0 100 0 0 0 0 1 0 0 100 it--j 10 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 VERS- I,T,Y 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 1.73 0.85 New 2870 1075 2139 1.99 47014 760 1.73 0.85 914 0 240 100 340 0 0 0 0 0 0 0 0 Other 2015 2870 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LA T tA en LA 0 0 O x d = C W nn c 0 a Q� c c c 0 .�p V O Q N C F d� o� y c a � v C 1.1 C N �p O CC C S m O 0 d l o� 0 � � fn a M N a 0 0 bn Y 7 c 0 V u U 0 U v a F 0 n 0 0 c 0 ct 0 0 Absorption Schedule to the Year 2042 Land Use River- grass Long- Water Town Core Bell- mar Total Size Units Employ- ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Detached Dus - DUs Single Family Detached Dus - DUs Single Family Attached DUs - - DUs Multi -Family Dus - - DUs Affordable Housing 882 882 DUs 882 Retail - SF 3 Retail - SF 3 Office - SF 4 Medical -Dental Office - SF 4 Civic/Institutional SF 4 Civic/Institutional SF 4 Civic/Institutional - SF 4 Industrial SF 2 Elementary School - SF 0.93 83 Elementary School 919 919 Students 919 Total 882 0 0 0 83 919 Elementary School capacity per Collier County Public Schools D O fl.. d rrD 2 0 C as m O m m E rn 3 m LA n s 0 O O O n 0 rn D N N lD A 0 0 COUNTY ST SF SF SF SF 0 SF 1 SF 2 MF MF MF PCT MF MF MF 0 MF 1 MF 2 TAZ 15 TAZ 10 CC NAME ZONE CNN 5FDU PCT PCT SF POP POP AUTO AUTO AUTO DU PCT VNP POP POP AUTO AUTO AUTO VAC VNP DU VAC DU 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 7 11 2 0 33 67 8 12 1.94 0 17 83 AVERAGE New 2944 8 COLLIER 2944 12021 882 7 11 1764 2 0 33 67 0 8 12 0 1.94 0 17 83 RESD RESD POP P HH IN- HH INC HHLD WRKR WORK- IND COMM SERV TOT HM HM HM UNI- SHORT LONG TAZ 15 SCHOOL - NOTES HHLD POP HHLD COME INDEX SIZE ERS EMP EMP EMP EMP DU OCC POP iTM PARK PARK HHLD 214-1 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 47014 760 1.73 0.85 AVERAGE New 2944 882 1764 2 47014 760 1.73 0.85 750 0 0 83 83 0 0 0 919 0 0 0 0 Absorption Schedule to the Year 2042 Land Use River- grass Long- Water Town Core Town Center North Bell- mar Total Size Units Employ- ees per KSF SF MP Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Ingle Family Detached Dus 50D 500 DUs 500 Ingle Family Detached Dus - DUs Ingle Family Attached DUs - DUs Multi -Family Dus 25D 250 DUs 250 Affordable Housing - - DUs Retail - - SF 3 Retail 239,999 239,999 SF 3 720 Office - - SF 4 Medical -Dental Office SF 4 Civic/Institutional SF 4 ivic/Institutional 10,000 10,000 SF 4 40 Civic Institutional 30,000 30,000 SF 4 120 Industrial 650,000 650,000 SF 2 1300 Total 500 250 1300 720 160 0 uidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 1�, V -1 a o 3 � n o rD Z3 —I a D N ^ N l0 �A rn a ti 0 ti w rD 0- 0 n 77 0 0 N h O C O N TAZ 15 TAZ 10 CC COUNTY NAME ZONE ST CNN 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 2946 2238 8 COLLIER 29461 12021 500 7 11 1000 2 0 33 67 250 8 12 485 1.94 0 17 83 Other 2015 2946 2238 8 COLLIER 2946 12021 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 TAZ15 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 VERS- rry 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 1.73 0.85 New 2946 750 1485 1.98 47014 760 1.73 0.85 638 1300 720 160 2180 0 0 0 0 0 0 0 0 Other 2015 2946 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fD Cr n O n n 0 0 i= _h �Q 0 C 0 0 N D Absorption Schedule to the Year 2042 Land Use River- grass Long- Water Town Core Town Center North Bell- mar Total Size Units Employ- ees per KSF SF IMF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Detached Dus DUs Single Family Detached Dus DUs Single Family Attached DUs DUs Multi -Family Dus DUs Affordable Housing - DUs Retail 209,989 209,989 SF 3 630 Retail - - SF 3 Office 105,006 105,006 SF 4 420 Medical -Dental Office 105,006 105,006 SF 4 420 Civic/Institutional 20,000 20,000 SF 4 80 Total 0 0 0 630 920 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 O O z o Q 3 � fD ff rD Z a 0 y D ° N a N v W o � w to 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 D 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 2949 8 COLLIER 2949 12021 0 7 11 0 2 0 33 67 0 8 12 0 1.94 0 17 83 Other 2015 2946 2238 8 COLLIER 2946 12021 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 n rD n 0 O 7 r=r 7 0 0 D 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 VERS- 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 1.73 0.85 New 2949 0 0 #DIV/0! 47014 760 1.73 0.85 0 0 630 920 1550 0 0 0 0 0 0 0 0 Other 2015 2946 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IS i+W o ° o FQ O 3 � o G •W) 6 � O u 6 ? ,q o g v g g R 9:a cg !- C' ao o 4.0 z „ti, *� H yip 0 p$Ej u ri O C 6 0 a o O 4+w � � � -- •X eta b 4u51 a li � W as °' �•a.� W�r� b �� � ��� .� �� �,� �.��o c� «f 'rl� CGy ,F�i O ' �^u+ v w, '' " � % � ed '� a ti '^ � L •� � � T �. W'��,� o �, v M is 2 Y N v'•� oc `�p� F11 �0 u `yti as WPOr4 c°'^fl��" o ° a� 0 � .� t% (j G 5 w0.2a, boo ''" b a b N 5 y. � 1.9 00 Orvs w NOQ ✓ r�.l E`a Q /-, ,eat ;�a � ,vq '"'- •� � a c 0 Ln tw N c 0 v Y O v Gl F- �S t P-0 y .: PC ai O ulb H O Land Use ITE LUC Hyde Park 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 1,500 1,500 DUs 1500 Multi -Family Dwelling Units 300 300 DUs 300 Retail 820 - Shopping Center 45,000 45,000 SF 3 135 Civic/Institutional 750 - Office Park 18,000 18,000 SF 4 72 Total 1500 300 0 135 72 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 -i COUNTY ST SF SF SF SF 0 SF 1 SF 2 MF MF MF PCT MF MF MF 0 MF 1 MF 2 Year TAZ15 TAZ10 CC NAME ZONE CNTY SFDU PCT PCT SF POP POP AUTO AUTO AUTO DU PCT VNP POP POP AUTO AUTO AUTO VAC VNP DU VAC DU 2045 2615 1974 8 COLLIER 2615 12021 1054 7 11 2907 2.76 0 40 60 0 16 38 0 1 0 2 98 2045 2616 1975 8 COLLIER 2616 12021 1820 12 16 5019 2.76 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 13 16 2.61 2 24 74 12 22 1.3 3 3 94 AVERAGE New 2948 8 COLLIER 2948 12021 1500 13 16 LL- 3915 2.61 2 24 74 300 12 22 389 1.3 3 3 94 1°1 0 RESD RESD POP P HH IN- HH INC HHLD WRKR WORK- IND COMM SERV TOT HM HM HM UNI- SHORT Year TAZ15 HHLD POP HHLD COME INDEX SIZE ERS EMP EMP EMP EMP DU OCC POP SCHOOL iTM- PARK HHLD 2045 2615 1054 2907 2.76 91148 1473 2.89 1.32 1391 2 153 1120 1275 0 0 0 3786 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 2045 2516 2366 5269 2.23 60388 976 2.89 1.32 3123 124 169 330 623 0 0 0 0 0 0 Source 60811 983 2.89 1.32 AVERAGE New 2948 1800 4304 2.39 60811 983 2.89 1.32 2376 0 135 72 207 0 0 0 0 0 0 0 Year TAZ 15 TAZ10 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 2.76 0 40 60 0 16 38 0 1 0 2 98 2045 2616 1975 8 COLLIER 2616 12021 1820 12 16 5019 2.76 51 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 Source4 Source AVERAGE 13 16 2.61 2 24 74 12 22 1.3 3 3 94 New 2516 8 COLLIER 2516 12021 416 13 16 1086 2.61 2 24 74 150 12 22 195 1.3 3 3 94 Other 2015 2516 1918 8 COLLIER 2516 12021 364 20 21 952 2.62 0 0 100 0 0 0 0 1 0 0 100 0 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 17RYS- SHORT PARK LONG PARK 2045 1 2615 1054 12907 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 2.23 60388 976 2.89 1.32 3123 124 169 330 623 0 0 0 0 0 0 0 Source4 Source AVERAGE 60811 983 2.89 1.32 New 2516 566 1281 2.26 60811 983 2.89 1.32 747 124 34 258 416 0 0 0 0 0 0 0 Other 2015 2516 364 952 2.62 60388 976 2.89 1.32 480 6 1 14 21 0 0 0 0 0 0 0 (dfldO 1 GH313 '9bS000OOZOZId M90 ULZ-£-£ UHOB Boded;;elg :luowgoe;lb A vi Q o; = al r' N U v °,', N tiv-. y v v 'y c- w� W c O "�V `� A. .O OA *I o41 d v o s o n v o 44 o o not vy 4� y P oo. y `v vim' :�"� 0 may+ O v '~3. O wti "Ci CID r Gpo `o w, ,: p, 1vy� a p1 u� • v n o Ts pu ,�a y d o 2 v v v ' .... .n O y N 4w v OU v _ 4r 'O i^ C, O L.. M y /1 y y �r, _A r r• p y ae 0 51 ' ^ i • � •n 44j . �' b N yF�'� i V� l i a-+.::tea-11J ya.., '� G x _w 'C y ,Q0p c: is o o C] in a; v 'b v O7, C O O4 �'% p s .ri O b v O O `" O i O vS o .Nwo y '3 f0 l-+ y+ a ._ ', N a s a n d w, O 41 v /._, V •FI '��. y -d M V O �L v O r� W p ,-) 'ii y �'� r ^.. O. �: r v ;� ti-• .0 Q .�i �'i 'O f b'�-• ,O MI IL,? .p v w 'y�i •� .�•� O y �j y •• W� / .y.. O 6•-1 �n o O O qj w �% .� O tom^. t.. t: M c7 in �• dyq 1! �y rr b bl, �!.' .'�- ,n a, y O O vO.. '--' C ,a �� .•ty+a woky��, woo b P CD V n.V c;o o ~.an$oP ��' o_ V p .y'-. n; `� r,_•' P. r! �' b,, O L1. C.] G y �"' U pO,y, .. ." q. �' ..�.' 'V'Ti 0 .,�1 v N O ..'^. t' V `�, N i-� r� �.�.' o v {r+ a y -R � {�O � `-. 'dj . � V g `may y 4y. 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E, ESTATES I I Z WRESERVE• .'. RESIDENTIAL +'+mitt m 20• WIDE TYPE'0' LANDSCAPE BUFFER 20' wIDE TYPE— �+ Y LANDSCAPE ' poi e^1 TkL4 Ali ME6�, ��f� ('iiBUFFER MINIMUM &FOOT X WIDE LANDSCAPE 15' VADETYPE'R LANDSCAPE BUFFER J I r BUFFER 1 JJ RESERVATION 8' U.E. AND D.E. O.R. 97, PAGE 493 I (SEENOTE#2) _ (TO BE VACATED OR MODIFIED) ' "{ E, ESTATES 10 ( RESIDENTIAL I C C m I PROJECT BOUNDARY i 1 ` 20'WIDE TYPE - VEHICUTAR/PEDESTRIAF!—, `. D' LANDSCAPE 15'WIDETYPE—�`�� INTERCONNECT I BUFFER LANDSCAPE B BUFFER ILEGEND ,BUFFER PER LDC AT TIME OF SDP ,Al DEVIATION E, ESTATES UNDEVELOPED(PROPOSED MPUD PL20190002356) iC COMMERCIAL i } I O m,I O } O } 18F.P.L. EASE'MENTO.R,. BOOK 3945; PAGE 14" AND f 4 O.R. BOOK 3824; PAGF-2314 r 1 i }r ORANGETREEI13LVO } k 4 15 F.P.I._ EASEMENTO.R. BOOK 3824, PAGE 2314 AND } O.R. BOOK3893. PAGE273 t Ii N i } SCALE: 1"=2oo' o.mwwwo .. �..... Grady�IInor ��.»v�, r.uru..nm, wsw BCRD f CPUD�� EXHIBIT C aw FTpueva 1 ena sm.meee nw. 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' Q x U' ` J fFtlac :U ` o r U N O azip w U' U ® aw f of 4 e¢C a\N 60 F \, O N aWa N� to _-- -------- — --- — ----------^------------------------------------- Atd332f1Sff3O— -- i i f » W .1 Jt Q I I a <p u t vwz 1 W� 1 I m>a a \\ n Uri ui13 nzw 1 I. yioa I�ii I I � z a j j N = 1 tad nQi i t I 1 � S i � s W Ogg rl v 1= a H Indust- Com- Employ- rial mercial Service Randall ees per Employ- Employ- Employ - Land Use Curve BCHD-1 Total Size Units KSF SF MF ees ees ees Students Single Family Dwelling 65 65 DUs 65 Units Multi -Family Dwelling 400 400 DUs 400 Units Retail 150,000 200,000 350,000 SF 3 1050 Total 65 400 0 1050 0 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 0 F a a W I n 2 0 0 0 a m � d � a n i m :S; D N v N � 00 w cfl rn C 0 0 77 n 0 0 N rt 7 0 0 0 N Year TAZ 15 TAZ10 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 1148 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 2896 8 COLLIER 2896 12021 65 7 11 130 2 0 33 67 400 8 12 776 1.94 0 17 83 Other 2045 2896 2263 8 COLLIER 2896 12021 65 7 10 179 2.75 0 40 60 0 16 38 0 1 0 2 98 2045 2893 2260 8 COLLIER 2893 12021 425 18 18 1172 2.76 0 40 60 0 16 38 0 1 0 2 98 2015 2896 2263 8 COLLIER 2896 12021 27 7 10 71 2.63 0 40 1 60 0 16 38 0 1 0 2 98 0 0 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- ITY - SHORT PARK LONG PARK 2045 2248 2600 5156 1.98 47014 760 1.73 0.85 2210 0 102 195 297 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 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 1.73 0.85 New 2896 465 906 1.95 47014 760 1.73 0.85 395 0 1050 0 1050 0 0 0 0 0 0 0 Other 2045 2896 65 179 2.75 91148 1473 2.92 1.32 86 0 71 137 208 0 0 0 0 0 0 0 2045 2893 425 1172 2.76 91148 1473 2.89 1.32 561 11 0 10 21 0 0 0 0 0 0 0 2015 2896 27 71 2.63 91148 1473 2.92 1.32 36 0 2 3 5 0 0 0 0 0 0 0 TBC-INTRA_DAY.DBF - 5/24/22 Zone PROD TOT ATTR TOT TOTV TOT Per- cent of Town Total INTRA_ TOT EXT- ERNAL TOT INT- ERNAL TOT PCENT TOT 2248 11,094.05 11,094.19 22,188.24 25.0% 1,198.75 19,791 2,397 10.8% 2322 11,064.41 11,064.55 22,128.96 24.9% 1,715.65 18,698 3,431 15.5% 2515 5,029.02 5,029.11 10,058.12 11.3% 152.21 9,753 304 3.0% 2870 5,065.02 5,065.05 10,130.07 11.4% 162.42 9,806 325 3.2% 2946 7,984.76 7,984.67 15,969.43 18.0% 584.12 14,801 1,168 7.3% 2949 4,182.15 4,182.03 8,364.18 9.4% 16.03 8,332 32 0.4% Total 44,419 44,420 88,839 100.0% 3,829 81,181 7,657 8.6% External to the Town = 81,181 - 20,350 = 60,831 Total Town Capture = 7,657 + 20,350 = 28,007 Intra-zonal capture as % of total trips = 7,657 / 88,839 = 8.6% Inter -zonal capture as % of total trips = 20,350 / 88,839 = 22.9% Town Internal Capture Rate = 28,007 / 88,839 = 31.5% Inter -Zonal Trips Between Project Zones Zone Sel zone 1 2 3 4 5 6 sum 2515 1 0 0 0 0 0 0 2515 1 342 590 500 216 416 2064 2870 2 342 669 492 265 290 2058 2248 3 590 669 2075 1201 832 5367 2946 4 500 492 2075 1965 139 5171 2322 5 216 265 1201 1965 183 3830 2322 5 0 0 0 0 0 0 2949 6 416 290 832 139 183 1860 Inter -Zonal Sum 20,350 Table contains the selzone vols on each centroid connector from other TBC zones. W .X M wl J z C) E tm CA v 0 0 Ln to i+ C Q V Y U ID# Road# Link From To Exist Road Min Std Peak Dir Peak Hours 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 WC 2021 w/TB L O S Traffic Counts Year Expected Deficient Trip Bank Year Expected Deficient 1.0 CR31 Airport Road Immokalee Road Vanderbilt Beach Road 4D D N 2,200 1,540 39 1579 621 71.8% C 2.1 CR31 Airport Road Vanderbilt Beach Road Orange Blossom Drive 6D E N 3,000 2,100 43 2143 857 71.4% C 3.0 CR31 Airport Road Pine Ridge Road Golden Gate Parkway 6D E N 3,000 2,000 14 2014 986 67.1% C 4.0 CR31 Airport Road Golden Gate Parkway Radio Road 6D E N 2,800 2,210 3 2213 587 79.0% D 5.0 CR31 Airport Road Radio Road Davis Boulevard 6D E N 2,800 2,130 0 2130 670 76.1% D 16.2 SR84 Davis Boulevard Radio Road Collier Boulevard 6D E W 3,300 1,430 326 1756 1544 53.2% C 17.0 CR876 Golden Gate Boulevard Collier Boulevard Wilson Boulevard 4D D E 2,300 1,990 15 2005 295 87.2% D 2028 18.0 CR886 Golden Gate Parkway US 41(Tamiami Trail) Goodlette-Frank Road 6D E E 2,700 1,640 13 1653 1047 61.2% C 19.0 CR886 Golden Gate Parkway Goodlette-Frank Road Airport Road 6D E E 3,550 2,720 1 2721 829 76.6% D 20.1 CR886 Golden Gate Parkway Airport Road Livingston Road 6D E E 3,550 3,030 17 3047 503 85.8% D 2027 20.2 CR886 Golden Gate Parkway Livingston Road 1-75 6D E E 3,550 3,210 0 3210 340 90.4% D 2027 21.0 CR886 Golden Gate Parkway 1-75 Santa Barbara Boulevard 6D E E 3,300 1,920 14 1934 1366 58.6% C 22.0 CR886 Golden Gate Parkway Santa Barbara Boulevard Collier Boulevard 4D D E 1,980 1,690 60 1750 230 88.4% D 2028 25.0 CR851 Goodlette-Frank Road Pine Ridge Road Golden Gate Parkway 6D E N 3,000 1,760 16 1776 1224 59.2% C 26.0 CR851 Goodlette-Frank Road Golden Gate Parkway US 41(Tamiami Trail) 6D E 5 2,700 2,510 0 2510 190 93.0% D 2025 2025 27.0 Green Boulevard Santa Barbara Boulevard Collier Boulevard 2U D E 900 700 10 710 190 78.9% C 30.1 CR951 Collier Boulevard Immokalee Road Vanderbilt Beach Road 6D E N 3,000 1,830 615 2445 555 81.5% D 2030 30.2 CR951 Collier Boulevard Vanderbilt Beach Road Golden Gate Boulevard 6D E S 3,000 1,400 98 1498 1502 49.9% B 31.1 CR951 Collier Boulevard Golden Gate Boulevard Pine Ridge Road 6D E N 3,000 2,340 124 2464 536 82.1% D rD 0 0 n 0 0 3 N c rr 0 on U, 0 c 0 N 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 31.2 CR951 Collier Boulevard Pine Ridge Road Green Boulevard 6D E N 3,000 2,340 151 2491 509 83.0% D 2031 32.1 CR951 Collier Boulevard Green Boulevard Golden Gate Pwky 4D D N 2,300 1,420 49 1469 831 63.9% C 32.2 CR951 Collier Boulevard Golden Gate Pwky Golden Gate Main Canal 4D D N 2,300 1,800 241 2041 259 88.7% D 2028 32.3 CR951 Collier Boulevard Golden Gate Main Canal 1-75 8D E N 3,600 1,800 318 2118 1482 58.8% C 33.0 SR951 Collier Boulevard 1-75 Davis Boulevard 8D E N 3,600 2,260 313 2573 1027 71.5% C 34.0 CR951 Collier Boulevard Davis Boulevard Rattlesnake Hammock Road 6D E N 3,000 2,130 453 2583 417 86.1% D 2031 35.0 CR951 Collier Boulevard Rattlesnake Hammock R US 41 (Tamiami Trail) 6D E N 3,200 2,050 421 2471 729 77.2% D 42.1 CR846 Immokalee Road Airport Road Livingston Road 6D E E 3,100 2,100 11 2111 989 68.1% C 42.2 CR846 Immokalee Road Livingston Road 1-75 6D/8D E E 3,500 3,110 30 3140 360 89.7% D 2027 43.1 CR846 Immokalee Road 1-75 Logan Boulevard 6D/8D E E 3,500 2,320 535 2855 645 81.6% D 43.2 CR846 Immokalee Road Logan Boulevard Collier Boulevard 6D E E 3,200 2,280 919 3199 1 100.0% E 2022 44.0 CR846 Immokalee Road Collier Boulevard Wilson Boulevard 6D E E 3,300 2,710 993 3703 (403) 112.2% F Existing 45.0 CR846 Immokalee Road Wilson Boulevard Oil Well Road 6D E E 3,300 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 48.0 Logan Boulevard Vanderbilt Beach Road Pine Ridge Road 2U D N 1,000 590 87 677 323 67.7% C 49.0 Logan Boulevard Pine Ridge Road Green Boulevard 4D D 5 1,900 1,490 50 1540 360 81.1% D 50.0 Logan Boulevard Immokalee Road Vanderbilt Beach Road 2U D N 1,000 650 34 684 316 68.4% C 51.0 CR881 Livingston Road Imperial Street Immokalee Road 6/4D D N 3,000 1,770 119 1889 1111 63.0% C 52.0 CR881 Livingston Road Immokalee Road Vanderbilt Beach Road 6D E N 3,100 1,750 22 1772 1328 57.2% C 0 w ,n a rb H y I Ln n I Ln ro n 0 3 N 0 C C ti 3 ro a O H ti I a n S N O W rD cr n O n 0 0 c 0 as N 0 c ,-r 0 ID# Road# Link From To Exist Road Min Std Peak Dir Peak Hours 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 53.0 CR881 Livingston Road Vanderbilt Beach Road Pine Ridge Road 6D E N 3,100 1,490 0 1490 1610 48.1% B 54.0 CR881 Livingston Road Pine Ridge Road Golden Gate Parkway 6D E N 3,100 1,330 56 1386 1714 44.7% B 55.0 CR881 Livingston Road Golden Gate Parkway Radio Road 6D E N 3,000 1,680 32 1712 1288 57.1% C 58.0 N. 1st Street New Market Road SR-29 (Main Street) 2U D N 900 620 24 644 256 71.6% C 59.0 New Market Road Broward Street SR 29 2U D E 900 610 28 638 262 70.9% C 61.0 Camp Keais Oil Well Road Immokalee Road 2U D S 1,000 290 211 501 499 50.1% B 67.2 CR896 Pine Ridge Road Livingston Road 1-75 6D E E 3,900 2,650 84 2734 1166 70.1% C 68.0 CR896 Pine Ridge Road 1-75 Logan Boulevard 6D E E 2,800 2,480 126 2606 194 93.1% D 2025 69.0 CR856 Radio Road Airport Road Livingston Road 4D D E 1,800 1,030 58 1088 712 60.4% C 75.0 CR864 Rattlesnake Hammock Ro Santa Barbara Boulevard Collier Boulevard 6D E W 2,900 770 181 951 1949 32.8% B 76.0 Santa Barbara Boulevard Green Boulevard Golden Gate Parkway 4D D N 2,100 1,540 0 1540 560 73.3% C 77.0 Santa Barbara Boulevard Golden Gate Parkway Radio Road 6D E N 3,100 2,120 54 2174 926 70.1% C 82.0 SR29 SR 29 1-75 Oil Well Road 2U D N 900 140 67 207 693 23.0% B 83.0 1 SR29 SR 29 Oil Well Road CR 29A South 2U D N 900 440 79 519 381 57.7% C 84.0 SR29 SR 29 CR 29A South 9th Street 4D D W 1,700 610 142 752 948 44.2% B 85.0 SR29 SR 29 9th Street CR 29A North 2U D S 900 700 92 792 108 88.0% D 2029 86.0 SR29 SR 29 CR 29A North SR 82 2U D S 900 700 68 768 132 85.3% D 2030 110.2 CR862 Vanderbilt Beach Road Goodlette-Frank Road Airport Road 4D/6D D E 2,500 1,590 61 1651 849 66.0% C 111.1 CR862 Vanderbilt Beach Road Airport Road Livingston Road 6D E E 3,000 2,040 4 2044 956 68.1% C ID# Road# Link From To Exist Road Min Std Peak Dir Peak Hour 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 0 S Traffic Counts Year Expected Deficient Trip Bank Year Expected Deficient 111.2 CR862 Vanderbilt Beach Road Livingston Road Logan Blvd. 6D E E 3,000 2,400 126 2526 474 84.2% D 2026 112.0 CR862 Vanderbilt Beach Road Logan Boulevard Collier Boulevard 6D E E 3,000 1,680 166 1846 1154 61.5% C 118.0 Wilson Blvd Immokalee Road Golden Gate Boulevard 21.1 D S 900 420 77 497 403 55.2% B 119.0 CR858 Oil Well Road Immokalee Road Everglades Boulevard 4D D E 2,000 1,070 528 1598 402 79.9% D 120.0 CR858 Oil Well Road Everglades Boulevard Desoto Boulevard 21.1 D E 1,100 430 231 661 439 60.1% C 121.1 Oil Well Road DeSoto Boulevard Oil Well Grade 21.1 D E 1,100 430 188 618 482 56.2% C 121.2 Oil Well Road Oil Well Grade Ave Maria Blvd 4D D E 2,000 430 177 607 1393 30.4% B 122.0 Oil Well Road Ave Maria Blvd SR 29 2U D E 800 430 158 588 212 73.S% C 123.0 Golden Gate Boulevard Wilson Boulevard 18th Street NE/SE 4D D E 2,300 1,480 59 1539 761 66.9% C 123.1 Golden Gate Boulevard 18th Street NE/SE Everglades Boulevard 4D D E 2,300 1,480 5 1485 815 64.6% C 124.0 Golden Gate Boulevard Everglades Boulevard DeSoto Boulevard 2U D E 1,010 280 24 304 706 30.1% B 125.0 CR896 Pine Ridge Road Logan Boulevard Collier Boulevard 4D D E 2,400 1,590 12 1602 798 66.8% C 132.0 Randall Boulevard Immokalee Road Everglades Boulevard 21.1 D E 900 810 25 835 65 92.8% D 2025 133.0 Randall Boulevard Everglades Boulevard DeSoto Boulevard 21.1 D E 900 170 31 201 699 22.3% B 134.0 Everglades Boulevard 1-75 Golden Gate Blvd 21-1 D S 800 420 16 436 364 54.5% B 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 137.0 DeSoto Boulevard 1-75 Golden Gate Boulevard 2U D S 800 180 0 180 620 22.5% B 138.0 DeSoto Boulevard Golden Gate Boulevard Oil Well Road 2U D S 800 150 17 167 633 20.9% B P- Attachment D 2023 Year Work Program (Dollars shown in Thousands) Project Name t23-27 Project FY23 FY24 FY25 FY26 FY27 # SUMMARY OF PROJECTS Amount Amount Amount Amount Amount 60201 Pine Ridge Rd (Livingston to 175) 1.452 RA 10,450 A C 60147 Randallllmmokalee Road Intersection - 4,023 C 60190 Airport Rd Vanderbilt Bch Rd to Immk Rd RD 15,697 CM 15,697 60212 47th Ave NE Bridge 9,923 RA D " C 9,923 60212 Wilson Blvd South Bridge 4.963 A OR * C 4,963 60212 62nd Ave NE Bridge 4.407 DA * C 4,407 60212 10th Ave SE Bridge RD 300 C 300 60212 16th Street NE Bridge 6,759 C 6,759 60198 Veterans Memorial PH 11 5,000 A 6,500 DA 1,147 A 14,100 C 26.747 60199 VBR (US41 to E of Goodlette) 4,354 RA 9,672 C 14.026 60129 Wilson Benfield (Lord's Way to City Gate N) 1,499 A 2,500 A 2.500 A 3.069 A 2,500 A 12.068 60144 Oil Well (Everglades to Oil Well Grade) 1.408 A 800 A 800 A 800 A 800 C 4,608 68056 Collier Blvd (Green to GG Main Canal) 1,600 R 20,488 A 30.000 RCM 52,088 60065 Randall Blvdl8th to Everglades 5.657 R 5.657 TBD Everglades Blvd - VBR to Oil Well Rd 3,935 A 7.290 A 33,589 C 44,814 60259 Goodlette Rd (VBR to Immokalee Rd) 500 S 2,100 D 23.825 C 26.425 TBD Green Blvd (Santa Barbara to Sunshine) 500 S 500 60229 Wilson Blvd (GG Blvd to Immokalee) 1,751 DR 60.312 C 62.063 60249 Vanderbilt Bch Rd (16th to Everglades) 3.783 DR 13,266 CR 17,049 TBD Railhead Crossing 200 200 60258 Poinciana Professional Park 300 300 60257 Tree Farm PUD 450 450 TBD Golden Gate Parkway at Livingston 500 S 6.000 D 6,500 TBD Immokalee Rd at Livingston 6,000 D 6,000 TBD Pine Ridge Rd Logan Blvd to Collier Blvd 8,290 DR 8,290 60252 Vanderbilt @ Logan 2.000 C 2,000 60253 Immk Rd Shoulder Imp 999 C 999 60256 Everglades & 43rd Ave NE 1,500 C 1.500 TBD Santa Barbara/Logan Turnlane 879 D 7,879 C 8,758 TBD SR 92 300 D 300 60225 White Blvd (Collier to 23rd ST S.W) 2,000 C 2,000 Shoulder Projects 2,850 DC 4,050 DC 1.725 DC 1,775 DC 350 DC 10,750 Contingency 8,682 8,682 Total 54.888 74.787 150.944 52,600 47,529 380,748 0 LQ �c K j v � _„ ITEM 4H -Attachment A 1 1 1 •�= W E _ -- j 5 01 2 4 6 8 IMMOKALEE i ? ®Miles ` LEE COUNTY ♦, t = p COLLIERCOUNTY O u INSET 0 m 1---.----- •CRYOF _.-.. 1 1 BONITA - ORANGETREE .5PRINGS BONITA SPRINGS • 1 HENDRY COUNTY _....._ INSET 2 L-...............-e..-......-..........--....-............-........-j - j COLLIER COUNTY i INSET 1 1 _ LEGEND � — INTERSTATE • ® OTHER FREEWAYS AND EXPRESSWAYS _, ',— OTHER PRINCIPALARTERIAL CITY I F/. i NAPL S ! INSET ��z —MINOR ARTERIAL i MAJOR COLLECTOR 01 Ic MINOR COLLECTOR z a i0 LOCAL 0im _— -� Q 2010 SMOOTHED URBANIZED BOUNDARY 2010 SMOOTHED SMALL URBAN BOUNDARY RECOMMENDED BY: ••CITY OF/ - •• MARCO ! �• COLLIER COUNTY MPO "----____-- Z' DATE o ISLAND �. INSE75 =Oi �+ o FLORIDA DEPARTMENT OF • _ w; p TRANSPORTATION DATE •••• GULF APPROVED BY: ••• OF FEDERAL HIGHWAY ----- •. .......................................... �... ....... • _ MEXICO- (ADMINISTRATION GATE FDOT DISTRICT ONE - MAP B1 Fre FEDERAL FUNCTIONAL CLASSIFICATION URBAN BOUNDARIES - COLLIER COUNTY 10/31/2013 ti I Table 6-3. Collier MPO 2045 LRTP Cost Feasible Plan Projects — FDOT Other Roads Projects and local Roadway Projects ("in millions 51 Plan Period 1(TiP): Clan Period 2: Pion Period 3: Ran Period 4: 2022-2025 2026 2030 2031.203S 2036-2045 Total Project TIP FurMMr Map cost 2021-2S D Fallity Lknkstre n Llntks to Desu tbn POC 2019 S O PREiNG ROW CST PItf ENG ROW CST PRE-ENG ROW CST PRE -MG RDW CST PLAN PERIOD 2 CONSTRUCTION FUNDED PROJECTS 12 Evergisdes Blvd yonderbilt Bch Rd ftndalillivil Widen from2-lanes S32.80 Eat. tool -lanes 23 1-7S{SR-93)IMerWrte Golden Gate Pkwy mtutKe S959 new IerJ mpreverlmt 2S 1.7515R-93) I—w*ala Rd Interchange S9S9 Inprovenent(Dol Ix ed 37 Oil Weil Road/CRESS Everglades Blvd Oil Well Grade Rd Widen from2-tines $36.78 S1J11. ' 601." to 6-lanes 57 US 41(SR 901(TaraaM Goodlette4ran4 Major intersection $13100 Trail EJ Rd lrrprwernent 58 ITS 42(SR 90)(Tamlaml Grew -my Rd lEarm Rd Widen from 2-lane to S3188 Trail 4 Lines 66 I-nokalee Rd UNngsmn Rd Major Intersection S2450 Iniprovement 79 Golden Gate Pkwy UMngntdn Rd Major intersection S24SO Intmsection ov I ernent III U541 fmmokalee Rd Intersection SI730 Innovation rwerllelts PLAN PE180D 3 CONSTRUCTION FUNDED PROTECTS _ 39 Old U541 U541 Liotgoiller, County Line Widenfronr2-1.xnes $2259 eo &Lanes 42 Randall Blvd 8d15t NE Everglades Blvd Widen from 2•4Anes SSu7 m 6-unes S9 US41 CallerBlvd Major Intersection SI72S Irriptovennertt 60 U5,11tSR90)(Taraiaml hmwkalee Rd Old USN further Study $1725 hall E) Required (Cor plete Streets Study lot TSMLO I ovem[nts 90 Pine Ridge Rd USAr%5J d dller Blvd Wldenhom4-lane: $21.72 to 6-lanes _PRE-ENG includes PD&E and Design =PresentDayeost _Right-ot-Way _Cordtrucdon TOE yearof Ellpendaure CD N V N 0 F Table 6-3. Collier MPO 2045 LRTP Cost Feasible Plan Projects — MOT Other Roads Projects and Local Roadway Projects (cont.) (in millions S) Plan Period I MP): Ptah Period 2: Plan Period 3: 01an Period a: 2021-2025 2026-2030 2031-2035 2036-2035 Tow Project TIP Funding Map D F L6nitt from Llmbto ion cost POC20195 2021-2s O PRE-ENG ROW CST PRE-ENG ROW CST PRE-ENG ROW CST PRE-ENG ROW CST PLAN PEW004CON511WCTON FUTDtD PROTECTS 11 Everglades Blvd Randall Blvd S&jth WOO Well Rd Widen from 2-lanes S16:a2 to MLanes -,---- - 22 i•7S [SR-93)Interchange tlnityof New Interchange S4226 " adas Blvd 31 ImnnkWee Rd(CR9&6) SR29 AJroa,kBIvd Widen from2-IAnes $3m to a Lana 35 Logan Blvd PlneRldge Rd V4ndvrbIIt8vechItd Widen from liana $1223 to a -uses 63 Westctoa Street EvL UttletmaguoRd Wast of Carson Rd Ne Z-Lan* Road 53.01 65 Wilson Blvd Kern Ave. Golden Gate Blvd New 2-tAne Road $36.35 (Expandableto a- tones 97 lrnmokalee Rd Loon Blvd AL)a lmersectlon 51130 (intersection) Improvement 99 Vanderbilt Beach Rd topn NW kancr lntenec0on 511.50 Intersection) I Oremant 101 Pine Rldge Rd Goodleex. ,ank Lena lrmertecdon 55.75 Rd Improvernelt - C3 Connector Roadway from den Gate Blvd andeoilt Beach Rd a -lane Connector S1757 I-7S Imercharlge INewl Roadway from New Interchange(SPKIRC tocatlon TUD Dar ng Interchange POSE — _ — — C2 ComrW NRoadway(tarn 1.7515R-931 GWdenGateBlvd -tanetonnecta SBO59 1•75lmercnar" INewl Roadway from Nw Intmichange(Specmc inut3on TBD Outing Interchange POSE Stu _PRE-ENGinckdesPD&Eand Design F---1PresentDay Cost _Right -of -Way _Constmaion YOE YearofExpenditure \o F2 I�- ATTACHMENT H-1 Etpeaetl Ywr 6q .Mtl Velvru Nvlu ale `P�Ynr J ee'.�iml. 2a]l WfitleJk ZOaT IRT' \ ekr 2-l.Tne Rd. Naaxgd. Ctatn Rdete lnProlabe hJatve4ICVA7CVJ, NAFIIMvw.y fT-`�]OCa urpPJNmkd-tm.r2 at 5) � EACH P.D iPaYOaatt Z � nar.n..m >Cr eweau ee+lctn ewrwrro Mo-n.r IaNrdtTChw tJatM/,a TCMA clap YN�;IN �.� cmaruam. FYC:dt L "ea E�ecee DtlWerl2CZ9 _ ` co,"- tO kIT, Z _ _ebawr TCMA >•aa=aPaaa:I nrN>nN rva a o Cmfnlc:c WNG ¢ Cy>LLu�u1.4WYru.AZlhrl'X I AF Y r:f:mr �nmfMbnlnp'cr+wl Z ahaf: f�2021 OPaN1 f`S]m patmeaTcuA �PIa1M 'o>sa:nN wpm '•�lr aPz Vcnr CxFctlM ]cnU Zm iJ1aIVCO NenIO- Nrntrwct YtS eX%ciN LtiCR2laCJ �t Rdh.xriTCNA mx.�.nwaan cT,aaaraA.a awara,SaY� / PJrrae Celavo CpaTaal aralJa6 Ca Cr. iTCJA hh[n ]t 1pIMMC MPIr1Pi0•MIGl19 CST-l'.TLS '•w F Pect:J P'beN 'JnJ N lka G:ataa DvlaerL 2w' / A"aer ExpeCbd diem 2D27 Cenlrw b W rhlrS Parcae Ddaibd Legend Gape a}'lD xaau al AnWyab aaaantnn0 —Capacity Efhap art Pro-t yJyla2 C4ec �ExisirJg DeTirlateY Sall U5411 slew Prolx I, Projad.cl Defidency <= Y.. Projeded Def 'copy 5 to I D Yeere wlaec Nato TCNIAYfCEABountlan [ Y—E.DxaA tlLvu • IMMCY.M.EE tRQE II m;,x:.,�,r w n . 'a: PVC I aNtprx am Mra vF DSIABItataalPn: Fvi4:4 Y®rtGsaaO o.v. nF'J]:3 GaraFu: bt: f1^cCM 01hRta[s'09D NAre NE UeKnt FY WaEpmlPd Cr�snJMM FY20W Ji1L'1PIL 202a W s Inv�wla� ai/rowranlc ty t�cFrdlt• � 2 �yta IJPSr CIL WELL KID V cnrvwero Mavror E siplPcs IDI rbl a VtD21I I csr. FlDD AL BLVD Y ExpPaa: DPRJPm. xx t •M ban l,ttfl ArtYpn Fa �... I �� Jl VANDERBILTr o BEACi RC EXT. V 0 �GOLDEN GATE BLVD rnalA.Jw ctl+;mave� O RD �� Yca Gfin:el'Sent,ea 2T2r p ORE J RI VI) i Yaa boacmt UW-2012 CatVONMr Emrc—Cvtnl'f MA Cxrbxt]s waprlm a. Va �m WwkvF I�+' � t➢1 xlrCten hmVaP:a MPJ: CeY%r M Vwnri 111r-Imaal �PJ1 I-75 WNPn b 8 bnw rrvs Grat(:eRrY ILRA'. Ce —tp M. RmitaW� Fln�- NSln:aclsrN: O J -Revwl J kCrtclbr lrxm,erceNe(rDOr; F'r2022 RATTLESNAKE w HJw1NOCK RD rrarF D:RJert_ 2sC CrJtrvato Yea-FapxiM Ixr tat 1IX32 etallk3H IrIDCM14 kbnla P2031- ;LiTPZGi1-2Ql:l �fsOy UeltPprq � 3atXDNlee tOl MoaRx 8 P MJJ ' CaralkV OpxJJbral mi Not lower Ne -_ MwIYAI aNcmW MM1.is toE•ln \�II:GT MNp r v,P `.wtr i U' y�T •p{C war �n s.dpT apto sRLk Fenn RNIFV JfIM:pilfj. 2a21 i waclurro emkwa PROJECTED COLLIER COUNTY DEFICIENT ROADS FY 2022 - FY 2032 Cey. RYaQ:4 Mm JpaFIG-Wi RJeil it ION D MiptaontR/o DtetlP a RCVF. fY— r•.erFwmvP _- FYIyPal lFnfa lV=l �R FY]OX 9rtlGa FY rtt9t SE oMn FY:O'.'3 fRT f»fJ' J 1 1 4 b C rgtw`�Cwnty Miles do turya:M.. r��TausernranoRR rNrrJa �I r\ w J m a ,, �� 000� 0000 W DOS O ef; `�• �1 a r�r, �<D!D W K ,O di O ryi K ,p G7 O }j G O O G O O o O O Ar` oKmv Awry r . L;"a�LS" 1 11t;}� J / a F rC�oSp n I n $000� S�S� a ii i77?jx�'�.Pil Pn ; lU �p r, t� .{� ci i r •"' �' q ! .�i •� ♦ All in z, Ql. C ', G M v, rfi I by y I � H y �' Y ,� � � •.. ii � C, "'•4E 13y '� �. 00000 W r, , m K; PQ r � '? '^ `a P4 r' u v v •o � !C � F N •� � .�i � � i� � � o'P. ri m -f vi �O r, m K vi � "• �y "� � 'c3 'O i . •� 'r 'r � • ^ $ .► n ...�--:3fi'SrZ v N_ c pp G C� g W w • W $ O e L' .e « .e r W c? c? Y W --r oo c4 AlAlEi ` v, ,•i-�, i� W :o w � o00o i p �• p G O O ^y to GO w w , It 0000 +•off>. o 9,Z7zZy ab AE o0 05 G000 Op U n Kr 9 VK.M1 %O v A o w o+ o a a o n �+ � �r a O N c� r 25 U• oo '* v U � o EiJ New yJv a.• ° d ° ILI W 11 bv. pv �v O R3 rov-2 _9� 4.4. c u Q i w v �r3r n v v v ►� . i .-. ••^ v v v C N �? o *K O 00 `y'$�,o m U g V o goo`" GIT oco poo oa •ate G LU :3 -.i c O ZI ri VI fn 21 21 v 0 41 C)v7 C> C7 r-I 11 d H IR C-2� 14 A A A A 2 C; C, Y. c. 0 C� 'D if1 �30 C> C', V4 2,A Vi w l. J m Q l o00 C, o C x °a CD 8 •--� r''1 �' •--' �� K .--. .e `° � �i � � a �ti fit. .tl e•eF ...�SSS! A�Jt-ri vq l7 7iv y !�Il M �t `o '^ 1~�1 6a. yp�' L❑u q; gA yr9u E 'A �i d ijq� O O O r: CDO aO E r.7 vi C G �V hY M .V rl rl 0 e' d rJ M ri M T7 p 8 OuYYY ,. 71 k q y I''� 4 bG g O O �l�y�-]]7 {� �t r d CQ M O P• f-®'+t ,t ?i C w ,.�� a e' r•1 �D `t ar O '� _ O�1L.+Is W :7 •� o'lr G �, � Q. f 1 N 41 '; 'C .g p '"�i '9 p r B irT K 1 L y .. ip Fl W � � „•1 I M � � � .G � .I .. v u 3 0' JS :a o • V9v � � C �1, � u�i• ii F- "al °v' OO$ Oy$g 00$ t° • �+ e e • e W ^� O W�O • � WKr O Q dw+air 4 ° FMM{11 oA:10 o AW �oo''?pp �o7 ffzzzz o00�wAO lia b 7y8y G '0 VN ►M 09 vi N p z °o M of �{�in r% ✓� o �� Gl, A p J a ai40 b �J Wf .fl b b C a K V OG OVA a 6 ie 'b 'O G ti •.y . ' I o o� o� of ' Q� o 0�232 i G �iC?�°%�rc�r,$ vfQea�a �c25 Z u a r V av ooro n!. v°a o" co as � .19 rah ^ V4 .4 F /l I ' f— Q. IN '4"! d+0 IN IN C> IN C, C, IN ON , e.14 14 (7� 6 ��; — — 11 r - In Cl �-� 4'� IN IN IN c> 8.1 C> C; rl 14 ON IN It 11 C. ID 14 IN IN ch Ri IN o IN > 4-, IN on No It cD O 'A . . . . . . IN IN C6 qq c> c> o el is lo 14 Q? 4 6cD, V r r. ;3 14 W.I n vl r IT rJ ION IP In Y, rq 72 X 0 (;i u 0 co Fa- m .ti c r,� l� I =9 30NY pxw'salt[��ppenoe/3:a(d > un�va,rw a �'• „ t1Leh44a6 6�iJdeVd �IJ � 4 �a ( 6b ti ■... i i, � as aar,3 vin•�s I ' ■ lU3"�21d -= an�vrl g _ salnO'd NOLLbnobn3 N , " AlNnoo a3moo a�, aaoaeaaiann z H y W Eh� ^U N d" O moniEEiigffuuuuuuuuuuuuuuuuuuunnon UUMUMMUOUUMUMUMUMU 0 U Manua M== a annumn an Hung on H MUUUUUUUUUUUUUUUUUUUUUU imoniEEiiauunuuuuuuuuuuuuuuuuuuuu 1�11111�11EE HUHHUMUMUMUMUMUMU un"HUBBEHUMBEEBUHHHUMEN munuou unuum man non an MEN=�00000 nun UUMMUNUOU an �Huumuumuuuum an-uuuu a ■uu■■■uu8uu■■■■■■u■■■®' ��■■■■■■■■■■u®®e■■■■■■■u Wei■■■■■■■■■■®®■■■■■■■■■■ .0800®■©0®■■80000■00■BB ■8■■■■■■■■®®■■■■■■■®8■ �"®0■®®®®0®000®©B®BBB®0 ®�����080000®0■®0�®�00 ■000■B■■■B0■■■■■0■0■0■ ■■■■■■■■■■■■■■■■■■■■■■ ©0©©00©©00000000©©0000 �00�0000�00000���80��8 �000©■■000■■000000©■©00 �0080000080000000000000 �000®0®©0®0■0■0®■®©08®0 �0000®■®0®■08®00■■0■■0■ �000■®000®■B■®0B■®®■■®■ �0000®00■®■■®®0■■■®■00■ MHHU®8000UUUUUUUUUUUUU �' =UuUUUUUUUUuUuUHuuumUu NUUMUSEMEMEMUNUUMUMME UHHHHUMMUHUMUHHOUNUU �Uu Bunn 9 an man Bunn �EUUUUUU UUMMUMMEHUME a U-B Bunn unflnuoun un u :�i P- LL LL LL LL LL LL v � ❑ O O � ❑ J N o m •-+ n O o 0 o m O m 0 r" 0 0 0 N N O n N n V ll lD W ID W O N O C O O O O +-� m N O 1" O lD lD lD O O O m II W N W. W Lr O O -IT W Co W to In o In rl c-1 m Ih co W O m jp o lD m In lf1 coti lD m to N O ID h H •u Ln o N O O •-1 rl N ❑ N e-1 N In I� t0 m E m In N O W N 7 7 O p m O u u '� ❑ ❑ ❑ F- N w +' O "6 m >` C Q O O j U r1 n n O h lD W tD W o o , N 4) — V 'O t+ Ln U V A y > aO+ LL O U O F U Z LWn .O-' � � H LL J O O O o ti to O o 0 m N N �-- F. C 61 3 O to m N � ID Lq m i I I O c O O o o m m � — y y O -IT Ln Ln O p O o F U m .ti m m n o 0 0 d M N J 3 ~ W N W N m m W o 0 } moo p 00 i i i ~ t C W N O N be U N m C d s J o J o 3 J o p — = p = o v V -p -O Y o Y 0o b9 m J 4J N N till In tf1 C u Vl 2 U V L C U ci a -I 'p '� U m (o Y m Op oo C) o o p ❑ N 4J p N m N ...� ❑ ❑ Q 2 ❑ f0 (0 3 U v v v v v v = 00 bD Oq ++ j h0 CL O' o CL Q o C O U U V E d in in in � in vLi v'=i C7 � O O O m W o o m 0 o rl N ci N .-i N N N .-I N N W N W c-I N In m ill I, N J J � N v L v L u - U _ a 7 (0 p0 'O ❑ ❑ Q Q J O O O O U 0 J E E E E v � ti LL ti LL O (p G C C C Oq C tl0 c 00 c v v '> > > -O v inn in Q O U V V w H TBC-INTRA_DAY.DBF - 5/28/22 - 6 Select zones in 1 run Zone PROD_ TOT ATTR_ TOT TON_ TOT Per- cent of Town Total INTRA_ TOT EXT- ERNAL TOT INT- ERNAL TOT PCENT_ TOT 2248 11,098.91 11,099.05 22,197.96 27.6% 1,251.10 19,696 2,502 11.3% 2322 11,070.64 11,070.77 22,141.41 27.5% 1,747.34 18,646 3,495 15.8% 2515 5,030.14 5,030.23 10,060.36 12.5% 154.74 9,750 309 3.1% 2870 5,068.84 5,068.88 10,137.72 12.6% 167.03 9,803 334 3.3% 2946 5,626.27 5,626.24 11,252.52 14.0% 354.34 10,544 708 6.3% 2949 2,340.84 2,340.77 4,681.60 5.8% 5.30 4,670 11 0.2% Total 40,236 40,236 80,472 100.0% 3,680 73,109 7,359 9.1% External to the Town = 73,109 Total Town Capture = 7,359 Intra-zonal capture as % of total trips = 7,359 Inter -zonal capture as % of total trips = 15,872 Town Internal Capture Rate = 23,231 - 15,872 = 57,237 + 15,872 = 23,231 / 80,472 = 9.1% / 80,472 = 19.7% / 80,472 = 28.9% External Percentage = 71.1% Inter -Zonal Trips Between Project Zones Zone Sel zone 1 2 3 4 5 6 sum 2515 1 0 0 0 0 0 0 2515 1 350 605 330 223 237 1745 2870 2 350 700 341 277 167 1835 2248 3 605 700'' 1424 1258 496 4483 2946 4 330 341 1424 1345 78 3518 2322 5 223 277 1258 1345 105 3208 2322 5 0 0 0 0 0 0 2949 6 237 167 496 78 105 1083 Inter -Zonal Sum 15,872 Table contains the selzone vols on each centroid connector from other TBC zones. ITE Measurement (2) Daily77 PM Peak Hour AM Peak Hour 821Y 1000 SF 497.266 DailyOut 1 1 2 Total 46,987 1888 2045 3933 1088 Out 667 Tot 1755 Shopping Plaza 40K-150K- Supermarket Yes Internal 37.3 462 1004 1466 11.5 112 89 201 Retail External 1426 1041 2467 976 578 1554 Pass -By 7.4 105 77 182 7.4 72 43 115 Net New 1321 964 2285 904 535 1439 Single -Family Detached Housing 210 Dwelling Units 5,927 2 2 2 43,144 2904 1706 4610 795 2263 3058 Single -Family Attached Housing 215 Dwelling Units 1,700 2 2 2 12,904 579 437 1016 272 606 878 Multifamily Housing Low -Rise Not Close to Rail Transit 220 Dwelling Units 1,173 2 2 2 7,594 331 194 525 93 293 386 8,800 Total 63,642 3814 2337 6151 1160 3162 4322 Residential Total Internal 22.8 954 449 1403 2.9 36 89 125 External 2860 1 1888 4748 1124 13073 14197 General Office Building 710 1000 SF 58.867 2 2 2 732 18 89 107 93 13 106 Medical/Dental Office Building -Stand -Alone 720 1000 SF 58.867 2 2 2 2,422 71 165 236 119 31 150 Office Park 750 1000 SF 108.500 2 2 2 1,438 22 136 158 263 33 296 Business Park 770 1000 SF 360.000 2 2 2 4,539 117 333 450 388 68 456 586.234 Total 9,131 228 723 951 863 145 1008 Office/Industrial Total Internal 33.3 177 140 317 15.5 93 63 156 External 51 583 634 770 82 852 Total 119,760 5930 5105 11035 3111 3974 7085 Internal 3,668 28.9 1593 1593 3186 6.8 241 241 482 Total External 116,092 4337 3512 7849 2870 3733 6603 Pass -By 297 2.3 105 77 182 1.7 72 43 115 Net New Ll15 795 4232 3435 7667 1 2798 13690 16488 Trip Generation Rates from ITE Trip Generation Manual 11th Ed. Internal Capture Rate from FSUTMS Pass -by Capture volume based on lesser of: A) Rate per ITE Trip Generation Handbook 3rd Ed.; or B) County maximum allowable rate Daily Internal and Pass -by Capture volumes are the sum of the AM and PM results. Civic Uses are represented by Office Park. Industrial uses are represented by Business Park. 0 W rb N H LU W H � a � I m ti Lo Z y n ci 3 (D O N I !v O r_r a O m A 3 -n j N a I a W � v � Ln ti Q w O v O 3 n� n a� 'a rr C N 41 C cu E In 3 f'3 r ,i Q c 0 la;oH o 0 0 0 0 c - 0 lelluaplsay o c+ in o 0 ivaw v -ule;aa;u3 0 0 0 0 0 � /ewaup r n u a ;ueme;say ry „oi o n � °o H c riall a o_ c w c DDUJO � o laloH o o m o 0 'm O lelluaplsay w w ivaw -utelJalu3 0 0 0 0 0 d 7 /ewaul ~ u luelnelsay � o m o c Lelay � c o_ a C - -!i!O (7 u � � w � m � E •` c c u - x - c � la;°H O o O 0 O 0 O 0 O 0 o lelivaplsay o m m o0 0 ivaw 6 -ulelralu3 0 0 0 O 0 O 0 0 /ewaup m c ;ueinelsay o 0 0 0 0 0 m ` c lleiaM m m aalli0 o _ .. E - = w _m FO w F w m O laloH o 0 00 0 0 0 0 0 0 lelluaplsay ry e o 06 0 0 0 n luaw F= -ule3Ualu3 0 o 0 d 0 o 0 o 0 0 m C /ewaul:) W `w lueane;say o o m 0 o c I!elay io o o N a o aal}10 0 o 0 0 0 0 o o z E a x° = u 0 o m o m - m c L w c m c m - m w m m y c m o 0 0 w w o « z ° E 2 E u w c a - � u _ m � 2ulllx3 o o ry lewalul T 00 0 m lal°H o 0 0 0 o o n lelluaplsay o o o H ;uaw i -uleua;u3 0 0 0 0 0 0 w L /ewaup c w lue-elsay o 0 0 0 0 0 0 u I1ela11 w o 0 a 0 " - o s u F- _• \ le!luapisau � -m \ � aulz) / \ " \ pjaH a ® ~ \ \aOIJ40 — § ] \ 2 j )§ ! ) 9 \ . � waul o } ` | $$! ) _ \ 2 ] 13 ! _w 2 juaw m / /ewau ' ; % \ O \ ) ) / \ » G | _• . _n ) / ; ; / » juaw -UIEIJaIUjjewaul \ __m \ \ 5 \ 2 � • / ; ; ) 2 a�wo� ) ; » ) ; ! — ( 2 )! E. f ] f / j E§ ! ® } \ __ . _. _ . _e juaw — - _ ) ' ) jue^elsa li _ _ §\ \ _ _ _ ° a3Wo G = = 5 = B | }), § — E k ( r!§ § L _ e Cumulative Development to Year 2037 Use ITE LU# Measurement Unit #of Units: •, (2) D. PM Peak Out Hour AM Peak Hour Out Total; 821Y 1000 SF 497.266 1 1 2 Total 46,987 1888 2045 3933 1088 667 1755 Shopping Plaza 40K-150K - Supermarket Yes Internal 23.0 332 571 903 7.3 71 57 128 Retail External 1556 1474 3030 1017 610 1627 Pass -By 6.0 93 89 182 6.0 61 37 98 Net New 1 14631 1385 2848 1 956 1 573 1 1529 Single -Family Detached Housing 210 Dwelling Units 51927 2 2 2 43,144 2904 1706 4610 795 2263 3058 Single -Family Attached Housing 215 Dwelling Units 1,700 2 2 2 12,904 579 437 1016 272 606 878 Multifamil Housing Low -Rise Not Close to Rail Transit 220 Dwelling Units 1,173 2 2 2 7,594 331 194 525 93 293 386 8,800 Total 63,642 3814 2337 6151 1160 3162 4322 Residential Total Internal 13.4 545 281 826 1.8 23 56 79 External 3269 2056 5325 1137 13106 14243 General Office Building 710 1000 SF 58.867 2 2 2 732 18 89 107 93 13 106 Medical/Dental Office Building -Stand -Alone 720 1000 SF 58.867 2 2 2 2,422 71 165 236 119 31 150 Office Park 750 1000 SF 108.500 2 2 2 1,438 22 136 158 263 33 296 Business Park 770 1000 SF 360.000 2 2 2 4,539 117 333 450 388 68 456 586.234 Total 9,131 228 723 951 863 145 1008 Officed nd ustrial Total Internal 30.6 133 158 291 9.8 59 40 99 External 1 1 95 1 565 660 1 804 105 1 909 Total 119,760 5930 5105 11035 3111 3974 7085 Internal 2,326 18.3 1010 1010 2020 4.3 153 153 306 Total External 117,434 4920 4095 9015 2958 3821 6779 Pass -By 280 2.0 93 89 182 1.4 61 37 98 Net New 1 117,154 1 4827 14006 1 8833 1 2897 13784 16681 Trip Generation Rates from ITE Trip Generation Manual 11th Ed. Internal Capture Rate from ITE Pass -by Capture volume based on lesser of: A) Rate per ITE Trip Generation Handbook 3rd Ed.; or B) County maximum allowable rate Daily Internal and Pass -by Capture volumes are the sum of the AM and PM results. y N 0 �a3oH o o a o 0 0 le!;uap!saa o ry o 0 w ;uaw a� -u!eualu3 0 o 0 0 0 — /ewau!3 m 5 V 6 ;uemelsaa ,� � o ry � O F m I!elaa c c @oWo � �a;oH o o m o 0 'ou O le!;uap!saa 'o m ;uaw w -uieUalu3 0 0 0 0 0 01 /ewGulo ~ m c lue;ne;say M . o ho c 0 v w c - a�!il0 N m o ry n � t� o _ � 1030H o 0 0 0 0 0 0 0 le!luap!say 0 ry 0 0 o 0 o ;uaw -u!eljalu3 o o 0 0 0 0 c /ewau!� m c 'v C luemelsaa o o o 0 0 0 c R�Wo m o o n ry m N - c m E - N « O c C E o Ia;oH o 0 0 0 0 0 0 0 0 0 fie!;uap!saa ,y m o o 0 0 0 0 a ;uaw F= -u!eVulu3 0 o 0 o 0 0 0 0 0 0 m c /ewau!:) w c v ;ueIDe;say a ? �`+ o I1elaa o o d m o a�!440 � o o 0 o � 00 .urK V w K °! 6. = u wIlio o m o � m - o 0 0 a m c0 H � V w v 2 Bunn lewalul !a;oH o 0 0 0 0 0 n leiluap!saa F ;uaw -ute4lalu3 o 0 0 0 0 0 v /ewaui:) v °1 c lue;ne;saa o 0 0 0 0 0 c 0 � vela}J ol o o ry o N E r c a •- O E - x 1�- c 0 Ia3oH o � N � ti c +, w !e!luap!say c c ,., a o w ;uaw w -UMPO u3 /ewau!O �- d 3 m;ueme;say u n N N m ti o f- c N I!e;ay w a ry � O C y C aa1330 m m e N o c Ur° O c - C — ~ H x° u O Ia3oH o m n N m •m O !enuap!say `o m ivaw O ¢ -u!eiJa;u3 o v m o o — d m u iueme;say e � 0 ro � c y c !IePli o a u c aaW0 ry m ry v o y w c O a d d m MO 2 V W C D I830H o 0 0 0 0 0 ry Ie!;uap!say < o ti ivaw -u!eNalu3 0 0 0 0 0 0 /ewau!:) m c 'v c 4ueme3say 0 o o 0 0 0 ° c `w I!elay � ro co m m w m c n m a�I440 m o — m � O z d ELl S V W b0 ,n n H W F r N N !a3oH o o 0 Ie!;uap!say � ^• r' o o 0 0 0 0 a ivaw '4 -u!e;J8;u3 0 o m 00 0 o 0 0 c /ewau!� 'X m c a ;uemelsay N m o o 0 m � 0 o c !1e4ay O a o o 0 o m m 0 d e3!y0 a o o m o d d A E tc ,d. O C d EO ' x y°• V w � c d `w is o ry 0 o o o c ti o o m c m � — V c c c x m o w m N o _ m m Y F ry o 0 o m o lo N f � n F 8u!3!x3 0 lewaiul I 0 0 Ia3oH o 0 0 0 0 0 c -Iequaplsaa � o 0 o a m = ;uaw i -u!eyaiu3 0 0 0 0 0 0 d c /ewau!:) 9 � ;ueme;say o 0 0 0 0 0 c O v N al'440 d y d r r 1�- F_ Absorption Schedule to the Year 2037 Land Use River- grass Long- Water Town Core Bell- mar Total Size Units Employ- ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Detached Dus - DUs Single Family Detached Dus - - DUs Single Family Attached DUs - DUs Multi -Family Dus - - DUs Affordable Housing 661 661 DUs 661 Retail - - SF 3 Retail - - SF 3 Office - - SF 4 Medical -Dental Office - - SF 4 Civic/Institutional - - SF 4 Civic/Institutional - - SF 4 Civic/Institutional - - SF 4 Industrial - - SF 2 Elementary School SF 83 Elementary School 919 919 Students 919 Total 661 0 0 0 83 919 Elementary School capacity per Collier County Public Schools u IS -i CrrD n O n 0 0 N r+ Z3 OQ 0 c 0 COUNTY ST SF SF SF SF 0 SF 1 SF 2 MF MF MF PCT MF MF MF 0 MF 1 MF 2 TAZ 15 TAZ 10 CC NAME ZONE CNTY SFDU PCT PCT SF POP POP AUTO AUTO AUTO DU PCT VNP POP POP AUTO AUTO AUTO VAC VNP DU VAC DU 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 7 11 2 0 33 67 8 12 1.94 0 17 83 AVERAGE New 2944 8 COLLIER 2944 12021 661 7 11 1322 2 0 33 67 0 8 12 0 1.94 0 17 83 WRKR UNI RESD RESD POP P HH IN- HH INC HHLD WORK- IND COMM SERV TOT HM HM HM SCHOOL VAS- SHORT LONG NOTES TAZ15 HHLD POP HHLD COME INDEX SIZE ERS EMP EMP EMP EMP DU OCC POP PARK PARK HHLD 2045 2248 2600 5156 1 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 47014 760 1.73 0.85 AVERAGE New 2944 661 1322 2 47014 760 1.73 0.85 562 0 0 83 83 0 0 0 919 0 0 0 0 O rD Cr F 0 0 0 c on 0 c o' Absorption Schedule to the Year 2037 Land Use River- grass Long- Water Town Core Town Center North Bell- mar Total Size Units Employ- ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Detached Dus 500 500 DUs 500 Single Family Detached Dus - DUs Single Family Attached DUs DUs Multi -Family Dus 250 250 DUs 250 Affordable Housing - - DUs Retail - - SF 3 Retail 134,545 134,545 SF 3 404 Office - - SF 4 Medical -Dental Office SF 4 Civic/Institutional - SF 4 Civic/Institutional 5,000 5,000 SF 4 20 Civic/Institutional 15,000 15,000 SF 4 60 Industrial 360,000 360,000 SF 2 720 Total 500 250 720 404 80 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 0 0 m L �n a I Ln a I y Ln n O� Z3 N 0 0 --1 0- D Ln N � N � tD � A n � 0 I o O E 3 a n O rrDD o 0 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 1045 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 2946 2238 8 COLLIER 2946 12021 500 7 11 1000 2 0 33 67 250 8 12 485 1.94 0 17 83 Other 2015 2946 2238 8 COLLIER 2946 12021 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 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- ERS- 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 1.73 0.85 New 2946 750 1485 1.98 47014 760 1.73 0.85 638 720 404 80 1204 0 0 0 0 0 0 0 0 Other 2015 2946 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O Ln Drb N � N ro tD zs p a rn Z3 a I O N 3 � n zy- O NJ % o (D w 0 O n 77 0 0 c ao 0 0 Absorption Schedule to the Year 2037 Land Use River- grass Long- Water Town Core Town Center North Bell- mar Total Sizel Units Employ- ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Detached Dus - DUs Single Family Detached Dus - DUs Single Family Attached DUs - DUs Multi -Family Dus - DUs Affordable Housing - - DUs Retail 117,721 117,721 SF 3 353 Retail - - SF 3 Office 58,867 58,867 SF 4 235 Medical -Dental Office 58,867 58,867 SF 4 235 Civic/Institutional 10,000 10,000 SF 4 40 Total 0 0 0 353 510 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 D N N LD A lD 0 0 SF SF SF MF MF COUNTY ST SF O SF 1 SF 2 MF MF PCT MF MF 0 MF 1 MF 2 TAZ 15 TAZ 10 CC NAME ZONE CNTY SFDU PCT PCT SF POP POP AUTO AUTO AUTO DU PCT VNP POP POP AUTO AUTO AUTO VAC VNP DU VAC DU 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 7 11 2 0 33 67 8 12 1.94 0 17 83 AVERAGE New 2949 8 COLLIER 2949 12021 0 7 11 0 2 0 33 67 0 8 12 0 1.94 0 17 83 RESD RESD POP P HH IN- HH INC HHLD WRKR WORK- IND COMM SERV TOT HM HM HM UNI- SHORT LONG TAZ 15 HHLD POP HHLD COME INDEX SIZE ERS EMP EMP EMP EMP DU OCC POP SCHOOL V RS- PARK PARK NOTES HHLD ITY 2045 1 2248 2600 5156 1.98 47014 760 1.73 0.85 2210 0 102 1 195 297 0 1 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 47014 760 1.73 0.85 AVERAGE New 2949 0 0 #DIV/0! 47014 760 1.73 0.85 0 0 353 510 863 0 0 0 0 0 0 0 0 AUIRID # 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 Direction Service Volume (3) Signif- icance Thres- hold (%) (4) Peak Direct - ion Project Traffic as Percentage of Service Volume 4.0 Airport Road Golden Gate Parkway Radio Road 2.1 89 72 6D E 2800 3 3.2 17.0 Golden Gate Boulevard Collier Boulevard Wilson Boulevard 7.6 322 261 4D D 2300 3 14.0 19.0 Golden Gate Parkway Goodlette-Frank Road Airport Road 4.0 169 138 6D E 3550 3 4.8 20.1 Golden Gate Parkway Airport Road Livingston Road 6.5 275 223 6D E 3550 3 7.7 20.2 Golden Gate Parkway Livingston Road 1-75 8.1 341 276 6D E 3550 3 9.6 30.2 Collier Boulevard Vanderbilt Beach Road Golden Gate Boulevard 2.2 76 93 6D E 3000 3 3.1 31.1 Collier Boulevard Golden Gate Boulevard Pine Ridge Road 6.2 260 212 6D E 3000 3 8.7 31.2 Collier Boulevard Pine Ridge Road Green Boulevard 3.9 163 132 6D E 3000 3 5.4 32.1 Collier Boulevard Green Boulevard Golden Gate Pwky 3.4 142 115 6D E 3500 3 4.1 33.0 Collier Boulevard 1-75 Davis Boulevard 6.2 262 213 8D E 3600 3 7.3 34.0 Collier Boulevard Davis Boulevard Rattlesnake Hammock Road 3.1 131 107 6D E 3000 3 4.4 43.1 Immokalee Road 1-75 Logan Boulevard 3.1 131 107 6D/8D E 3500 3 3.7 43.2 Immokalee Road Logan Boulevard Collier Boulevard 4.1 171 140 6D E 3200 3 5.3 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 6.0 252 204 6D E 3300 3 7.6 45.0 Immokalee Road Wilson Boulevard Randall Boulevard 7.9 334 272 6D E 3300 3 10.1 46.0 Immokalee Road Camp Keais Road SR 29 3.3 112 137 2U D 900 3 15.2 58.0 N. 1st Street New Market Road SR-29 (Main Street) 0.8 26 32 2U D 900 3 3.6 61.0 Camp Keais Pope John Paul II Boulevard Immokalee Road 3.8 131 160 2U D 0000 3 16.0 Notes: 1) Exhibit B 2) Percentage times PM peak hour net new external directional project traffic totals 3) Based on 2021 AUIR data and approved future roadway improvements 4) Collier County TIS Guidelines AUIRID # 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 Direction Service Volume (3) Signif- icance Thres- hold (%) (4) Peak Direct - ion Project Traffic as Percentage of Service Volume 61.0 Camp Keais Oil Well Road Pope John Paul II Boulevard 3.8 131 160 2U D 1000 3 1 16.0 85.0 SR 29 9th Street CR 29A North 0.9 29 36 2U D 900 3 4.0 111.1 Vanderbilt Beach Road Airport Road Livingston Road 2.2 91 74 6D E 3000 3 3.0 111.2 Vanderbilt Beach Road Livingston Road Logan Blvd. 3.0 127 103 6D E 3000 3 4.2 112.0 Vanderbilt Beach Road Logan Boulevard Collier Boulevard 3.6 152 124 6D E 3000 3 5.1 119.0 Oil Well Road Immokalee Road Everglades Boulevard 3.9 163 132 4D D 2000 2 8.2 120.0 Oil Well Road Everglades Boulevard Desoto Boulevard 19.7 834 676 6D E 3800 2 21.9 121.1 Oil Well Road DeSoto Boulevard Oil Well Grade 19.3 663 817 6D E 3800 2 21.5 121.2 Oil Well Road Oil Well Grade Ave Maria Blvd 18.2 623 769 41) D 2000 2 38.5 122.0 Oil Well Road Ave Maria Blvd Camp Keais Road 4.6 158 195 2U D 800 3 24.4 122.0 Oil Well Road Camp Keais Road SR 29 0.7 24 30 2U D 800 3 3.8 123.0 Golden Gate Boulevard Wilson Boulevard 18th Street NE/SE 9.3 394 319 4D D 2300 3 17.1 123.1 Golden Gate Boulevard 18th Street NE/SE Everglades Boulevard 11.3 478 388 4D D 2300 3 20.8 124.0 Golden Gate Boulevard Everglades Boulevard DeSoto Boulevard 13.8 584 474 2U D 1010 2 57.8 132.0 Randall Boulevard Immokalee Road 8th Street NE 9.2 389 316 41) D 2000 3 19.5 132.0 Randall Boulevard 8th Street NE Everglades Blvd. 11.3 478 388 6D E 3100 3 15.4 133.0 Randall Boulevard Everglades Boulevard DeSoto Boulevard 8.8 372 303 2U D 900 3 41.3 134.0 Everglades Boulevard 1-75 6th Ave SE 15.8 669 542 4D D 1800 3 37.2 Notes: 1) Exhibit B 2) Percentage times PM peak hour net new external directional project traffic totals 3) Based on 2021 AUIR data and approved future roadway improvements 4) Collier County TIS Guidelines M CD n� 0 c m n cr n 0 n 0 0 N c r+ 3 00 L, 0 c 0 N 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 Direction Service Volume (3) Signif- icance Thres- hold (%) (4) Peak Direct - ion Project Traffic as Percentage of Service Volume 134.0 Everglades Boulevard 6th Ave SE Golden Gate Boulevard 8.2 347 282 4D D 1800 3 19.3 135.0 Everglades Boulevard Golden Gate Boulevard Vanderbilt Beach Road Ext, 14.5 614 498 4D D 1800 2 34.1 135.0 Everglades Boulevard Vanderbilt Beach Road Ext. 18th Ave NE 16.8 577 711 4D D 1800 2 39.5 135.0 Everglades Boulevard 18th Ave NE Randall Boulevard 9.6 328 404 4D D 1800 2 22.4 135.0 Everglades Boulevard Randall Boulevard Oil Well Road 12.2 417 515 4D D 1800 2 28.6 136.0 Everglades Boulevard Oil Well Road Immokalee Road 2.1 70 87 2U D 800 2 10.9 137.0 DeSoto Boulevard 1-75 6th Ave SE 1.7 72 58 2U D 800 2 9.0 137.0 DeSoto Boulevard 6th Ave SE Golden Gate Boulevard 1.3 45 55 2U D 800 2 6.9 138.0 DeSoto Boulevard Golden Gate Boulevard 18th Ave NE 3.0 101 125 2U D 800 2 15.6 138.0 DeSoto Boulevard 18th Ave NE Randall Boulevard 14.9 512 630 2U D 800 2 78.8 138.0 DeSoto Boulevard Randall Boulevard Oil Well Road 2.1 72 89 2U D 800 2 11.1 Vanderbilt Beach Road Ext. Collier Boulevard Curry Canal bend (NW 7th/9th) 3.9 165 134 6D E 3000 3 5.5 Vanderbilt Beach Road Ext. Curry Canal bend (NW 7th/9th) Wilson Boulevard 4.0 169 138 4D D 2000 3 8.5 Vanderbilt Beach Road Ext. Wilson Boulevard Everglades Boulevard 4.0 167 136 21.1 D 1000 3 16.7 1-75 Everglades Boulevard CR 951 13.9 589 477 4F D 3890 3 15.1 1-75 CR 951 Golden Gate Parkway 9.1 311 383 6F D 5780 3 6.6 18th Avenue NE Everglades Boulevard Desoto Boulevard 8.9 377 305 2U D 1000 2 37.7 6th Avenue SE Everglades Boulevard Desoto Boulevard 9.8 413 335 ZU D 1000 2 41.3 Notes: 1) Exhibit B 2) Percentage times PM peak hour net new external directional project traffic totals 3) Based on 2021 AUIR data and approved future roadway improvements 4) Collier County TIS Guidelines AUIR ID # Roadway Link From To Existing Year Peak Hour Peak Direction Volume (1) Peak Direct- ion (1) FSUTMS 2015 AADT (300s) (2) FSUTMS 2045 AADT (100s) (2) Annual Growth Rate (Percent Compound- ed) (3) Growth Factor to Analysis Year (4) 2037 Peak Hour Peak Direction Background Traffic Volume (5) 4.0 Airport Road Golden Gate Parkway Radio Road 2210 N 226.0 418.5 2.1% 1.389 3070 17.0 Golden Gate Boulevard Collier Boulevard Wilson Boulevard 1990 E 249.0 261.5 0.2% 1.026 2043 19.0 Golden Gate Parkway Goodlette-Frank Road Airport Road 2720 E 480.0 607.S 0.8% 1.134 3084 20.1 Golden Gate Parkway Airport Road Livingston Road 3030 E 448.5 822.5 2.0% 1.382 4187 20.2 Golden Gate Parkway Livingston Road 1-75 3210 E 429.5 639.5 1.3% 1.237 3969 30.2 Collier Boulevard Vanderbilt Beach Road Golden Gate Boulevard 1400 S 242.5 399.0 1.7% 1.304 1826 31.1 Collier Boulevard Golden Gate Boulevard Pine Ridge Road 2340 N 350.5 519.5 1.3% 1.234 2886 31.2 Collier Boulevard Pine Ridge Road Green Boulevard 2340 N 288.5 446.0 1.5% 1.262 1 2952 32.1 Collier Boulevard Green Boulevard Golden Gate Pwky 1420 N 290.5 447.0 1.4% 1.258 1787 33.0 Collier Boulevard 1-75 Davis Boulevard 2260 N 485.0 836.0 1.8% 1.337 3022 34.0 Collier Boulevard Davis Boulevard Rattlesnake Hammock Road 2130 N 320.0 530.0 1.7% 1.309 2788 43.1 Immokalee Road 1-75 Logan Boulevard 2320 E 574.0 671.5 0.591. 1.087 2522 43.2 Immokalee Road Logan Boulevard Collier Boulevard 2280 E 396.5 510.0 0.8% 1.144 2608 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 2710 E 404.5 485.5 0.6% 1.102 2987 45.0 Immokalee Road Wilson Boulevard Randall Boulevard 2200 E 367.0 508.0 1.1% 1.189 2617 46.0 Immokalee Road Camp Keais Road SR 29 510 E 114.5 234.0 2.4% 1.464 747 58.0 N. 1st Street New Market Road SR-29 (Main Street) 620 N 43.5 104.5 3.0% 1.596 989 61.0 Camp Keais Pope John Paul II Boulevard Immokalee Road 290 S 62.0 160.0 3.2% 1.658 481 Notes: 1) 2021 AUIR 2) Exhibit B 3) Growth Rate R = (2045 FSUTMS Vol/2015 FSUTMS VOI)^(1/30)-1 4) Growth Factor = (1+R)^16 = (2045 Vol/2015 VOI)^(16/30) 5) 2021 AUIR Vol x (1+R)^16 or (2045 FSUTMS AADT x K=.09 x D=.56) / (1+R)^8 0 AUIR ID # Roadway Link From To Existing Year Peak Hour Peak Direction Volume (1) Peak Direct- ion (1) FSUTMS 2015 AADT 1 (100s) (2) FSUTMS 2045 AADT (100s) (2) Annual Growth Rate (Percent Compound- ed) (3) Growth Factor to Analysis Year (4) 2037 Peak Hour Peak Direction Background Traffic Volume (5) 61.0 Camp Keais Oil Well Road Pope John Paul II Boulevard 290 S 10.0 50.0 I 5.5% 2.359 684 85.0 SR 29 9th Street CR 29A North 700 S 106.0 128.5 0.6% 1.108 776 111.1 Vanderbilt Beach Road Airport Road Livingston Road 2040 E 334.5 464.5 1.1% 1.191 2430 111.2 Vanderbilt Beach Road Livingston Road Logan Blvd. 2400 E 332.5 458.0 1.1% 1.186 2847 112.0 Vanderbilt Beach Road Logan Boulevard Collier Boulevard 1680 E 240.5 379.5 1.5% 1.275 2143 119.0 Oil Well Road Immokalee Road Everglades Boulevard 1070 E 105.5 85.5 -0.7% 0.894 957 120.0 Oil Well Road Everglades Boulevard Desoto Boulevard 430 E 66.0 247.0 4.5% 2.022 869 121.1 Oil Well Road Desoto Boulevard Oil Well Grade 430 E 70.0 239.0 4.2% 1.925 828 121.2 Oil Well Road Oil Well Grade Ave Maria Blvd 430 E 71.5 282.0 4.7% 2.079 894 122.0 Oil Well Road Ave Maria Blvd Camp Keais Road 430 E 13.0 64.0 5.5% 2.340 1006 122.0 Oil Well Road Camp Keais Road SR 29 430 E 3.0 14.0 5.3% 2.274 978 123.0 Golden Gate Boulevard Wilson Boulevard 18th Street NE/SE 1480 E 184.0 193.0 0.2% 1.026 1518 123.1 Golden Gate Boulevard 18th Street NE/SE Everglades Boulevard 1480 E 115.0 136.0 0.6% 1.094 1618 124.0 Golden Gate Boulevard Everglades Boulevard DeSoto Boulevard 280 E 37.0 20.0 -2.0% 0.720 202 132.0 Randall Boulevard Immokalee Road 8th Street NE 810 E 110.0 304.0 3.4% 1.720 1393 132.0 Randall Boulevard 8th Street NE Everglades Blvd. 810 E 91.5 261.5 3.6% 1.751 1418 133.0 Randall Boulevard Everglades Boulevard DeSoto Boulevard 170 E 19.5 35.0 2.0% 1.366 232 134.0 Everglades Boulevard 1-75 6th Ave SE 420 S IILJ 290.0 11.S% 1 5.726 2405 Notes: 1) 2021 AUIR 2) Exhibit B 3) Growth Rate R = (2045 FSUTMS Vol/2015 FSUTMS Vol)A(1/30)-1 4) Growth Factor = (1+R)A16 = (2045 Vol/2015 Vol)A(16/30) 5) 2021 AUIR Vol x (1+R)A16 or (2045 FSUTMS AADT x K=.09 x D=.56) / (1+R)A8 O AUIR ID # Roadway Link From To Existing Year Peak Hour Peak Direction Volume (1) Peak Direct- ion (1) FSUTMS 2015 AADT (100s) (2) FSUTMS 2045 AADT (100s) (2) Annual Growth Rate (Percent Compound- ed) (3) Growth Factor to Analysis Year(4) 2037 Peak Hour Peak Direction Background Traffic I Volume (5) 134.0 Everglades Boulevard 6th Ave SE Golden Gate Boulevard 420 S 78.0 271.0 4.2% 1.943 816 135.0 Everglades Boulevard Golden Gate Boulevard Vanderbilt Beach Road Ext. 370 N 41.0 293.0 6.8% 2.854 1056 135.0 Everglades Boulevard Vanderbilt Beach Road Ext. 18th Ave NE 370 N 37.0 310.0 7.3% 3.107 1150 135.0 Everglades Boulevard 18th Ave NE Randall Boulevard 370 N 54.0 293.0 5.8% 2.464 912 135.0 Everglades Boulevard Randall Boulevard Oil Well Road 370 N 41.5 357.5 7.4% 3.153 1167 136.0 Everglades Boulevard Oil Well Road Immokalee Road 610 N 45.0 99.0 2.7% 1.523 929 137.0 Desoto Boulevard I-75 6th Ave SE 180 S 5.5 31.0 5.9% 2.515 453 137.0 Desoto Boulevard 6th Ave SE Golden Gate Boulevard 180 S 30.0 8.0 -4.3% 0.494 89 138.0 Desoto Boulevard Golden Gate Boulevard 18th Ave NE 150 S 13.0 19.0 1.3% 1.224 184 138.0 Desoto Boulevard 18th Ave NE Randall Boulevard 150 S 21.0 50.0 2.9% 1.588 238 138.0 Desoto Boulevard Randall Boulevard Oil Well Road 150 S 15.5 41.5 3.3% 1.691 254 Vanderbilt Beach Road Ext. Collier Boulevard Curry Canal bend (NW 7th/9th) 0 E 0.0 223.5 2.0% 0.000 961 Vanderbilt Beach Road Ext. Curry Canal bend (NW 7th/9th) Wilson Boulevard 0 E 0.0 184.0 2.0% 0.000 791 Vanderbilt Beach Road Ext. Wilson Boulevard Everglades Boulevard 0 E 0.0 91.5 2.0% 0.000 393 1-75 Everglades Boulevard CR 951 1050 E 189.0 555.0 3.7% 1.847 1939 1-75 CR 951 Golden Gate Parkway 1966 N 411.0 890.0 2.6% 1.549 3046 18th Avenue NE Everglades Boulevard Desoto Boulevard 0 E 0.0 24.0 2.0% 0.000 103 6th Avenue SE Everglades Boulevard Desoto Boulevard 0 E 0.0 44.0 2.0% 0.000 189 Notes: 1) 2021 AUIR 2) Exhibit B 3) Growth Rate R = (2045 FSUTMS Vol/2015 FSUTMS Vol)A(1/30)-1 4) Growth Factor = (1+R)A16 = (2045 Vol/2015 Vol)A(16/30) 5) 2021 AUIR Vol x (1+R)A16 or (2045 FSUTMS AADT x K=.09 x D=.56) / (1+R)A8 rD n O n 0 0 i= rt vo 0 0 c o' Z3 AUIR ID # Roadway Link From To 2037 Config- uration (1) 2037 Peak Hour Peak Direction Service Volume (1) Im- proved 2037 Peak Hour Peak Direction Background Traffic Volume (2) 2037 Back- ground Traffic V/C Level of Service Defic- iency Yes/ No 4.0 Airport Road Golden Gate Parkway Radio Road 6D 2800 N 3070 1.10 Yes 17.0 Golden Gate Boulevard Collier Boulevard Wilson Boulevard 4D 2300 N 2043 0.89 No 19.0 Golden Gate Parkway Goodlette-Frank Road Airport Road 6D 3550 N 3084 0.87 No 20.1 Golden Gate Parkway Airport Road Livingston Road 6D 3550 N 4187 1.18 Yes 20.2 Golden Gate Parkway Livingston Road 1-75 6D 3550 N 3969 1.12 Yes 30.2 Collier Boulevard Vanderbilt Beach Road Golden Gate Boulevard 6D 3000 N 1826 0.61 No 31.1 Collier Boulevard Golden Gate Boulevard Pine Ridge Road 6D 3000 N 2886 0.96 No 31.2 Collier Boulevard Pine Ridge Road Green Boulevard 6D 3000 N 2952 0.98 No 32.1 Collier Boulevard Green Boulevard Golden Gate Pwky 6D 3500 Y 1787 0.51 No 33.0 Collier Boulevard 1-75 Davis Boulevard 8D 3600 N 3022 0.84 No 34.0 Collier Boulevard Davis Boulevard Rattlesnake Hammock Road 6D 3000 N 2788 0.93 No 43.1 Immokalee Road 1-75 Logan Boulevard 6D/8D 3500 N 2522 0.72 No 43.2 Immokalee Road Logan Boulevard Collier Boulevard 6D 3200 N 2608 0.82 No 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 6D 3300 N 2987 0.91 No 45.0 Immokalee Road Wilson Boulevard Randall Boulevard 6D 3300 N 2617 0.79 j No 46.0 Immokalee Road Camp Keais Road SR 29 2U 900 N 747 0.83 No 58.0 N. 1st Street New Market Road SR-29 (Main Street) 2U 900 N 989 1.10 Yes 61.0 Camp Keais Pope John Paul II Boulevard Immokalee Road 2U 1000 N 481 0.48 No Notes: 1) Based on 2021 AUIR data and approved future roadway improvements 2) Background Traffic Table 0 rD o- 0 0 n n 0 0 c as 0 c 0 v D AUIR ID # Roadway Link From To 2037 Config- uration (1) 2037 Peak Hour Peak Direction Service Volume (1) Im- proved 2037 Peak Hour Peak Direction Background Traffic Volume (2) 2037 Back- ground Traffic V/C Level of Service Defic- iency Yes/ No 61.0 Camp Keais Oil Well Road Pope John Paul II Boulevard 2U 1000 N 684 0.68 No 85.0 SR 29 9th Street CR 29A North 2U 900 N 776 0.86 No 111.1 Vanderbilt Beach Road Airport Road Livingston Road 6D 3000 N 2430 0.81_ No 111.2 Vanderbilt Beach Road Livingston Road Logan Blvd. 6D 3000 N 2847 0.95 No 112.0 Vanderbilt Beach Road Logan Boulevard Collier Boulevard 6D 3000 N 2143 0.71 No 119.0 Oil Well Road Immokalee Road Everglades Boulevard 4D 2000 N 957 0.48 No 120.0 Oil Well Road Everglades Boulevard Desoto Boulevard 6D 3800 Y 869 0.23 No 121.1 Oil Well Road DeSoto Boulevard Oil Well Grade 6D 3800 Y 828 0.22 No 121.2 Oil Well Road Oil Well Grade Ave Maria Blvd 4D 2000 N 894 0.45 No 122.0 Oil Well Road Ave Maria Blvd Camp Keais Road 2U 800 N 1006 1.26 Yes 122.0 Oil Well Road Camp Keais Road SR 29 2U 800 N 978 1.22 Yes 123.0 Golden Gate Boulevard Wilson Boulevard 18th Street NE/SE 4D 2300 N 1518 0.66 No 123.1 Golden Gate Boulevard 18th Street NE/SE Everglades Boulevard 4D 2300 N 1618 0.70 No 124.0 Golden Gate Boulevard Everglades Boulevard DeSoto Boulevard 2U 1010 N 202 0.20 No 132.0 Randall Boulevard Immokalee Road 8th Street NE 4D 2000 Y 1393 0.70 No 132.0 Randall Boulevard 8th Street NE Everglades Blvd. 6D 3100 Y 1418 0.46 No 133.0 Randall Boulevard Everglades Boulevard DeSoto Boulevard 2U 900 N 232 0.26 No 134.0 Everglades Boulevard 1-75 6th Ave SE 4D 1800 Y 2405 1.34 Yes Notes: 1) Based on 2021 AUIR data and approved future roadway improvements 2) Background Traffic Table 0 N O � W n V p T � C H rt � rDrD o Q 0 d I rD d :3 CO m a n � oa 0 � Q Q Z7- N v � w n 0 n. 0 0 N AUIR ID # Roadway Link From To 2037 Config- uration (1) 2037 Peak Hour Peak Direction Service Volume (1) Im- proved 134.0 Everglades Boulevard 6th Ave SE Golden Gate Boulevard 4D 1800 N 135.0 Everglades Boulevard Golden Gate Boulevard Vanderbilt Beach Road Ext. 4D 1800 Y 135.0 Everglades Boulevard Vanderbilt Beach Road Ext. 18th Ave NE 4D 1800 Y 135.0 Everglades Boulevard 18th Ave NE Randall Boulevard 4D 1800 N 135.0 Everglades Boulevard Randall Boulevard Oil Well Road 4D 1800 Y 136.0 Everglades Boulevard Oil Well Road Immokalee Road 2U 800 N 137.0 DeSoto Boulevard 1-75 6th Ave SE 21-1 800 N 137.0 DeSoto Boulevard 6th Ave SE Golden Gate Boulevard 21-1 800 N 138.0 DeSoto Boulevard Golden Gate Boulevard 18th Ave NE 21-1 800 N 138.0 DeSoto Boulevard 18th Ave NE Randall Boulevard 21-1 800 N 138.0 DeSoto Boulevard Randall Boulevard Oil Well Road 21-1 800 N Vanderbilt Beach Road Ext. Collier Boulevard Curry Canal bend (NW 7th/9th) 6D 3000 Y Vanderbilt Beach Road Ext. Curry Canal bend (NW 7th/9th) Wilson Boulevard 4D 2000 Y Vanderbilt Beach Road Ext. Wilson Boulevard Everglades Boulevard 2U 1000 Y 1-75 Everglades Boulevard CR 951 4F 3890 N 1-75 CR 951 Golden Gate Parkway 6F 5780 N 18th Avenue NE Everglades Boulevard Desoto Boulevard 2U 1000 N 6th Avenue SE lEverglades Boulevard Desoto Boulevard 2U 1000 N Notes: 1) Based on 2021 AUIR data and approved future roadway improvements 2) Background Traffic Table 2037 Peak Hour Peak Direction Background Traffic Volume (2) 2037 Back- ground Traffic V/C Level of Service Defic- iency Yes/ No 816 0.45 No 1056 0.59 No 1150 0.64 No 912 0.51 No 1167 0.65 No 929 1.16 Yes 453 0.57 No 89 0.11 No 184 0.23 No 238 0.30 No 254 0.32 No 961 0.32 No 791 0.40 No 393 0.39 No 1939 0.50 No 3046 0.53 No 103 0.10 No 189 0.19 No rD a n 0 n 77 n 0 0 N c M oa 0 0 c 0 3 N AUIR ID # Roadway Link From To 2037 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 Sery ice Vol- ume (1) Future Total Traffic V/C Level of Service Defic- iency Yes/ No 4.0 Airport Road Golden Gate Parkway Radio Road 3070 N/E 89 72 3159 2800 1.13 Yes 17.0 Golden Gate Boulevard Collier Boulevard Wilson Boulevard 2043 N/E 322 261 2365 2300 1.03 Yes 19.0 Golden Gate Parkway Goodlette-Frank Road Airport Road 3084 N/E 169 138 3253 3550 0.92 No 20.1 Golden Gate Parkway Airport Road Livingston Road 4187 N/E 275 223 4462 3550 1.26 Yes 20.2 Golden Gate Parkway Livingston Road 1-75 3969 N/E 341 276 4310 3550 1.21 Yes 30.2 Collier Boulevard Vanderbilt Beach Road Golden Gate Boulevard 1826 S/W 76 93 1919 3000 0.64 No 31.1 Collier Boulevard Golden Gate Boulevard Pine Ridge Road 2886 N/E 260 212 3146 3000 1.05 Yes 31.2 Collier Boulevard Pine Ridge Road Green Boulevard 2952 N/E 163 132 3115 3000 1.04 Yes 32.1 Collier Boulevard Green Boulevard Golden Gate Pwky 1787 N/E 142 115 1929 35001 0.55 No 33.0 Collier Boulevard 1-75 Davis Boulevard 3022 N/E 262 213 3284 3600 0.91 No 34.0 Collier Boulevard Davis Boulevard Rattlesnake Hammock Road 2788 N/E 131 107 2919 3000 0.97 No 43.1 Immokalee Road 1-75 Logan Boulevard 2522 N/E 131 107 2653 3500 0.76 No 43.2 Immokalee Road Logan Boulevard Collier Boulevard 2608 N/E 171 140 2779 3200 0.87 No 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 2987 N/E 252 204 3239 33001 0.98 No 45.0 Immokalee Road Wilson Boulevard Randall Boulevard 2617 N/E 334 272 2951 3300 0.89 No 46.0 Immokalee Road Camp Keais Road SR 29 747 N/E 112 137 0.56 747 587 859 724 859 900 0.95 No 58.0 IN. 1st Street New Market Road SR-29 (Main Street) 989 N/E 26 32 0.56 989 777 1015 809 1015 900 1.13 Yes 61.0 Camp Keais Pope John Paul II Boulevard Immokalee Road 481 S/W 131 160 641 1000 0.64 No Notes: 1) Background Traffic Conditions Table 2) Background Traffic Development Table 3) Project Traffic Impact Table 4) Appendix J -i n) n 0 n n O 7 N c 3 oa 0 c 0 O N AUIR ID # I Roadway Link From To 2037 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- ional 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 Sery ice Vol- ume (1) Future Total Traffic V/C Level of Service Defic- iency Yes/ No 61.0 Camp Keais Oil Well Road Pope John Paul II Boulevard 684 S/W 131 160 844 1000 0.84 No 85.0 SR 29 9th Street CR 29A North 776 S/W 29 36 812 900 0.90 No 111.1 Vanderbilt Beach Road Airport Road Livingston Road 2430 N/E 91 74 2521 3000 0.84 No 111.2 Vanderbilt Beach Road Livingston Road Logan Blvd. 2847 N/E 127 103 2974 3000 0.99 No 112.0 Vanderbilt Beach Road Logan Boulevard Collier Boulevard 2143 N/E 152 124 2295 3000 0.77 No 119.0 Oil Well Road Immokalee Road Everglades Boulevard 957 N/E 163 132 1120 2000 0.56 No 120.0 Oil Well Road Everglades Boulevard Desoto Boulevard 869 N/E 834 676 1703 3800 0.45 No 121.1 Oil Well Road Desoto Boulevard Oil Well Grade 828 N/E 663 817 0.56 828 651 1491 1468 1491 3800 0.39 No 121.2 Oil Well Road Oil Well Grade Ave Maria Blvd 894 N/E 623 769 0.56 894 702 1517 1471 1517 2000 0.76 No 122.0 Oil Well Road Ave Maria Blvd Camp Keais Road 1006 N/E 158 1 195 0.56 1006 790 1164 985 1164 800 1.46 Yes 122.0 Oil Well Road Camp Keais Road SR 29 978 N/E 24 30 1 0.56 978 768 1002 798 1002 900 1.25 Yes 123.0 Golden Gate Boulevard Wilson Boulevard 18th Street NE/SE 1518 N/E 394 319 1912 2300 0.83 No 123.1 Golden Gate Boulevard 18th Street NE/SE Everglades Boulevard 1618 N/E 478 388 2096 2300 0.91 No 124.0 Golden Gate Boulevard Everglades Boulevard DeSoto Boulevard 202 N/E 584 474 786 1010 0.78 No 132.0 Randall Boulevard Immokalee Road 8th Street NE 1393 N/E 389 316 1782 2000 0.89 No 132.0 Randall Boulevard 8th Street NE Everglades Blvd. 1418 N/E 478 388 1896 31001 0.61 No 133.0 Randall Boulevard Everglades Boulevard DeSoto Boulevard 232 N/E 372 303 614 900 0.67 No 134.0 Everglades Boulevard 1-75 6th Ave SE 2405 S/W 669 542 0.56 1890 2405 2559 2947 2947 1800 1.64 Yes Notes: 1) Background Traffic Conditions Table 2) Background Traffic Development Table 3) Project Traffic Impact Table 4) Appendix 1 O m `C b Q) H N I a I ti ti N O W V "n = O rt O C � z O 0 0 3 O_ Z d a O v m � m �- �; o ri W O O a 0 7 m Cr n 0 n n 0 0 N C rF 7 as U, 0 c 0 N D AUIR ID # Roadway Link From To 2037 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- ional Split (4) Back- ground Traffic N/E Back- ground Traffic I S/W Total Traffic N/E Total Traffic I S/W Total Traffic Analy- sis Vol- ume Future Peak Hour Peak Direct- ion Sery ice Vol- ume (1) Future Total Traffic V/C Level of Service Defic- iency Yes/ No 134.0 Everglades Boulevard 6th Ave SE Golden Gate Boulevard 816 S/W 347 282 0.56 641 816 988 1098 1098 1800 0.61 No 135.0 Everglades Boulevard Golden Gate Boulevard Vanderbilt Beach Road Ext. 1056 N/E 614 498 1670 1800 0.93 No 135.0 Everglades Boulevard Vanderbilt Beach Road Ext. 18th Ave NE 1150 N/E 577 711 0.56 1150 904 1727 1615 1727 1800 0.96 No 135.0 Everglades Boulevard 18th Ave NE Randall Boulevard 912 N/E 328 404 0.56 912 717 1240 1121 1240 1800 0.69 No 135.0 Everglades Boulevard Randall Boulevard Oil Well Road 1167 N/E 417 515 0.56 1 1167 917 15841 1432 1584 1800 0.88 No 136.0 Everglades Boulevard Oil Well Road Immokalee Road 929 N/E 70 87 0.56 929 730 999 817 999 800 1.25 Yes 137.0 Desoto Boulevard 1-75 6th Ave SE 453 S/W 72 58 0.56 356 453 428 S11 511 800 0.64 No 137.0 Desoto Boulevard 6th Ave SE Golden Gate Boulevard 89 S/W 45 55 144 800 0.18 No 138.0 DeSoto Boulevard Golden Gate Boulevard 18th Ave NE 184 S/W 101 125 309 800 0.39 No 138.0 DeSoto Boulevard 18th Ave NE Randall Boulevard 238 S/W 512 630 868 800 1.09 Yes 138.0 DeSoto Boulevard Randall Boulevard Oil Well Road 254 S/W 72 89 343 800 0.43 No Vanderbilt Beach Road Ext. Collier Boulevard Curry Canal bend (NW 7th/9th) 961 N/E 165 134 1126 3000 0.38 No Vanderbilt Beach Road Ext. Curry Canal bend (NW 7th/9th) Wilson Boulevard 791 N/E 169 138 960 2000 0.48 No Vanderbilt Beach Road Ext. Wilson Boulevard Everglades Boulevard 393 N/E 167 136 560 1000 0.56 No 1-75 Everglades Boulevard CR 951 1939 N/E 589 477 2528 3890 0.65 No 1-75 CR 951 Golden Gate Parkway 3046 N/E 311 383 0.56 3046 2393 3357 2776 3357 5780 0.58 No 18th Avenue NE Everglades Boulevard Desoto Boulevard 103 N/E 377 305 480 10001 0.480 No 6th Avenue SE Everglades Boulevard Desoto Boulevard 189 N/E 1 413 1 335 6021 10001 0.602 Nc Notes: 1) Background Traffic Conditions Table 2) Background Traffic Development Table 3) Project Traffic Impact Table 4) Appendix J 0 =uuuuuuuumuuuuuuuuuuuuuu . . . . . . . . . . . . . . man an a NONE-- HHUHHHHHHUHHummunuunuuum ,.,-.---�HUUUUUUUUUUUUUUUUUUUUUUU unnounnuuuuuuuuuuuuuuuun MENEEMENUUMUMMENNEUUMME mosiEeiiannonuunuuuuuuuuuuuuuuuuu unuounnuounuounnuou �� =uuuuuuHuuuuuuHuuuuuuuuu E�'"Ummmmmmmmmmmmmuuuummmmmm �"rUmmmmmmmmmmmmmuuuummmmmm mmmiluuuuuuuuuuuUUUUUUUUUUUUU an M�Muumuuuuummmmmmmumuumummmi ,---,,-.=NUUNUUUUUEEEEENEUEUUMUSEN� uuuuuuuuumuuuuuuuuuuuumuu uuuuumuuuuuuuuuuuuuuuuuuu mungul iI N N M 0 N I ti � M N Vf VI Yf VI LL LL LL N LL Vl LL N LL N I.L VI LL N al 7 � w a m M O O O M m m O o o H M In I, It am N o0 ID 0o tD m 1� o to' o N o C cD In m cD m woo In o 0 i/1 M N U t0 lr Lc 1� O O rj m I-- O o m N 1, O ti t0 O O O m O N ja ID -t N N w N -4 N N I, N n O N M F N It N 7 N � N ILn n .V ❑ to ' LDD n ' O Iol1 ICp N m 14 O I w N v V v .N.. 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N O w a) 7 7 J U U Q� V ❑ G ❑ F d w � � H O ci M m O •6 "6 T d' O O O 3 U C N L I I I I I ID m- I o0 oo o I I I w N _ d 3 c o o m m c o o Fy Z U V' N F '--I o y N F F- a) I I I a N I I I cl Lr O `p U N r O p O ~ F IO— ti 0-o ci o N O O I I I o0 O I I I mCJ Ili n N O ID N 3 000 N `m 00 O o p } Gl N tND N m I I I I I W L ? m W N o al w m 1a y K C N > > 7 V C N = _ 2 J Y Y co C L 'Q a1 to L O In O In C V a0+ N O .a 0 o U O al al y N O O 7 m O O L In -� ❑ ❑ ¢ 2 ❑ m Io N m u ¢ F- •� •E 'E 'E E m O ❑ `m lL tL 11 LL LL C ono C d D_ d C ai v ar = a) 7& M M v u u v cai v 'In ar 0o 00 oa o Q v v [n I 1 I 1 I 1 I I I o I O I Ln I O I O I 'i ea O O O O O O O " N 1-1 I N " N N N c-I N N oo N W 'i 1, fV n In n m n In n I, n N In 7 7 � ❑ a! wob y U j v m In a O m m m p v ❑ ❑ Q p o o o O u , v 7 7 N Z J v ❑ 10 lL IL lL N C c a r Y al N N - •fp •fp U u u u j a) Y up .n in in Q O U U V O w F TBC-INTRA_DAY.DBF - 5/30/22 - 6 Select zones in 1 run LZonePROD_ TOT ATTR_ TOT TOTV_ TOT Per- cent of Town Total INTRA_ TOT EXT- ERNAL_ TOT INT- ERNAL TOT PCENT_ TOT 2248 9,030.22 9,030.32 18,060.54 31.3% 1,017.89 16,025 2,036 11.3% 2322 7,274.35 7,274.43 14,548.78 25.2% 990.46 12,568 1,980 13.6% 2515 4,547.37 4,547.45 9,094.83 15.8% 140.45 8,813 281 3.1% 2870 4,697.35 4,697.37 9,394.72 16.3% 161.40 9,072 323 3.4% 2946 2,475.42 2,475.42 4,950.84 8.6% 88.47 4,775 177 3.6% 2949 832.47 832.44 1,664.91 2.9% 0.79 1,663 1 0.1% Total 28,857 28,857 57,715 100.0% 2,399 52,916 4,798 8.3% External to the Town = 52,916 - 8,736 = 44,180 Total Town Capture = 4,798 + 8,736 = 13,534 Intra-zonal capture as % of total trips = 4,798 / 57,715 = 8.3% Inter -zonal capture as % of total trips = 8,736 / 57,715 = 15.1% Town Internal Capture Rate = 13,534 / 57,715 = 23.4% External Percentage = 76.6% Inter -Zonal Trips Between Project Zones Zone Sel zone 1 2 3 4 5 6 sum 2515 1 0 0 0 0 0 0 2515 1 331 519 135 154 84 1223 2870 2 331 623 150 204 59 1367 2248 3 519 623 564 838 167 2711 2946 4 135 150 564 489 18 1356 2322 5 154 204 838 489 33 1718 2322 5 0 0 0 0 0 0 2949 6 84 59 167 18 33 i J 361 Inter -Zonal Sum 8,736 Table contains the selzone vols on each centroid connector from other TBC zones. Cumulative Development to Year 2032 (2) ITE Measurement Useion LU# Unit of Units ._ .. PM Peak Hour Reduct- % AM In Peak Hour Out Total 821Y 1000 SF 310.634 1 1 2 Total 29,352 1200 1301 2501 680 417 1097 Shopping Plaza 40K-150K - Supermarket Yes Internal 34.0 256 594 850 10.6 64 52 116 Retail External 944 707 1651 616 365 981 Pass -By 9.3 88 66 154 9.3 58 34 92 Net New 856 641 1497 558 331 889 Single -Family Detached Housing 210 Dwelling Units 4,560 2 2 2 33,897 2270 1333 3603 626 1783 2409' Single -Family Attached Housing 215 Dwelling Units 1,357 2 2 2 10,290 462 348 810 217 483 700 Multifamil Housing Low -Rise Not Close to Rail Transit 220 Dwelling Units 751 2 2 2 4,889 216 127 343 61 195 256 6,668 Total 49,076 2948 1808 4756 904 2461 3365 Residential Total Internal 17.3 575 246 821 2.4 26 55 81 External 2373 15621 3935 1 878 2406 3284 General Office Building 710 1000 SF 20.683 2 2 2 295 8 37 45 38 5 43 Medical/Dental Office Building -Stand -Alone 720 1000 SF 20.683 2 2 2 781 24 57 81 46 12 58 Office Park 750 1000 SF 79.750 2 2 2 1,094 17 104 121 239 30 269 Business Park 770 1000 SF 120.000 2 2 2 1,9901 44 1 127 171 138 24 162 241.116 Total 4,160 93 325 418 461 71 532 Office/Industrial Total Internal 30.4 68 59 127 14.1 46 29 75 External 25 266 1 291 415 42 457 Total 82,588 4241 3434 7675 2045 2949 4994 Internal 2,070 23.4 899 899 1798 5.4 136 136 272 Total External 80,518 3342 2535 5877 1909 2813 4722 Pass -By 246 2.6 88 66 154 1.9 58 34 92 Net New, 80,272 3254 2469 5723 1851 2779 4630 Trip Generation Rates from ITE Trip Generation Manual 11th Ed. Internal Capture Rate from FSUTMS Pass -by Capture volume based on lesser of. A) Rate per ITE Trip Generation Handbook 3rd Ed.; or B) County maximum allowable rate Daily Internal and Pass -by Capture volumes are the sum of the AM and PM results. Civic Uses are represented by Office Park. Industrial uses are represented by Business Park. 0 Q% E V, 7 f9 C ii O 41 c 0 a3oH o o v 0 0 c a � N w ;uaw 16 y -u!evalu3 0 0 0 0 0 /ewaup v V luelnelsay w O a : F- y c o c y c i wwo � a �' c ,. E xo c !a3oH o o m o 0 •oo O O le!luap!say d ;uaw O w -u!e:wa;u3 0 0 0 0 0 � w /eau!� ~ w a V n luelnelsay e o N m 0 m c u I!elay c o a a' L 'A C wU40IL — `o z c E so W 1340H o 0 0 0 0 0 0 0 00 0 fie!;uap!say o N o o m luaw a -u!elralu3 0 o 0 0 0 0 0 0 0 0 /ewau!:) m y w ;ue�nelsay d o 0 0 0 0 0 0 c d c ilelay ,.,, ? n o o w N ,:� � a31}}0 O ry N m N N O O c c E •N = w C ~ W F � O o N 0 !a;uH o 0 0 0 0 0 !e!luap!say m o 0 o 0 0 c luaw -u!e;relu3 0 o 0 0 00 0 0 0 0 m c /ewau!� •X m d lueine;say o od n o c N o o M o m � L c „��, a z v A 66 c o a ri o o ui •x � c m « L o p F, x ^ ^ o c ry o F N m � L n O o c A W E x° C V K Aumm leulalu! N 1930H o 0 0 0 0 0 6 !e!luamsay o ~ luaw E -u!eila4u3 0 0 o c o 0 m c /ewau!� v w L luejnelsay o o c o 0 0 c 0 O pelay -!MO _ n _ c 0 N y a O d W O ti 1�-- c 0 laloH o ti ry � .rvi c 0 le!luap!sal! 0 luaw v v -u!elJalu3 d n. U lu elnelsal! N N m m w H — c v pelaN o c c aull}O c � — !9 v £ x° L la;oH o [N-F .m 8 d luaw ¢ -ulelaalu3 o c w o o w 6 � n ;ueunelsay < ry M N � o 76 `w I!elall n v ry a ti ` s a v - c a�imc ry m ry a o l7 - O O .� llf � W o laloH o 0 0 o 0 o 0 o 0 0 o o c lenuap!sall lualu -ulelJalu3 0 0 C 0 0 0 a /ewaul:) m 'v 3ueJnelsaa o o 0 0 00 0 0 0 0 0 m c 1lela2i o o to ry 0 o anll0 rpi ry 4 1 6 o m v —y 0 c N F `w f o E « w d E a = W IaloH o 0 m 0 o o o m le!luap!sau o o 0 0 0 n ;uaw w ~ -u!elJalu3 o o m o 6 0 0 0 0 m /ewau!: 'X W m lueJne;salt o m o mo 0 c 1!elal! N o o o aaWO a o o 0 0 0 0 w - E E 0 O « L° c a E v =o V w ¢ u `m h¢ c _ V v o o 0 o m o v _ c w o o ry o m ro � m e � o ary o 0 0 0 6 V K 8u!l!x3 o o m lewa;ul � u°1i o N ro laloH o 0 0 0 0 0 a le!luaRsaa F luaw -u!eValu3 0 0 0 0 0 0 `m c /ewau!:) a ai ;uelnelsalJ o 0 0 0 0 0 c 0 V 1!ela8 � o 0 0 o ry a�1110 n o 0 0 0 �c y = Er = c w o c•- ar v z z Cumulative Development to Year 2032 821Y 1000 SF 310.634 1 1 2 Total 29,352 12DO 1301 2501 680 417 1097 Shopping Plaza 40K-150K -Supermarket Yes Internal 22.0 185 364 549 7.2 43 36 79 Retail External 1015 937 1952 637 381 1018 Pass -By 7.9 80 74 154 7.9 50 30 80 Net New 935 863 1798 587 351 938 Single -Family Detached Housing 210 Dwelling Units 4,560 2 2 2 33,897 2270 1333 3603 626 17113 2409 Single -Family Attached Housing 215 Dwelling Units 1,357 2 2 2 10,290 462 348 810 217 483 700 Multifamily Housing Low -Rise Not Close to Rail Transit 220 Dwellin-q Units 751 2 2 2 4,889 216 127 343 61 195 256 6,668 Total 49,D76 2948 1808 4756 904 2461 3365 Residential Total Internal 10.9 344 173 517 1.6 18 37 55 External 1 2604 16351 4239 1 886 2424 3310 General Office Building 710 1000 SF 20.683 2 2 2 295 8 37 45 38 5 43 Medical/Dental Office Building -Stand -Alone 720 1000 SF 20.683 2 2 2 781 24 57 81 46 12 58 Office Park 750 1000 SF 79.750 2 2 2 1,094 17 104 121 239 30 269 241.116 Total 4,160 93 325 418 461 71 532 Office/industrial Total Internal 35.9 1 79 1 71 150 9.4 31 19 50 External 14 254 268 430 52 482 Total 82,588 4241 3434 7675 2045 2949 4994 Internal 1,400 15.8 608 608 1216 3.7 92 92 184 Total External 81,188 3633 2826 6459 1953 2857 4810 Pass -By 234 2.4 80 74 154 1.7 5D 30 80 MPt NPw Rn 954 3553 2752 6305 1903 2827 4730_ Trip Generation Rates from ITE Tip Generation Manual 11th Ed. Internal Capture Rate from ITE Pass -by Capture volume based on lesser of. A) Rate per ITE Tip Generation Handbook 3rd Ed.; or B) County maximum allowable rate Daily Internal and Pass -by Capture volumes are the sum of the AM and PM results. c 0 IaloH o o c o 0 C a lepuaplsaa � w ;uaw N d w -ulLvGqu3 0 0 0 0 o d /ewaul: w 'J o, V C I=nalsau N w o N 1D w O o H - c d Ile;au m CO o v C = a c c � c I810H o o m o 0 'oo O `o lelluaplsaa a ;uaw z -ulelJalu3 0 0 0 0 0 /ewaul:) ~ m n iuelnelsau w o F o A � c y c pelay N O .a eai 2 o v d c '` c w!NO - o � d 5 E = d lal°H 0 o 0 0 0 o c o 0 le!ivaplsall o ^! o o m ivaw -uleiJalu3 0 o 0 0 0 00 0 0 o c /ewaulz) m L iuemelsau o o O d o 0 0 W 0 a Ilelail ti co c a3l}i0 a n o w w L c y m d u w E° d = w 1p c ti Q c a o Ia1°H o 0 c 0 cD o ID 0 0 lelluaplsall o �o o 0 0 a ;uaw F` •ul¢lJa;u3 0 o 0 0 0 0 0 o 0 0 m e /ewaul:) 'z c m iuemelsaN o v o c _ Leiali `, o o o ry o aaliio o o N a o _ m \ i Li O O c E a'+ c m - V a N O O N O n c c w ti .n. o oo d « m E r d c o 0 o z" c d E � x i- 8u18x3 N Ieulalul lalOH 0 0 0 0 0 0 a le!luaplsay o , o o o .Wi ;uaw 10 c -uleiJalu3 0 0 0 0 0 0 d c /ewaug v d i iuelnelsall o 0 0 0 0 0 c 0 V llelaa O N O v aawo d « c \ c E y T W G m r Ll o z h d E x d c c W w H c 0 m ' A lel;uaplsay a a ,, e o w juaw m -ule>Ja3u3 � rtDi' m o o d m e /ewaulj � d V o. luune;say w a o o � C m c `y llelay 00 C N N x o_ E y C aJl40 M m b N O `v C � c m E - > > z I W 5 0 c lalOH o m n N m 'm o `o lel;uaplsay N N W N a juaw ¢ -uleljalu3 o v w o o /ewaul: V V luunelsay 0 F o a m 'o c c w _c Relay o a c — c 871jj0 N m N O l7 a - u d m E E - 0 ~ � o � __ °' E •O x° lajoH 0 o 0 0 0 0 o 0 a 0 0 lei;uaplsay m o v juaw -ulejjalu3 0 0 0 0 o 0 ° r /ewaulj m c 'a W ;ueinelsay o o 0 0 0 0 c `v E Relay o m 0 0 v ? ry o n 0 o aJ!if0 a0 � N m N IG � O N O o m d v _ E r v w r Ci W W _ m m o W la;oH o e 0 o N lel;uaplsay L, 1 m o 0 0 c juaw f -ulelralu3 o N o 0 0 c /ewaup K W - c `m jueanejsay o m m o o m 0 o c Relay aJlS10 0 N o o � n o d C 5 � C E r E L L--� c E •O x K V W w. 10 al o o o - U N - m c c c w I o � c O a m Om1 � O O N O N O Pul;lx3 o lewa3ui ^ m o � O � lalOH o 0 0 0 0 0 a lesuaplsay w f juaw 10 c -uleVa;u3 0 0 0 0 0 0 `m E /ewaoq v v e ;uejnejsay c o 0 0 0 0 c 0 V llejay � o O ON � aJ.4 N o o vmi o n N ` N m k W r d N 9 O Ct W O 1it i CrrD O n 77 n 0 0 c L" 0 c 0 Absorption Schedule to the Year 2032 Land Use River- grass Long- Water Town Core Bell- mar Total Size Units Employ- ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Detached Dus 1,281 1,281 DUs 1281 Single Family Detached Dus - - DUs Single Family Attached DUs 714 714 DUs 714 Multi -Family Dus 220 220 DUs 220 Affordable Housing - - Retail 80,000 [:80:,000 SF 3 240 Retail - SF 3 Office - - SF 4 Medical -Dental Office - - SF 4 Civic/Institutional 26,000 26,000 SF 4 104 Civic/Institutional - - SF 4 Civic/Institutional - - SF 4 Industrial - - SF Z Elementary School SF 0.93 Elementary School Students Total 1281 934 0 240 104 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 O 0 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 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 2248 1648 8 COLLIER 2248 12021 1281 7 11 2562 2 0 33 67 934 8 12 1812 1.94 0 17 83 Other 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 2015 2248 1 1648 1 8 1 COLLIER 1 2248 12021 1 0 1 0 1 0 1 0 1 0 0 1 100 1 0 1 0 1 0 0 1 0 1 0 100 0 CT F 0 n 0 0 C h 0 0 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- VETRS- 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 1.73 0.85 New 2248 2215 4374 1.97 47014 760 1.73 0.85 1883 0 240 104 344 0 0 0 0 0 0 0 0 Other 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 2015 2248 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m n N a I y n 0 H 0 Q Ln O o z 3 UU rb o >v a r� a N � N � N S ,A ti 00 o ti w 0 Absorption Schedule to the Year 2032 Land Use River- grass Long- Water Town Core Bell- mar Total Size Units Employ ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Detached Dus 1,253 1,253 DUs 1253 Single Family Detached Dus - - DUs Single Family Attached DUs 362 362 DUs 362 Multi -Family Dus 178 178 DUs 178 Affordable Housing - - Retail 62,000 62,000 SF 3 186 Retail - - SF 3 Office - SF 4 Medical -Dental Office - - SF 4 Civic/Institutional 13,750 13,750 SF 4 55 Civic/Institutional - - SF 4 Civic/Institutional - - SF 4 Industrial - SF 2 Elementary School SF 0.93 Elementary School Students Total 1253 540 0 186 55 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 (D a 0 r) X, n 0 0 C rF 7 OG O_ C 0 TAZ15 TAZ10 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 0 100 710 1 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 1253 7 11 2506 2 0 33 67 540 8 12 1048 1.94 0 17 83 Other 2045 2322 1722 8 COLLIER 2322 12021 10 7 11 82 8.2 0 0 100 0 0 0 0 1 0 0 100 2045 2015 2322 1722 8 COLLIER 2322 12021 0 0 0 0 1 0 0 100 0 0 0 0 1 0 0 100 0 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- ERS- 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 1.73 0.85 New 2322 1793 3554 1.98 47014 760 1.73 0.85 1524 0 186 55 241 0 0 0 0 0 0 0 0 Other 2045 2322 10 82 8.2 47014 760 1.73 0.85 9 0 0 0 0 0 0 0 0 0 0 0 0 2045 2015 2322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 ,n a rb rb n ti Ln rb 0 N 0 a a 03 ro (D Q rn n� n —1 0 D N W N a N a N 0 w Absorption Schedule to the Year 2032 Land Use River- grass North Long- Water Town Core Bell- mar Total Size Units Employ- ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Detached Dus 822 822 DUs 822 Single Family Detached Dus - - DUs Single Family Attached DUs 281 281 DUs 281 Multi -Family Dus 185 185 DUs 185 Affordable Housing - - Retail - - SF 3 Retail - - SF 3 Office - - SF 4 Medical -Dental Office - - SF 4 Civic/Institutional - - SF 4 Civic/Institutional - SF 4 Civic/Institutional - SF 4 Industrial - - SF 2 Elementary School SF 0.93 Elementary School Students Total 822 466 0 0 0 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 0 < rD a as � CU Vf M L rt Z a o n rr ` N• D a N � N �- u, ti lrf v w TAZ15 TAZ10 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 2515 1917 8 COLLIER 2515 12021 822 7 11 1644 2 0 33 67 466 8 12 904 1.94 0 17 83 Other 2045 2515 1917 8 COLLIER 2515 12021 1000 7 11 2001 2 3 49 48 250 8 12 485 1.94 0 2 98 2045 2015 2515 1917 8 1 COLLIER 2515 12021 0 0 0 0 0 3 49 48 0 0 0 0 1 0 2 98 Cr n O n n 0 0 N C rF 7 0q 0 O C 0 TAZ15 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 iTM- 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 1.73 0.85 New 2515 1288 2548 1.98 47014 760 1.73 0.85 1095 0 0 0 0 0 0 0 0 0 0 0 0 Other 2045 2515 1250 2486 1.99 47014 760 1.73 0.85 1063 0 0 0 0 0 0 0 0 0 0 0 0 2045 2015 1 2515 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 F 0 ,ten N N N =J n i y Ln 0 J N 0 G Q rD -% Ln OrQ a� 3 N � N � z O a D � N a N �- Ln Ln p Cn W Absorption Schedule to the Year 2032 Land Use River- grass South Long- Water Town Core Bell- mar Total Size Units Employ ees per KSF SF MF Indust- rial Employ ees Com- mercial Employ ees Service Employ ees Student s Single Family Detached Dus 804 804 DUs 804 Single Family Detached Dus - - DUs Single Family Attached DUs - - DUs Multi -Family Dus 168 168 DUs 168 Affordable Housing - - Retail 80,000 80,000 SF 3 240 Retail - - SF 3 Office - SF 4 Medical -Dental Office - - SF 4 Civic/Institutional 25,000 25,000 SF 4 100 Civic/Institutional - - SF 4 Civic/Institutional - SF 4 Industrial - SF 2 Elementary School SF 0.93 Elementary School Students Total 804 168 0 240 100 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 0 I 0 0 a r rb rfl � fb as Z3 v a Ln Z3 CA Q o �• s n N tv N 00 w V O TAZ 15 TAZ 10 CC COUNTY NAME ZONE ST CNN 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 2870 8 COLLIER 2870 12021 804 7 11 1608 2 0 33 67 168 8 12 326 1.94 0 17 83 Other 2015 2870 2236 8 COLLIER 2870 12021 0 0 0 0 1 0 0 100 0 0 0 0 1 0 0 100 m ,ten a Z Ln Ln a I ti Cn o' 0 H i z 0 0 a G rro [D LQ � o d � a �n Q to ,� 0 N rr S D N ti N Ni u, V O TAZ15 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 iTM- SHORT PARK LONG PARK NOTES 2045 2248 2100 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 1.73 0.85 New 2870 972 1934 1.99 47014 760 1.73 0.85 826 0 240 100 340 0 0 0 0 0 0 0 0 Other 2015 2870 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z 0 a o% v �^ n � a o y n N N N' 00 o V LamU O Land Use River- grass Long- Water Town Core Bell- mar Total Size Units Employ- ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Detached Dus - - DUs Single Family Detached Dus - - DUs Single Family Attached DUs - - DUs Multi -Family Dus - - DUs Affordable Housing 441 441 DUs 441 Retail - - SF 3 Retail - - SF 3 Office - SF 4 Medical -Dental Office - SF 4 Civic/Institutional - SF 4 Civic/Institutional - SF 4 Civic/Institutional - SF 4 Industrial - SF 2 Elementary School SF Elementary School - - Students Total 441 0 0 0 0 0 Elementary School capacity per Collier County Public Schools COUNTY ST SF SF SF SF 0 SF 1 SF 2 MF MF MF PCT MF MF MF 0 MF 1 MF 2 TAZ 15 TAZ 10 CC NAME ZONE CNTY SFDU PCT PCT SF POP POP AUTO AUTO AUTO DU PCT VNP POP POP AUTO AUTO AUTO VAC VNP DU VAC DU 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 7 11 2 0 33 67 8 12 1.94 0 17 83 AVERAGE New 2944 8 COLLIER 2944 12021 441 7 11 882 2 0 33 67 0 8 12 0 1.94 0 17 83 RESD RESD POP P HH IN- HH INC HHLD WRKR WORK- IND COMM SERV TOT HM HM HM UNI SHORT LONG TAZ 15 SCHOOL V RS- NOTES HHLD POP HHLD COME INDEX SIZE ERS EMP EMP EMP EMP DU OCC POP PARK PARK HHLD ITY 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 47014 760 1.73 0.85 AVERAGE New 2944 441 882 2 47014 760 1.73 0.85 375 0 0 0 0 0 0 0 0 0 0 0 0 0 Absorption Schedule to the Year 2032 Land Use River- grass Long- Water Town Core Town Center North Bell- mar Total Size Units Employ- ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Detached Dus 400 400 DUs 400 Single Family Detached Dus - - DUs Single Family Attached DUs DUs Multi -Family Dus DUs Affordable Housing DUs Retail SF 3 Retail 47,273 47,273 SF 3 142 Office - - SF 4 Medical -Dental Office SF 4 Civic/Institutional SF 4 Civic/Institutional 2,500 2,500 SF 4 L30 Civic/Institutional 7,500 7,500 SF 4 Industrial 120,000 120,000 SF 2 FI 240 Total 400 0 240 142 40 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 0 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 1.00 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 2946 2238 8 COLLIER 2946 12021 400 7 11 800 2 0 33 67 0 8 12 0 1.94 0 17 83 Other 2015 2946 2238 8 COLLIER 2946 12021 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 ti, TAZ 1S 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- VE1RRS- 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 1.73 0.85 New 2946 400 800 2 47014 760 1.73 0.85 340 240 142 40 422 0 0 0 0 0 0 0 0 Other 2015 2946 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cr F O n 0 C h_ 0q 0 i= h 0 Absorption Schedule to the Year 2032 Land Use River- grass Long- Water Town Core Town Center North Bell- mar Total Size Units Employ- ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Detached Dus - DUs Single Family Detached Dus - DUs Single Family Attached DUs - DUs Multi -Family Dus - DUs Affordable Housing - - DUs Retail 41,361 41,361 SF 3 124 Retail - - SF 3 Office 20,683 20,683 SF 4 83 Medical -Dental Office 20,683 20,683 SF 4 83 Civic/Institutional 5,000 5,000 SF 4 20 Total 0 0 0 124 186 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 O COUNTY ST SF SF SF SF 0 SF 1 SF 2 MF MF MF PCT MF MF MF 0 MF 1 MF 2 TAZ 15 TAZ10 CC NAME ZONE CNTY SFDU PCT PCT SF POP POP AUTO AUTO AUTO DU PCT VNP POP POP AUTO AUTO AUTO VAC VNP DU VAC DU 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 7 11 2 0 33 67 8 12 1.94 0 17 83 AVERAGE New 2949 8 COLLIER 2949 12021 0 7 11 0 2 0 33 67 0 8 12 0 1.94 0 17 83 WRKR UNI- RESD RESD POP P HH IN- HH INC HHLD WORK- IND COMM SERV TOT HM HM HM SHORT LONG TAZ 15 SCHOOL V,RS- NOTES HHLD POP HHLD COME INDEX SIZE ERS EMP EMP EMP EMP DU OCC POP PARK PARK HHLD 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 47014 760 1.73 0.85 AVERAGE New 2949 0 0 #DIV/0! 47014 760 1.73 0.85 0 0 124 186 310 0 0 0 0 0 0 0 0 0 o 0 3 a nLn LQ rt � fD z o s � I fl N n N � to ^' .Pb NJ o LID W AUIRID # 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 Direction Service Volume (3) Signif- icance Thres- hold (%) (4) Peak Direct - ion Project Traffic as Percentage of Service Volume 17.0 Golden Gate Boulevard Collier Boulevard Wilson Boulevard 11.7 379 288 41) D 2300 3 16.5 22.0 Golden Gate Parkway Santa Barbara Boulevard Collier Boulevard 2.0 65 49 41) D 1980 3 3.3 30.2 Collier Boulevard Vanderbilt Beach Road Golden Gate Boulevard 4.2 104 136 61) E 3000 3 4.5 31.1 Collier Boulevard Golden Gate Boulevard Pine Ridge Road 11.6 376 285 6D E 3000 3 12.5 31.2 Collier Boulevard Pine Ridge Road Green Boulevard 7.4 239 182 6D E 3000 3 8.0 32.1 Collier Boulevard Green Boulevard Golden Gate Pwky 6.7 218 165 6D E 3500 3 6.2 32.2 Collier Boulevard Golden Gate Pwky Golden Gate Main Canal 4.0 130 99 61) E 1 3500 3 3.7 32.3 Collier Boulevard Golden Gate Main Canal 1-75 3.7 119 90 8D E 3600 3 3.3 42.2 Immokalee Road Livingston Road 1-75 3.5 114 86 6D/8D E 3500 3 3.3 43.1 Immokalee Road 1-75 Logan Boulevard 4.9 159 121 6D/8D E 3500 3 4.5 43.2 Immokalee Road Logan Boulevard Collier Boulevard 6.2 202 153 61) E 3200 3 6.3 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 9.2 298 226 61) E 3300 3 9.0 45.0 Immokalee Road Wilson Boulevard Randall Boulevard 11.5 374 284 61) E 3300 3 11.3 46.0 Immokalee Road Camp Keais Road SR 29 3.0 73 96 2U D 900 3 10.7 61.0 Camp Keais Pope John Paul II Boulevard Immokalee Road 3.4 84 111 2U D 1000 3 11.1 61.0 Camp Keais Dil Well Road Pope John Paul II Boulevard 3.4 84 111 2U D 1000 3 11.1 Notes: 1) Exhibit C 2) Percentage times PM peak hour net new external directional project traffic totals 3) Based on 2021 AUIR data and approved future roadway improvements 4) Collier County TIS Guidelines ro 0 O n 77 0 0 c ao L, 0 c rr 0 zS N 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 Direction Service Volume (3) Signif- icance Thres- hold (%) (4) Peak Direct - ion Project Traffic as Percentage of Service Volume 68.0 Pine Ridge Road 1-75 Logan Boulevard 3.4 109 83 6D E 2800 3 3.9 111.1 Vanderbilt Beach Road Airport Road Livingston Road 3.8 122 93 6D E 3000 3 4.1 111.2 Vanderbilt Beach Road Livingston Road Logan Blvd. 5.3 172 131 6D E 3000 3 5.7 112.0 Vanderbilt Beach Road Logan Boulevard Collier Boulevard 6.3 205 156 6D E 3000 3 6.8 119.0 Oil Well Road Immokalee Road Everglades Boulevard 6.3 203 155 4D D 2000 2 10.2 120.0 Oil Well Road Everglades Boulevard Desoto Boulevard 18.7 608 462 6D E 3800 2 16.0 121.1 Oil Well Road Desoto Boulevard Oil Well Grade 19.4 479 631 6D E 3800 2 16.6 121.2 Oil Well Road Oil Well Grade Ave Maria Blvd 18.0 444 586 4D D 2000 2 29.3 122.0 Oil Well Road Ave Maria Blvd Camp Keais Road 3.9 96 127 2U D 800 3 15.9 123.0 Golden Gate Boulevard Wilson Boulevard 18th Street NE/SE 14.0 456 345 4D D 2300 3 19.8 123.1 Golden Gate Boulevard 18th Street NE/SE Everglades Boulevard 15.9 517 393 4D D 2300 3 22.5 124.0 Golden Gate Boulevard Everglades Boulevard Desoto Boulevard 17.1 556 423 2U D 1010 2 55.0 125.0 Pine Ridge Road Logan Boulevard Collier Boulevard 4.6 150 113 6D E 3600 3 4.2 132.0 Randall Boulevard Immokalee Road 8th Street NE 11.2 364 277 4D D 2000 3 18.2 132.0 Randall Boulevard 8th Street NE Everglades Blvd. 13.5 438 332 6D E 3100 3 14.1 133.0 Randall Boulevard Everglades Boulevard Desoto Boulevard 14.0 456 345 2U D 900 3 50.7 Notes: 1) Exhibit C 2) Percentage times PM peak hour net new external directional project traffic totals 3) Based on 2021 AUIR data and approved future roadway improvements 4) Collier County TIS Guidelines -q AUIRID # 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 Direction Service Volume (3) Signif- icance Thres- hold (%) (4) Peak Direct - ion Project Traffic as Percentage of Service Volume 134.0 Everglades Boulevard 1-75 6th Ave SE 1.9 62 47 2U D 800 3 7.8 134.0 Everglades Boulevard 6th Ave SE Golden Gate Boulevard 1.8 59 44 2U D 800 3 7.4 135.0 Everglades Boulevard Golden Gate Boulevard Vanderbilt Beach Road Ext. 9.6 312 237 2U D 800 2 39.0 135.0 Everglades Boulevard Vanderbilt Beach Road Ext. 18th Ave NE 16.2 400 527 4D D 1800 2 29.3 135.0 Everglades Boulevard 18th Ave NE Randall Boulevard 9.3 228 301 4D D 1800 2 16.7 135.0 Everglades Boulevard Randall Boulevard Oil Well Road 7.2 177 232 2U D 800 2 29.0 136.0 Everglades Boulevard Oil Well Road Immokalee Road 2.2 53 70 2U D 800 2 8.8 137.0 Desoto Boulevard 1-75 6th Ave SE 1.9 60 46 2U D 800 2 7.5 137.0 Desoto Boulevard 6th Ave SE Golden Gate Boulevard 1.4 35 45 2U D 800 2 5.6 138.0 DeSoto Boulevard Golden Gate Boulevard 18th Ave NE 2.3 57 75 2U D 800 2 9.4 138.0 DeSoto Boulevard 18th Ave NE Randall Boulevard 14.5 358 472 2U D 800 2 59.0 138.0 DeSoto Boulevard Randall Boulevard Oil Well Road 2.0 64 2U D 800 2 8.0 Vanderbilt Beach Road Ext. Collier Boulevard Curry Canal bend (NW 7th/9th) 8.2 201 6D E 3000 3 8.8 Vanderbilt Beach Road Ext. Curry Canal bend (NW 7th/9th) Wilson Boulevard 8.1 d5l 200 4D D 2000 3 13.2 Vanderbilt Beach Road Ext. Wilson Boulevard Everglades Boulevard 7.7 190 2U D 1000 3 25.1 18th Avenue NE Everglades Boulevard Desoto Boulevard 8.4 208 2U D 1000 2 27.3 6th Avenue SE Everglades Boulevard Desoto Boulevard 2.7 86 66 2U D 1000 2 8.6 Notes: 1) Exhibit C 2) Percentage times PM peak hour net new external directional project traffic totals 3) Based on 2021 AUIR data and approved future roadway improvements 4) Collier County TIS Guidelines 0 O n 0 0 N c oa U, 0 ct 0 N AUIR ID # Roadway Link From To Existing Year Peak Hour Peak Direction Volume (1) Peak Direct- ion (1) FSUTMS 2015 AADT (100s) (2) FSUTMS 2045 AADT (100s) (2) Annual Growth Rate (Percent Compound- ed) (3) Growth Factorto Analysis Year (4) 2032 Peak Hour Peak Direction Background Traffic Volume (5) 17.0 Golden Gate Boulevard Collier Boulevard Wilson Boulevard 1990 E 249.0 360.5 1.2% 1.145 2279 22.0 Golden Gate Parkway Santa Barbara Boulevard Collier Boulevard 1690 E 320.0 397.0 0.7% 1.082 1829 30.2 Collier Boulevard Vanderbilt Beach Road Golden Gate Boulevard 1400 S 242.5 438.0 2.0% 1.242 1739 31.1 Collier Boulevard Golden Gate Boulevard Pine Ridge Road 2340 N 350.5 629.0 2.0% 1.239 2900 31.2 Collier Boulevard Pine Ridge Road Green Boulevard 2340 N 288.5 513.0 1.9% 1.235 2890 32.1 Collier Boulevard Green Boulevard Golden Gate Pwky 1420 N 290.5 511.5 1.9% 1.231 1747 32.2 Collier Boulevard Golden Gate Pwky Golden Gate Main Canal 1800 N 272.0 510.0 2.1% 1.259 2267 32.3 Collier Boulevard Golden Gate Main Canal 1-75 1800 N 271.0 525.0 2.2% 1.274 2294 42.2 Immokalee Road Livingston Road 1-75 3110 E 589.5 783.5 1.0% 1.110 3452 43.1 Immokalee Road 1-75 Logan Boulevard 2320 E 574.0 686.0 0.6% 1.068 2477 43.2 Immokalee Road Logan Boulevard Collier Boulevard 2280 E 396.5 531.5 1.0% 1.113 2539 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 2710 E 404.5 529.0 0.9% 1.103 2990 45.0 Immokalee Road Wilson Boulevard Randall Boulevard 2200 E 367.0 562.0 1.4% 1.169 2572 46.0 Immokalee Road Camp Keais Road SR 29 510 E 114.5 225.0 2.3% 1.281 653 61.0 Camp Keais Pope John Paul II Boulevard Immokalee Road 290 S 62.0 153.0 3.1% 1.393 404 61.0 Camp Keais Oil Well Road Pope John Paul II Boulevard 290 S 10.0 48.0 5.4% 1.777 515 Notes: 1) 2021 AUIR 2) Exhibit C 3) Growth Rate R = (2045 FSUTMS Vol/2015 FSUTMS Vol)A(1/30)-1 4) Growth Factor= (1+R)A11= (2045 Vol/2015 VOI)A(11/30) 5) 2021 AUIR Vol x (1+R)A11 or (2045 FSUTMS AADT x K=.09 x D=.56) / (1+R)A13 0 AUIR ID # Roadway Link From To Existing Year Peak Hour Peak Direction Volume (1) Peak Direct- ion (1) FSUTMS 2015 AADT (100s) (2) FSUTMS 2045 AADT (100s) (2) Annual Growth Rate (Percent Compound- ed) (3) Growth Factor to Analysis Year (4) 2032 Peak Hour Peak Direction Background Traffic Volume (5) 68.0 Pine Ridge Road 1-75 Logan Boulevard 2480 E 339.5 430.5 0.8% 1.091 2706 111.1 Vanderbilt Beach Road Airport Road Livingston Road 2040 E 334.5 482.5 1.2% 1.144 2333 111.2 Vanderbilt Beach Road Livingston Road Logan Blvd. 2400 E 332.5 502.5 1.4% 1.163 2792 112.0 Vanderbilt Beach Road Logan Boulevard Collier Boulevard 1680 E 240.5 431.5 2.0% 1.239 2082 119.0 Oil Well Road Immokalee Road Everglades Boulevard 1070 E 105.5 148.5 1.1% 1.134 1213 120.0 Oil Well Road Everglades Boulevard Desoto Boulevard 430 E 66.0 239.5 4.4% 1.604 690 121.1 Oil Well Road DeSoto Boulevard Oil Well Grade 430 E 70.0 232.0 4.1% 1.552 667 121.2 Oil Well Road Oil Well Grade Ave Maria Blvd 430 E 71.5 274.0 4.6% 1.637 704 122.0 Oil Well Road Ave Maria Blvd Camp Keais Road 430 E 13.0 62.0 5.3% 1.773 762 123.0 Golden Gate Boulevard Wilson Boulevard 18th Street NE/SE 1480 E 184.0 308.5 1.7% 1.209 1789 123.1 Golden Gate Boulevard 18th Street NE/SE Everglades Boulevard 1480 E 115.0 231.0 2.4% 1.291 1911 124.0 Golden Gate Boulevard Everglades Boulevard DeSoto Boulevard 280 E 37.0 34.0 -0.3% 0.969 271 125.0 Pine Ridge Road Logan Boulevard Collier Boulevard 1590 E 173.5 297.0 1.8% 1.218 1936 132.0 Randall Boulevard Immokalee Road 8th Street NE 810 E 110.0 283.0 3.2% 1.414 1145 132.0 Randall Boulevard 8th Street NE Everglades Blvd. 810 E 91.5 237.0 3.2% 1.418 1148 133.0 Randall Boulevard Everglades Boulevard DeSoto Boulevard 170 E 19.5 36.5 1 2.1% 1.258 214 Notes: 1) 2021 AUIR 2) Exhibit C 3) Growth Rate R = (2045 FSUTMS Vol/2015 FSUTMS Vol)A(1/30)-1 4) Growth Factor = (1+R)A11= (2045 Vol/2015 Vol)A(11/30) 5) 2021 AUIR Vol x (1+R)A11 or (2045 FSUTMS AADT x K=.09 x D=.56) / (1+R)A13 0 n 0 0 0 c 3 as 0 0 c 0 3 N AUIR ID # Roadway Link From To Existing Year Peak Hour Peak Direction Volume (1) Peak Direct- ion (1) FSUTMS 2015 AADT (100s) (2) FSUTMS 2045 AADT (300s) (2) Annual Growth Rate (Percent Compound- ed) (3) Growth Factor to Analysis Year (4) 2032 Peak Hour Peak Direction Background Traffic Volume (5) 134.0 Everglades Boulevard 1-75 6th Ave SE 420 S 11.0 95.0 7.5% 2.205 926 134.0 Everglades Boulevard 6th Ave SE Golden Gate Boulevard 420 S 78.0 194.0 3.1% 1.397 587 135.0 Everglades Boulevard Golden Gate Boulevard Vanderbilt Beach Road Ext. 370 N 41.0 180.0 5.1% 1.720 636 135.0 Everglades Boulevard Vanderbilt Beach Road Ext. 18th Ave NE 370 N 37.0 244.0 6.5% 1.997 739 135.0 Everglades Boulevard 18th Ave NE Randall Boulevard 370 N 54.0 237.0 5.1% 1.720 636 135.0 Everglades Boulevard Randall Boulevard Oil Well Road 370 N 41.5 241.0 6.0% 1.906 705 136.0 Everglades Boulevard Oil Well Road Immokalee Road 610 N 45.0 89.5 2.3% 1.297 785 137.0 Desoto Boulevard 1-75 6th Ave SE 180 S 5.5 30.0 5.8% 1.863 335 137.0 Desoto Boulevard 6th Ave SE Golden Gate Boulevard 18D S 30.0 25.0 -0.6% 0.935 168 138.0 Desoto Boulevard Golden Gate Boulevard 18th Ave NE 150 S 13.0 19.5 1.4% 1.160 174 138.0 Desoto Boulevard 18th Ave NE Randall Boulevard 15D S 21.0 54.0 3.2% 1.414 212 138.0 Desoto Boulevard Randall Boulevard Oil Well Road 150 S 15.5 46.5 3.7% 1.496 224 Vanderbilt Beach Road Ext. Collier Boulevard Curry Canal bend (NW 7th/9th) 0 E 0.0 302.5 2.0% 0.000 1179 Vanderbilt Beach Road Ext. Curry Canal bend (NW 7th/9th) Wilson Boulevard D E 0.0 250.0 2.0% 0.000 974 Vanderbilt Beach Road Ext. Wilson Boulevard Everglades Boulevard 0 E 0.0 133.5 2.05/o 0.000 520 18th Avenue NE Everglades Boulevard Desoto Boulevard 0 E 0.0 21.0 2.D% 0.000 82 6th Avenue SE Everglades Boulevard Desoto Boulevard 0 E 0.0 25.0 2.0% 0.000 97 Notes: 1) 2021 AUIR 2) Exhibit C 3) Growth Rate R = (2045 FSUTMS Vol/2015 FSUTMS Vol)A(1/30)-1 4) Growth Factor = (1+R)A11= (2045 Vol/2015 Vol)A(11/30) 5) 2021 AUIR Vol x (1+R)A11 or (2045 FSUTMS AADT x K=.09 x D=.56) / (1+R)A13 0 AUIR ID # Roadway Link From To 2032 Config- uration (1) 2032 Peak Hour Peak Direction Service Volume (1) Im- proved 2032 Peak Hour Peak Direction Background Traffic Volume (2) 2032 Back- ground Traffic V/C Level of Service Defic- iency Yes/ No 17.0 Golden Gate Boulevard Collier Boulevard Wilson Boulevard 4D 2300 N 2279 0.99 No 22.0 Golden Gate Parkway Santa Barbara Boulevard Collier Boulevard 4D 1980 N 1829 0.92 No 30.2 Collier Boulevard Vanderbilt Beach Road Golden Gate Boulevard 6D 3000 N 1739 0.58 No 31.1 Collier Boulevard Golden Gate Boulevard Pine Ridge Road 6D 3000 N 2900 0.97 No 31.2 Collier Boulevard Pine Ridge Road Green Boulevard 6D 3000 N 2890 0.96 No 32.1 Collier Boulevard Green Boulevard Golden Gate Pwky 6D 3500 Y 1747 0.50 No 32.2 Collier Boulevard Golden Gate Pwky Golden Gate Main Canal 6D 3500 Y 2267 0.65 No 32.3 Collier Boulevard Golden Gate Main Canal 1-75 81) 3600 N 2294 0.64 No 42.2 Immokalee Road Livingston Road 1-75 6D/8D 3500 N 3452 0.99 No 43.1 Immokalee Road 1-75 Logan Boulevard 6D/8D 3500 N 2477 0.71 No 43.2 Immokalee Road Logan Boulevard Collier Boulevard 6D 3200 N 2539 0.79 No 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 6D 3300 N 2990 0.91 No 45.0 Immokalee Road Wilson Boulevard Randall Boulevard 6D 3300 N 2572 0.78 No 46.0 Immokalee Road Camp Keais Road SR 29 2U 900 N 653 0.73 No 61.0 Camp Keais Pope John Paul II Boulevard Immokalee Road 2U 1000 N 404 0.40 No 61.0 Camp Keais Oil Well Road Pope John Paul II Boulevard 2U 1000 N 515 0.52 No Notes: 1) Based on 2021 AUIR data and approved future roadway improvements 2) Background Traffic Table O AUIR ID # Roadway Link From To 2032 Config- uration (1) 2032 Peak Hour Peak Direction Service Volume (1) Im- proved 2032 Peak Hour Peak Direction Background Traffic Volume (2) 2032 Back- ground Traffic V/C Level of Service Defic- iency Yes/ No 68.0 Pine Ridge Road 1-75 Logan Boulevard 6D 2800 N 2706 0.97 No 111.1 Vanderbilt Beach Road Airport Road Livingston Road 6D 3000 N 2333 0.78 No 111.2 Vanderbilt Beach Road Livingston Road Logan Blvd. 6D 3000 N 2792 0.93 No 112.0 Vanderbilt Beach Road Logan Boulevard Collier Boulevard 6D 3000 N 2082 0.69 No 119.0 Oil Well Road Immokalee Road Everglades Boulevard 4D 2000 N 1213 0.61 No 120.0 Oil Well Road Everglades Boulevard Desoto Boulevard 6D 3800 Y 690 0.18 No 121.1 Oil Well Road Desoto Boulevard Oil Well Grade 6D 3800 Y 667 0.18 No 121.2 Oil Well Road Oil Well Grade Ave Maria Blvd 4D 2000 N 704 0.35 No 122.0 Oil Well Road Ave Maria Blvd Camp Keais Road 2U 800 N 762 0.95 No 123.0 Golden Gate Boulevard Wilson Boulevard 18th Street NE/SE 4D 2300 N 1789 0.78 No 123.1 Golden Gate Boulevard 18th Street NE/SE Everglades Boulevard 4D 2300 N 1911 0.83 No 124.0 Golden Gate Boulevard Everglades Boulevard DeSoto Boulevard 2U 1010 N 271 0.27 No 125.0 Pine Ridge Road Logan Boulevard Collier Boulevard 6D 3600 Y 1936 0.54 No 132.0 Randall Boulevard Immokalee Road 8th Street NE 4D 2000 Y 1145 0.57 No 132.0 Randall Boulevard 8th Street NE Everglades Blvd. 6D 3100 Y 1148 0.37 No 133.0 Randall Boulevard Everglades Boulevard DeSoto Boulevard 2U 900 N 214 0.24 No Notes: 1) Based on 2021 AUIR data and approved future roadway improvements 2) Background Traffic Table 0 AUIR ID # Roadway Link From To 2032 Config- uration (1) 2032 Peak Hour Peak Direction Service Volume (1) Im- proved 2032 Peak Hour Peak Direction Background Traffic Volume (2) 2032 Back- ground Traffic V/C Level of Service Defic- iency Yes/ No 134.0 Everglades Boulevard 1-75 6th Ave SE 2U 800 N 926 1.16 Yes 134.0 Everglades Boulevard 6th Ave SE Golden Gate Boulevard 2U 800 N 587 0.73 No 135.0 Everglades Boulevard Golden Gate Boulevard Vanderbilt Beach Road Ext. 2U 800 N 636 0.80 No 135.0 Everglades Boulevard Vanderbilt Beach Road Ext. 18th Ave NE 4D 1800 Y 739 0.41 No 135.0 Everglades Boulevard 18th Ave NE Randall Boulevard 4D 1800 N 636 0.35 No 135.0 Everglades Boulevard Randall Boulevard Oil Well Road 2U 800 N 705 0.88 No 136.0 Everglades Boulevard Oil Well Road Immokalee Road 2U 800 N 785 0.98 No 137.0 DeSoto Boulevard 1-75 6th Ave SE 2U 800 N 335 0.42 No 137.0 DeSoto Boulevard 6th Ave SE Golden Gate Boulevard 2U 800 N 168 0.21 No 138.0 DeSoto Boulevard Golden Gate Boulevard 18th Ave NE 2U 800 N 174 0.22 No 138.0 DeSoto Boulevard 18th Ave NE Randall Boulevard 21.1 800 N 212 0.27 No 138.0 DeSoto Boulevard Randall Boulevard Oil Well Road 2U 800 j N 224 0.28 No Vanderbilt Beach Road Ext. Collier Boulevard Curry Canal bend (NW 7th/9th) 6D 3000 Y 1179 0.39 No Vanderbilt Beach Road Ext. Curry Canal bend (NW 7th/9th) Wilson Boulevard 4D 2000 Y 974 0.49 No Vanderbilt Beach Road Ext. Wilson Boulevard Everglades Boulevard 2U 1000 Y 520 0.52 No 18th Avenue NE Everglades Boulevard Desoto Boulevard 2U 1000 N 82 0.08 No 6th Avenue SE Everglades Boulevard Desoto Boulevard 2U 1000 N 97 0.10 No Notes: 1) Based on 2021 AUIR data and approved future roadway improvements 2) Background Traffic Table m zr 0 0 n 0 0 N C fY 00 Ln 0 c rr 0 N D 2032 Peak Hour Future Peak Peak Level Direct- Back- PM PM Back- Hour of ion Back ground Peak Peak ground Total Peak Service ground Traffic Hour Hour Traffic Back- Back- Traffic Direct- Future Defic- Traffic Peak Project Project Direct- ground ground Total Total Analy- ion Sery Total iency AUIR ID Volume Direct- Traffic Traffic ional Traffic Traffic Traffic Traffic sis Vol- ice Vol- Traffic Yes/ # Roadway Link From To (1) ion (2) N/E (3) S/W (3) Split (4) N/E S/W N/E S/W ume ume (1) V/C No 17.0 Golden Gate Boulevard Collier Boulevard Wilson Boulevard 2279 N/E 379 288 2658 2300 1.16 Yes 22.0 Golden Gate Parkway Santa Barbara Boulevard Collier Boulevard 1829 N/E 65 49 1894 1980 0.96 No 30.2 Collier Boulevard Vanderbilt Beach Road Golden Gate Boulevard 1739 S/W 104 136 1875 3000J.63N',o31.1 Collier Boulevard Golden Gate Boulevard Pine Ridge Road 2900 N/E 376 285 3276 300031.2 Collier Boulevard Pine Ridge Road Green Boulevard 2890 N/E 239 182 3129 3000 32.1 Collier Boulevard Green Boulevard Golden Gate Pwky 1747 N/E 218 165 1965 3500 0.56 No 32.2 Collier Boulevard Golden Gate Pwky Golden Gate Main Canal 2267 N/E 130 99 2397 3500 0.68 No 32.3 Collier Boulevard Golden Gate Main Canal 1-75 2294 N/E 119 90 2413 3600 0.67 No 42.2 Immokalee Road Livingston Road 1-75 3452 N/E 114 86 3566 3500 1.02 Yes 43.1 Immokalee Road 1-75 Logan Boulevard 2477 N/E 159 121 2636 3500 0.75 No 43.2 Immokalee Road Logan Boulevard Collier Boulevard 2539 N/E 202 153 2741 3200 0.86 No 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 2990 N/E 298F60. 3288 3300 1.00 No 45.0 Immokalee Road Wilson Boulevard Randall Boulevard 2572 N/E 374 2946 3300 0.89 No 46.0 Immokalee Road Camp Keais Road SR 29 653 N/E 73 653 513 726 609 726 900 0.81 No 61.0 Camp Keais Pope John Paul II Boulevard Immokalee Road 404 S/W 84 515 1000 0.52 No 61.0 Camp Keais Oil Well Road Pope John Paul 11 Boulevard 515 S/W 84 626 1000 I 0.63 No Notes: 1) Background Traffic Conditions Table 2) Background Traffic Development Table 3) Project Traffic Impact Table 4) Appendix J 0 m a F O 0 77 n 0 3 N c M as 0 0 0 N v D 2032 Peak Hour Future Peak Peak Level Direct- Back- PM PM Back- Hour of ion Back ground Peak Peak ground Total Peak Service ground Traffic Hour Hour Traffic Back- Back- Traffic Direct- Future Deft: Traffic Peak Project Project Direct- ground ground Total Total Analy- ion Sery Total iency AUIR ID Volume Direct- Traffic Traffic ional Traffic Traffic Traffic Traffic sis Vol- ice Vol- Traffic Yes/ # Roadway Link From To (1) ion (2) N/E (3) S/W (3) Split (4) N/E S/W N/E S/W ume ume (1) V/C No 68.0 Pine Ridge Road 1-75 Logan Boulevard 2706 N/E 109 83 2815 2800 1.01 Yes 111.1 Vanderbilt Beach Road Airport Road Livingston Road 2333 N/E 122 93 2455 3000 0.82 No 111.2 Vanderbilt Beach Road Livingston Road Logan Blvd. 2792 N/E 172 131 2964 3000 0.99 No 112.0 Vanderbilt Beach Road Logan Boulevard Collier Boulevard 2082 N/E 205 156 2287 3000 0.76 No 119.0 Oil Well Road Immokalee Road Everglades Boulevard 1213 N/E 203 155 1416 2000 0.71 No 120.0 Oil Well Road Everglades Boulevard Desoto Boulevard 690 N/E 608 462 1298 3800 0.34 No 121.1 Oil Well Road Desoto Boulevard Oil Well Grade 667 N/E 479 631 0.56 667 524 1146 1155 1155 3800 0.30 No 121.2 Oil Well Road Oil Well Grade Ave Maria Blvd 704 N/E 444 586 0.56 704 553 1148 1139 1148 2D00 0.57 No 122.0 Oil Well Road Ave Maria Blvd Camp Keais Road 762 N/E 96 127 0.56 762 599 858 726 858 800 1.07 Yes 123.0 Golden Gate Boulevard Wilson Boulevard 18th Street NE/SE 1789 N/E 456 345 2245 2300 0.98 No 123.1 Golden Gate Boulevard 18th Street NE/SE Everglades Boulevard 1911 N/E 517 393 2428 23001 1.06 Yes 124.0 Golden Gate Boulevard Everglades Boulevard Desoto Boulevard 271 N/E 556 423 827 1010 0.82 No 125.0 Pine Ridge Road Logan Boulevard Collier Boulevard 1936 N/E 150 113 2086 3600 0.58 No 132.0 Randall Boulevard Immokalee Road 8th Street NE 1145 N/E 364 277 1509 2000 0.75 No 132.0 Randall Boulevard 8th Street NE Everglades Blvd. 1148 N/E 438 332 15861 3100 0.51 No 133.0 Randall Boulevard Everglades Boulevard Desoto Boulevard 214 N/E 456 345 670 9001 0.74 No Notes: 1) Background Traffic Conditions Table 2) Background Traffic Development Table 3) Project Traffic Impact Table 4) Appendix J 0 1 AUIR ID # Roadway Link From To 2032 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 Sery ice Vol- ume (1) Future Total Traffic V/C Level of Service Defic- iency Yes/ No 134.0 Everglades Boulevard 1-75 6th Ave SE 926 S/W 62 47 0.56 728 926 790 973 973 800 1.22 Yes 134.0 Everglades Boulevard 6th Ave SE Golden Gate Boulevard 587 S/W 59 44 0.56 461 587 1 520 631 631 800 0.79 No 135.0 Everglades Boulevard Golden Gate Boulevard Vanderbilt Beach Road Ext. 636 N/E 312 237 948 800 1.19 Yes 135.0 Everglades Boulevard Vanderbilt Beach Road Ext. 18th Ave NE 739 N/E 400 527 0.56 739 581 1139 1108 1139 1800 0.63 No 135.0 Everglades Boulevard 18th Ave NE Randall Boulevard 636 N/E 228 301 0.56 636 500 864 801 864 1800 0.48 No 135.0 Everglades Boulevard Randall Boulevard Oil Well Road 705 N/E 177 232 0.56 705 554 882 786 882 800 1.10 Yes 136.0 Everglades Boulevard Oil Well Road Immokalee Road 785 N/E 53 70 0.56 785 617 838 687 838 800 1.05 Yes 137.0 Desoto Boulevard 1-75 6th Ave SE 335 S/W 60 46 0.56 263 335 323 381 381 800 0.48 No 137.0 DeSoto Boulevard 6th Ave SE Golden Gate Boulevard 168 S/W 35 45 213 800 0.27 No 138.0 DeSoto Boulevard Golden Gate Boulevard 18th Ave NE 174 S/W 57 75 249 800 0.31 No 138.0 DeSoto Boulevard 18th Ave NE Randall Boulevard 212 S/W 358 472 684 800 0.86 No 138.0 DeSoto Boulevard Randall Boulevard Oil Well Road 224 S/W 48 1 64 288 8001 0.36 No Vanderbilt Beach Road Ext. Collier Boulevard Curry Cana) bend (NW 7th/9th) 1179 N/E 265 201 1444 3000 0.48 No Vanderbilt Beach Road Ext. Curry Cana) bend (NW 7th/9th) Wilson Boulevard 974 N/E 264 200 1238 2000 0.62 No Vanderbilt Beach Road Ext. Wilson Boulevard Everglades Boulevard 520 N/E 251 190 771 1000 0.77 No 18th Avenue NE Everglades Boulevard Desoto Boulevard 82 N/E 273 208 355 1000 0.36 No 6th Avenue SE Everglades Boulevard Desoto Boulevard 97 N/E 86 66 1831 10001 0.18 No Notes: 1) Background Traffic Conditions Table 2) Background Traffic Development Table 3) Project Traffic Impact Table 4) Appendix J 0 MOMMEEHHUMUMUMMUMUOUUMU HUHHHUHHUHunnunnumun �u9nummumun0umm0mmun0 00■00000©800000000®0 MUMUMMUMMUMMUMMUMEME UUMUMMUMMUMMUMUM uuuuuuuuuuuuuuuuuuuu uuuuuuuuuuuuuuuuuuuu uuuuuuuuuuunnuuuuuuu �.Muuuuu =uuuuuuuuuuuuuuuuuum WuuuuuuHuuuuuuuuuuuu ���Mmmmmmuumummmmmmmuum �Mmmmmmuuuummmmmmmuum uuuuuuuuuuuuuuuuuuuu aaaaaaaaaaaaaaaaaaaa unummunnumunnuounnun =uuuuuuuuuuuuuuu■UNUU M�Uuuuummmmmmmumuumummm MMUMUMMOMMEMUNUUMUMME ��■uuuummmmmmmumuumummm W�i■uuuummmmlmmumuumummm Muuuuuuuuuuuuuuuuumuu .... . ...... of � ti Y D D N N LL LL LL LL LL LL LL LL N -a c O c in v) c v) N v) vN N O m tD a) O O O O m lD O O i O i G1 .-i Ln O N O O .-i Ln O to O O O 00 Ln m N O Ln Op N M t0 O ' N ' O .--1' O N c-i N O N O N Ln ci Ln ci In O F n M E ^ `i In ei rl N N ei N in nV m C m E .j o 0 0 v O O = 0 O O U — i , , N i i Q, v B V O f6 .j A 3 .I-1 N V fo O t0 Y O y LL 7 O O O O m Ln V) ~ ~ n OD Gl lD �-1 i i i i i i i jp f0 N CD N 00 Ln m;, O m A to tD o0 O O N , N N Ln O O °c > m z t Ln O mm OD do 3 C C O h C bfl v - � a L 0 v — c h = a ai -a C 'D -O •a Y O Y O on m O N O N hq O Ln Ln C N v7 a U U to U fo fo pp pp •� O O S N N Op N m 0 t Q T T T T T cv ca w O Ln_ =EEE n Q ica i Y 0 fo fo co a � tl4 m O � co c`O �0 a V v N N N M M 00 Y m Q M N ut i7i V) cn Ln 0 O o Ln o 0 1 o O o o O O o 1- N c-I N -1 N N N N N 00 N 00 c-I h N I" Ln r Ln r Ln n 1, n N Ln � � p OJ 0J a) V L L L - _ 4 Y O U O1 4J O C C C Q p m O O OLn V LL N LL LL LL (p — N (0 V C \ C \ C \ i VI C N w toY •gyp •gyp vai m Q cc 0 V 0 U w ', o nrin Names• TR('-Rr)-\A/P-?097 TBC-INTRA_DAY.DBF-04/15/22 Zone PROD_TOT ATTR TOT TOTV_TOT Per- cent of Town Total INTRA_ TOT EXT- ERNAL_ TOT INT- ERNAL_ TOT PCENT_ TOT 2248 3,392.89 3,392.95 6,785.85 33.3% 150.56 6,486 301 4.4% 2322 1,921.41 1,921.44 3,842.85 18.9% 84.80 3,673 170 4.4% 2515 2,028.84 2,028.88 4,057.72 19.9% 33.20 3,992 67 1.7% 2870 2,302.96 2,302.97 4,605.93 22.6% 47.31 4,511 94 2.0% 2946 538.02 538.03 1,076.06 5.3% 3.92 1,068 7 0.7% Total 10,184 10,184 20,368 100.0% 320 19,730 639 3.1% External to the Town = 19,730 1,118 = 18,612 Total Town Capture = 639 + 1,118 = 11757 Intra-zonal capture as % of total trips 639 / 20,368 = 3.1% Inter -zonal capture as %of total trips 1,118 / 20,368 5.5% Town Internal Capture Rate = 1,757 / 20,368 = 8.6% External Percentage = 91.4% Inter -Zonal Trips Between Project Zones Zone Sel zone 1 Z 3 4 5 sum 2515 1 0 0 0 0 0 2515 1 94 96 12 16 218 2870 2 94 153 19 26 292 2248 3 96 153 41 77 367 2946 4 12 19 41 25 97 2322 5 16 26 77 25 144 2322 5 0 0 0 0 0 Inter -Zonal Sum 1,118 Table contains the selzone Vols on each centroid connector from other TBC zones. Cumulative Development to Year 2027 ITE 821Y Measurement Unit 1000 SF of Units 50.000 •. 1 Daily(2) PM Peak Hour Out AM Peak Hour Out Total 1 2 Total 4,725 241 261 502 110 67 177 Shopping Plaza 40K-150K - Supermarket Yes Internal 21.1 32 74 106 18.6 18 15 33 Retail External 209 187 396 92 52 144 Pass -By 25.0 52 47 99 25.0 23 13 36 Net New 157 140 297 69 39 108 Single -Family Detached Housing 210 Dwelling Units 1,81 D 2 2 2 14,487 953 559 1512 270 769 1039 Single -Family Attached Housing 215 Dwelling Units 553 2 2 2 4,163 187 141 328 87 195 282 Multifamily Housing Low -Rise Not Close to Rail Transit 220 Dwelling Units 306 2 2 2 2,D37 96 56 152 28 90 118 2,669 Total 20,687 1236 756 1992 385 1054 1439 Residential Total Internal 5.1 73 29 102 1.7 8 16 24 External 1163 727 1890 377 1038 1415 General Office Building 710 1000 SF 0.000 2 2 2 - 0 0 0 0 0 0 Medical/Dental Office Building -Stand -Alone 720 1000 SF 0.000 2 2 2 0 0 0 0 0 0 Office Park 750 1000 SF 12.500 2 2 2 210 5 32 37 183 23 206 Business Park 770 1000 SF 0.000 2 2 2 - 0 0 0 0 0 0 12.5 Total 210 5 32 37 183 23 206 Office/Industrial Total Internal 27.0 4 6 10 9.2 12 7 19 External 1 26 27 171 16 187 Total 25,622 1482 1049 2531 678 1144 1822 Internal 294 8.6 109 109 218 4.2 38 38 76 Total External 25,328 1373 940 2313 640 1106 1746 Pass -By 135 4.3 52 47 99 2.1 23 13 36 Net New 25,193 1 1321 1 893 1 2214 1 617 1 1093 1 1710 Trip Generation Rates from ITE Trip Generation Manual I Ith Ed. Internal Capture Rate from FSUTMS Pass -by Capture volume based on lesser of: A) Rate per ITE Trip Generation Handbook 3rd Ed., or B) County maximum allowable rate Daily Internal and Pass -by Capture volumes are the sum of the AM and PM results. Civic Uses are represented by Office Park. Industrial uses are represented by Business Park. G a M O N U O i a c Q G Q1 E Cyl QQj Ln a cc O I 0 la;oH o o v o 0 c - 0 Iel3uaplsay o ry m o 0 y 3uaw -uIe>Jalu3 0 0 0 0 0 - /ewau!7 w c. V 6 lue;nelsay n m o n � O F - !!elay m m o 0 C a�!340 E c d c IaI0H o o m o 0 •m O `a lelluap!sau . a o 0 a 3uaw O ¢ -ule;Ja4u3 0 0 0 0 0 /ewau!D ~ u luelne;say o N m o c � C I!elay ry .di o .-� N x _ a a - aaUj0 N m o ry ^ c - a u EE �- c v m w w N = O K U w O Ia;OH 0 0 0 0 0 0 0 0 lelluap!say 0 m 0 ry o o M ;uaw -ulelJalu3 0 0 0 0 0 0 a /ewaup m c - C ;ueJne;say o o 0 0 6 0 0 0 C y c llelay V m O V p OD!440 0 ,� o m .n 42 m c a F o o mo 0 laloH o 0 00 0 0 10 0 o le!luaplsay o rvo 0 0 0 0 0 a H c 3uaw -ulelJa;u3 /ewaulD 0 0 0 0 0 00 0 0 w _ lueme;say m 0oM n o rlay o 0 0 0 a�!y ry 0 o o 0 ry o LIL! 2 z E c - x a - V o m o o m o C U w C 8uglx3 o N o lewa;ul n " o `^ IaloH o 0 0 o o 0 c le!;uaplsall o m o 0 o m t ;uaw -u!eya;u3 0 0 0 0 0 0 `m /ewaup v °' c lueme;say o 0 0 0 0 0 c 0 U lle;ay n O O ti O � a;!MOo - � ¢ w � z _ �C G M V) U- s V m m N o O �J I N H a a Q i G N ++ Q v m � U O � cci 4a r- G O V � a - N I N Q I Q U� Co O c 0 c_ w le!;uap!say 0 oluaw v -u!elialu3 cc /ewaulo F= v o, u n lmnelsay yo° t- c C y O_ L � ao!�O m m e uni o c � c E _ r 5 U w C O c I910H o m n ry m 'ec O `o le!luap!say ry N ,., m ry ;uaw ¢ -ule3Ja3u3 o e w o 0 v /ewaup r m � o- iueme;say V N M N b o ° m L `w c Iieiay O ry a ry N e .r s _ w c l7 - o y E a w _ c r w o Id IaloH o 0 0 o o o le!luaplsay in w N �n o luaw -u!eirayu 3 o 0 0 0 0 0 0 0 0 0 0 n F /ewau!:) c 'v iueinelsay o 0 o 0 0 0 m `a L Iielay aaWo ti 0 0 p z c« E v K xo _ 09 ry L d N o b o lalOH o 0 o 0 o N mivap!say n 0 ^ o 0 o 0 0 o o ;uaw i- -u!ey�alu3 0 o ? ti 0 o 0 0 0 0 m c /ewaul7 'x w � v luejnelsay o o Ilelall o 0 o o o " m o o aa!1;0 n o 0 0 0 ° c iO L--- C U W c w a z � u ry o o 0 0 0 o tti _ m c o ry o 0 w " _ � w o x r o e 0 w w � 8u!l!x3 o m !ewa;ul w ^ o N o 0 IMH o 0 0 0 0 0 a le!luap!say o o o o n luaw -u!elra;u3 0 0 0 0 0 0 d c /ewau!� w c yueinelsay o 0 0 0 0 0 0 U llelay �o 0 o N o m wig0 I o o m o a C R F Cr 0 n 77 n 0 3 N c 3 ao 0 0 c 0 0 N v D Shopping Plaza 40K-150K -Supermarket Yes Retail 1 Detached Housing Attached Housing usino (Low -Rise) Not Close to Rail Residential Total al Office Building al/Dental Office Building -Stand -Alone Park Officelindustrial Total Total Cumulative Development to Year 2027 821Y 1000 SF 50.000 1 1 2 Total Internal External Pass -By Net New 210 Dwelling Units 1,810 2 2 2 215 Dwelling Units 553 2 2 2 220 Dwelling Units 306 2 2 2 2,669 Total 710 1000 SF 0.000 2 2 2 720 1000 SF 0.000 2 2 2 750 1000 SF 12.500 2 2 2 770 1000 SF 0.000 2 2 2 12.5 Total Internal Total 4,725 241 261 502 110 67 177 19.5 30 68 98 16.9 16 14 30 211 193 404 94 53 147 25.0 53 48 101 25.0 24 13 37 158 145 1 303 1 70 1 40 110 14,487 953 559 1512 270 769 1039 4,163 187 141 328 87 195 282 2,037 96 56 152 28 90 118 20,687 1236 756 1992 385 1054 1439 4.7 67 26 93 1.5 7 15 22 1169 730 1899 378 1039 1417 0 0 0 0 0 0 - 0 0 0 0 0 0 210 5 32 37 183 23 206 0 0 0 0 0 0 210 5 32 37 183 23 206 24.3 3 6 9 8.7 12 6 18 2 26 28 171 17 188 25,622 1482 1049 2531 678 1144 1822 270 7.9 10D 100 200 3.8 35 35 70 25,352 1382 949 2331 643 1109 1752 138 4.3 53 48 101 2.1 24 13 37 Trip Generation Rates from ITE Trip Generation Manual 11th Ed. Internal Capture Rate from ITE Pass -by Capture volume based on lesser of: A) Rate per ITE Trip Generation Handbook 3rd Ed.; or B) County maximum allowable rate Daily Internal and Pass -by Capture volumes are the sum of the AM and PM results. 0 F-`-T- o a o o }' v Iel;uaplsay o w m o 0 O ;uaw N 16 v -u1e>Jalu3 0 o o 0 0 — /ewaul: v a u v- luemelsay m N o n c `y o_ c c ID o— c 0 « 2 c ❑ O 2 � c £ IRIOH o o m o 0 .m O `o Iei;uaplsay . ti r o 0 w ¢ Jul. -ule;la;u3 0 0 0 0 0 D 3 /ewaul2 w n u n Fo ;uemelsay o w C Relay o v C 'm al!110 ex m o n n c o L C \ C — y a - O O c« E la;°H 00 0 o 0 0 0 0 c0 0 lel;uaplsay o ,..� o o m ;uaw -uleyialu3 0 0 0 0 0 0 a /ewaul7 m c luemelsay o o o 0 o 0 0 c pelay m m alwo r N o Iq a c m w g W F N o IaIOH o0 0 0 0 o 0 a 00 lepuaplsay 0 0 0 0 00 luaw It: -ulellalu3 0 o 0 0 0 0 00 0 o m c /ewaup m clueine;Say `m o 0 ry 0m o c Relay � o o 0 i 0 o aaly0 o 0 v r y a K +' L_ « £ 9 0 2 K V w � w u � u o o v o N h0 o }c o 0 0 0 L ZE O1°- C U w K 2ulllx3 o ti o ro lewalul o IalOH o o 0 0 0 0 c lel;uaplsay o n o 0 o n H ;uaw -ulelaa;u3 0 0 0 0 0 0 v /ewaul:) 9 c lueJnelsay o 0 0 0 0 0 c 0 u Relay aawo c c � a m j o z L a £ C V w K - c 0 IaloH o .rv. n � .y c +' v O le!luap!say ;uaw w -u!ellalu3 /ewaup v a V luelnelsay a � c c `w pelay m uoi v .�. N i o_ c o c_ @aWo m m m o ID a v E c — v F 7 O — IaloH o n N m O `o le!;uap!sall N N m N ivaw w -ule;lalu3 o v m o 0 /ewaup ~ m V f- luelnelsal a N m a c `w c I!elay ` o_ c a a =3 v m « E v = w « F ~ Ia3oH 0 o 0o a o o 0 0 0 0 !e!luap!say v a m o .-� ivaw -u!el�a;u3 0 0 0 o 0 0 r m c W lue�neisay o 0 0 o 0 o 0 6 _ 11 slay ,.., o m n v ry — C W1- m N ry laloH o 6 o 6 o N le!luap!say o o 0 0 n ivaw F -u!eUalu3 0 0 � o 0 0 m c /ewaup .x w w lueme;say oo o c Ilepa o o o aa!go m o 0 o o m 0 o v n E a= v E � x — V m � W N a, — N p " K N = Er°- 6 V W fL Pu!3!x3 O !ewa;ul D a O N O •+ IaloH o 0 0 0 0 0 n. le!;uaplsay o o 0 0 r ivaw 10 E -ulevalu3 0 0 0 0 0 0 m /ewaup v v lueme;say o 0 0 0 0 0 v !!slay ao!MO x � E •N o x O m C � W C �« ti 1�- CD cr n 0 n 0 0 0 c rr as 0 c 0 D Absorption Schedule to the Year 2027 Land Use River- grass Long- Water Town Core Bell- mar Total Size Units Employ- ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Detached Dus 560 560 DUs 560 Single Family Detached Dus - - DUs Single Family Attached DUs 310 310 DUs 310 Multi -Family Dus 95 95 DUs 95 Affordable Housing - - Retail - SF 3 Retail SF 3 Office SF 4 Medical -Dental Office SF 4 Civic/Institutional - SF 4 Civic/Institutional - - SF 4 Civic/Institutional - - SF 4 Industrial - - SF 2 Elementary School SF 0.93 Elementary School Students Total 560 405 0 0 0 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 0 -i rD n O n n 0 rr 7 tl0 0 0 C O Z5 TAZ 15 TAZ 10 CC COUNTY NAME ZONE ST CNTY SFDU SF PCT VAC SF PCT VNP SF POP SF POP DU 510 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 2248 1648 8 COLLIER 2248 12021 560 7 11 1120 2 0 33 67 405 8 12 786 1.94 0 17 83 Other 2015 2248 1648 8 COLLIER 2248 12021 0 0 0 0 1 0 0 100 0 0 0 0 1 0 0 100 5.0 0 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 VERS- ITY SHORT PARK LONG PARK NOTES 2045 2248 2600 5156 1.98 47014 760 1.73 0.85 2210 0 102 195 297 0 1 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 1.73 0.85 New 2248 965 1906 1.98 47014 760 1.73 0.85 820 0 0 0 0 0 0 0 0 0 0 0 0 Other 2015 2248 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Absorption Schedule to the Year 2027 Land Use River- grass Long- Water Town Core Bell- mar Total Size Units Employ ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Detached Dus 374 374 DUs 374 Single Family Detached Dus - - DUs Single Family Attached DUs 117 117 DUs 117 Multi -Family Dus 53 53 DUs 53 Affordable Housing - - Retail - SF 3 Retail - - SF 3 Office - - SF 4 Medical -Dental Office - - SF 4 Civic/Institutional - - SF 4 Civic/Institutional - - SF 4 Civic/Institutional - - SF 4 Industrial - - SF 2 Elementary School SF 0.93 Elementary School Students Total 374 170 0 0 0 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 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 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 374 7 11 748 2 0 33 67 170 8 12 330 1.94 0 17 83 Other 2045 2322 1722 8 COLLIER 2322 12021 10 7 11 82 8.2 0 0 100 0 0 0 0 1 0 0 100 2045 2015 2322 1722 8 COLLIER 2322 12021 0 0 0 0 1 0 0 100 0 0 0 0 1 0 0 100 0 F tQ ,n a rb a I ti Cn Zi z N z 0 a a_ W �a fD ru z a d Q � a D N � N W a N Z3- N N 0 Iv w 0 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- iTM - 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 1.73 0.8S New 2322 544 1078 1.98 47014 760 1.73 0.85 462 0 0 0 0 0 0 0 0 0 0 0 0 Other 2045 2322 10 82 8.2 47014 760 1.73 0.85 9 0 0 0 0 0 0 0 0 0 0 0 0 2045 2015 2322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Absorption Schedule to the Year 2027 Land Use River- grass North Long- Water Town Core Bell- mar Total Size Units Employ- ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Detached Dus 367 367 DUs 367 Single Family Detached Dus - - DUs Single Family Attached DUs 126 126 DUs 126 Multi -Family Dus 83 83 DUs 83 Affordable Housing - - Retail - SF 3 Retail - SF 3 Office - - SF 4 Medical -Dental Office - - SF 4 Civic/Institutional - SF 4 Civic/Institutional - - SF 4 Civic/Institutional - - SF 4 Industrial - - SF 2 Elementary School SF 0.93 Elementary School Students Total 367 209 0 0 0 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 < rD o_ va � C 3 m Ln Z n O o N Q N � N �- L N N o (n w rD Cr FT C) 0 0 r=r 7 00 O C L= O TAZ15 TAZ10 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 2515 1917 8 COLLIER 2515 12021 367 7 11 734 2 0 33 67 209 8 12 405 1.94 0 17 83 Other 2045 2515 1917 8 COLLIER 2515 12021 1000 7 11 2001 2 3 49 48 250 8 12 485 1.94 0 2 98 2045 2015 2515 1917 8 COLLIER 2515 12021 0 0 0 0 1 0 3 49 48 0 0 0 0 1 0 2 98 m ,n a I Ln a I y n o' Z3 N 0 Ln r(D rrb � 3 rn Z a O rt s I D N a N Ni In o N w to 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 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 1.73 0.85 New 2515 576 1139 1.98 47014 760 1.73 0.85 490 0 0 0 0 0 0 0 0 0 0 0 0 Other 2045 2515 1250 2486 1.99 47014 760 1.73 0.85 1063 0 0 0 0 0 0 0 0 0 0 0 0 2045 2015 2515 0 0 0 0 0 0 0 0 0 0 1 0 1 0 �0-0 0 0 0 1 0 1 0 0 IS 2R ,ten rb n I 0 Absorption Schedule to the Year 2027 Land Use River- grass South Long- Water Town Core Bell- I mar Total Size Units Employ ees per I KSF SF MF Indust- rial Employ ees Com- mercial Employ ees Service Employ ees Students Single Family Detached Dus 359 359 DUs 359 Single Family Detached Dus - - DUs Single Family Attached DUs - - DUs Multi -Family Dus 75 75 DUs 75 Affordable Housing - - Retail 50,000 50,000 SF 3 150 Retail - - SF 3 Office - SF 4 Medical -Dental Office - - SF 4 Civic/Institutional 12,500 12,500 SF 4 50 Civic/Institutional - - SF 4 Civic/Institutional - SF 4 Industrial - - SF 2 Elementary School SF 0.93 Elementary School Students Total 359 75 0 150 50 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 0 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 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 2870 8 COLLIER 2870 12021 359 7 11 718 2 0 33 67 75 8 12 146 1.94 0 17 83 Other 2015 2870 2236 8 COLLIER 2870 12021 0 0 0 0 1 0 0 100 0 0 0 0 1 0 0 100 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- V TRS- 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 1.73 0.85 New 2870 434 864 1.99 47014 760 1.73 0.85 369 0 150 50 200 0 0 0 0 0 0 0 0 Other 2015 2870 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m N CD 6 n 0 n n 0 0 N c h 0 0 N Absorption Schedule to the Year 2027 Land Use River- grass Long- Water Town Core Bell- mar Total Size Units Employ- ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Detached Dus - DUs Single Family Detached Dus - DUs Single Family Attached DUs - DUs Multi -Family Dus - - DUs Affordable Housing 220 220 DUs 220 Retail - - SF 3 Retail - - SF 3 Office - - SF 4 Medical -Dental Office - - SF 4 Civic/Institutional - - SF 4 Civic/Institutional - - SF 4 Civic/Institutional - - SF 4 Industrial - - SF 2 Elementary School SF Elementary School - - Students Total 220 0 0 0 0 0 Elementary School capacity per Collier County Public Schools (D 6 n O n n 0 3 OC 0 O C rr, 0 v D COUNTY ST SF SF SF SF 0 SF 1 SF 2 MF MF MF PCT MF MF MF 0 MF 1 MF 2 TAZ 15 TAZ10 CC NAME ZONE CNTY SFDU PCT PCT SF POP POP AUTO AUTO AUTO DU PCT VNP POP POP AUTO AUTO AUTO VAC VNP DU VAC DU 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 7 11 2 0 33 67 8 12 1.94 0 17 83 AVERAGE New 2944 8 COLLIER 2944 12021 220 7 11 440 2 0 33 67 0 8 12 0 1.94 0 17 83 RESD RESD POP P HH IN- HH INC HHLD WRKR WORK- IND COMM SERV TOT HM HM HM SCHOOL UNI VERS- SHORT LONG NOTES TAZ1S HHLD POP HHLD COME INDEX SIZE ERS EMP EMP EMP EMP DU OCC POP PARK PARK HHLD ER 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 47014 760 1.73 0.85 AVERAGE New 2944 220 440 2 47014 760 1.73 0.85 187 0 0 0 0 0 0 0 0 0 0 0 0 0 m LQ ,ten D rb 0 CL a d fD y O = o' O. I � Q 3 a Q Ln m rb LQ CD 3 fD � Q N I A O O zs- N 3' O 'I W O O n O D N N lD �A ,A Absorption Schedule to the Year 2027 Land Use River- grass Long- Water Town Core Bell- mar Total Size Units Employ- ees per KSF SF MF Indust- rial Employ- ees Com- mercial Employ- ees Service Employ - ees Students Single Family Detached Dus 150 150 DUs 150 Single Family Detached Dus - - DUs Single Family Attached DUs - - DUs Multi -Family Dus - - DUs Affordable Housing - - DUs Retail - SF 3 Retail - SF 3 Office - SF 4 Medical -Dental Office - SF 4 Civic/Institutional - SF 4 Civic/Institutional - SF 4 Civic/Institutional - SF 4 Industrial - SF 2 Elementary School - SF 0.93 Elementary School - Students Total 150 0 0 0 0 0 Guidance on ratios and employee type: FDOT Transportation Site Impact Handbook Exhibit 19 IS 0 TAZ 1S 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 2946 2238 8 COLLIER 2946 12021 150 7 11 300 2 0 33 67 0 8 12 0 1.94 0 17 83 Other 2015 2946 2238 8 COLLIER 2946 12021 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 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 iTM - 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 1.73 0.85 New 2946 150 300 2 47014 760 1.73 0.85 128 0 0 0 0 0 0 0 0 0 0 0 0 Other 2015 2946 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N O N V .a 0 (D n fu fu v rt Cr c rt 0 m 3 Q ti, n l N N a rD a F 0 77 0 0 0 c o_ C 0 D AUIRID # 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 Direction Service Volume (3) Signif- icance Thres- hold (%)(4)1 Peak Direct - ion Project Traffic as Percentage of Service Volume 17.0 Golden Gate Boulevard Collier Boulevard Wilson Boulevard 12.4 164 111 4D D 2300 3 7.1 31.1 Collier Boulevard Golden Gate Boulevard Pine Ridge Road 12.0 158 107 6D E 3000 3 5.3 31.2 Collier Boulevard Pine Ridge Road Green Boulevard 7.8 103 70 6D E 3000 3 3.4 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 9.6 126 85 6D E 3300 3 3.8 45.0 Immokalee Road Wilson Boulevard Randall Boulevard 11.8 156 105 6D E 1 3300 3 4.7 46.0 Immokalee Road Camp Keais Road SR 29 2.6 23 2U D 900 3 3.9 61.0 Camp Keais Pope John Paul II Boulevard Immokalee Road 3.0 272U r39 D 1000 3 3.9 61.0 Camp Keais Oil Well Road Pope John Paul If Boulevard 3.0 272U D 1000 3 3.9 112.0 Vanderbilt Beach Road Logan Boulevard Collier Boulevard 7.3 966D E 3000 3 3.2 119.0 Oil Well Road Immokalee Road Everglades Boulevard 7.9 104 70 4D D 2000 2 5.2 120.0 Oil Well Road Everglades Boulevard Desoto Boulevard 21.8 288 195 6D E 3800 2 7.6 121.1 Oil Well Road Desoto Boulevard Oil Well Grade 21.0 188 277 6D E 3800 2 7.3 121.2 Oil Well Road Oil Well Grade Ave Maria Blvd 17.3 154 228 4D D 2000 2 11.4 122.0 Oil Well Road Ave Maria Blvd Camp Keais Road 3.4 30 45 2U D 800 3 5.6 123.0 Golden Gate Boulevard Wilson Boulevard 18th Street NE/SE 14.7 194 130 4D D 2300 3 8.4 123.1 Golden Gate Boulevard 18th Street NE/SE Everglades Boulevard 16.4 217 146 4D D 2300 3 9.4 124.0 Golden Gate Boulevard Everglades Boulevard Desoto Boulevard 14.4 190 129 2U D 1010 2 18.8 132.0 Randall Boulevard 11mmokalee Road 8th Street NE 10.6 140 1 95 4D D 2000 3 7.0 Notes: 1) Exhibit D 2) Percentage times PM peak hour net new external directional project traffic totals 3) Based on 2021 AUIR data and approved future roadway improvements 4) Collier CountyTIS Guidelines 1 0 a a Ln m El ro NJ fl H a l n N 0 W w a C) 0 0 0 0 c 0 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 Direction Service Volume (3) Signif- icance Thres- hold (%) (4) Peak Direct - ion Project Traffic as Percentage of Service Volume 132.0 Randall Boulevard 8th Street NE Everglades Blvd. 12.9 170 114 2U D 900 3 18.9 133.0 Randall Boulevard Everglades Boulevard Desoto Boulevard 14.8 195 132 2U D 900 3 21.7 134.0 Everglades Boulevard 6th Ave SE Golden Gate Boulevard 2.0 26 18 2U D 800 3 3.3 135.0 Everglades Boulevard Golden Gate Boulevard Vanderbilt Beach Road Ext. 10.9 143 97 2U D 800 2 17.9 135.0 Everglades Boulevard Vanderbilt Beach Road Ext. 18th Ave NE 19.1 171 252 4D D 1800 2 14.0 135.0 Everglades Boulevard 18th Ave NE Randall Boulevard 10.2 91 135 4D D 1800 2 7.5 135.0 Everglades Boulevard Randall Boulevard Oil Well Road 8.0 71 106 2U D 800 2 13.3 136.0 Everglades Boulevard Oil Well Road Immokalee Road 2.2 20 29 2U D 800 2 3.6 137.0 Desoto Boulevard 1-75 6th Ave SE 1.6 21 14 2U D 800 2 2.6 137.0 DeSoto Boulevard 6th Ave SE Golden Gate Boulevard 1.3 12 17 2U D 800 2 2.1 138.0 DeSoto Boulevard Golden Gate Boulevard 18th Ave NE 4.8 42 63 2U D 800 2 7.9 138.0 DeSoto Boulevard 18th Ave NE Randall Boulevard 12.4 111 164 2U D 800 2 20.5 Vanderbilt Beach Road Ext. Collier Boulevard Curry Canal bend (NW 7th/9th) 9.1 120 81 6D E 3000 3 4.0 Vanderbilt Beach Road Ext. Curry Canal bend (NW 7th/9th) Wilson Boulevard 9.1 120 81 4D D 2000 3 6.0 Vanderbilt Beach Road Ext. Wilson Boulevard Everglades Boulevard 9.0 118 80 2U D 1000 3 11.8 18th Avenue NE Everglades Boulevard Desoto Boulevard 10.4 137 93 2U D 1000 2 13.7 6th Avenue SE Everglades Boulevard Desoto Boulevard 2.0 26 1 18 1 2U D 1 1000 1 2 2.6 Notes: 1) Exhibit D 2) Percentage times PM peak hour net new external directional project traffic totals 3) Based on 2021 AUIR data and approved future roadway improvements 4) Collier County TIS Guidelines N O N V m0' n -i d n v s c O Cu z a v co v AUIR ID # Roadway Link From To Existing Year Peak Hour Peak Direction Volume (1) Peak Direct- ion (1) FSUTMS 2015 AADT (100s) (2) FSUTMS 2045 AADT (100s) (2) Annual Growth Rate (Percent Compound- 1 ed) (3) Growth Factor to Analysis Year (4) 2027 Peak Hour Peak Direction Background Traffic Volume (5) 17.0 Golden Gate Boulevard Collier Boulevard Wilson Boulevard 1990 E 249.0 363.0 1.3% 1.078 2146 31.1 Collier Boulevard Golden Gate Boulevard Pine Ridge Road 2340 N 350.5 619.0 1.9% 1.120 2622 31.2 Collier Boulevard Pine Ridge Road Green Boulevard 2340 N 288.5 530.0 2.0% 1.129 2643 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 2710 E 404.5 527.0 0.9% 1.054 2857 45.0 Immokalee Road Wilson Boulevard Randall Boulevard 2200 E 367.0 553.0 1.4% 1.085 2388 46.0 Immokalee Road Camp Keais Road SR 29 510 E 114.5 225.0 2.3% 1.145 584 61.0 Camp Keais Pope John Paul II Boulevard Immokalee Road 290 S 62.0 152.0 3.0% 1.196 347 61.0 Camp Keais Oil Well Road Pope John Paul II Boulevard 290 S 10.0 47.0 5.3% 1.363 395 112.0 Vanderbilt Beach Road Logan Boulevard Collier Boulevard 1680 E 240.5 442.0 2.0% 1.129 1897 119.0 Oil Well Road Immokalee Road Everglades Boulevard 1070 E 105.5 159.0 1.4% 1.085 1161 120.0 Oil Well Road Everglades Boulevard Desoto Boulevard 430 E 66.0 239.5 4.4% 1.294 556 121.1 Oil Well Road Desoto Boulevard Oil Well Grade 430 E 70.0 231.0 4.1% 1.270 546 121.2 Oil Well Road Oil Well Grade Ave Maria Blvd 430 E 71.5 273.0 4.6% 1.307 562 122.0 Oil Well Road Ave Maria Blvd Camp Keais Road 430 E 13.0 62.0 5.3% 1.367 588 123.0 Golden Gate Boulevard Wilson Boulevard 18th Street NE/SE 1480 E 184.0 312.5 1.8% 1.112 1645 123.1 Golden Gate Boulevard 18th Street NE/SE Everglades Boulevard 1480 E 115.0 235.0 2.4% 1.154 1707 124.0 Golden Gate Boulevard Everglades Boulevard DeSoto Boulevard 280 E 37.0 34.0 -0.3% 0.983 275 132.0 Randall Boulevard Immokalee Road 8th Street NE 810 E 110.0 254.0 2.8% 1.182 958 Notes: 1) 2021 AUIR 2) Exhibit D 3) Growth Rate R = (2045 FSUTMS Vol/2015 FSUTMS Vol)A(1/30)-1 4) Growth Factor = (1+R)A6 = (2045 Vol/2015 Vol)A(6/30) 5) 2021 AUIR Vol x (1+R)A6 or (2045 FSUTMS AADT x K=.09 x D=.56) / (1+R)A18 AUIR ID # Roadway Link From To Existing Year Peak Hour Peak Direction Volume (1) Peak Direct- ion (1) FSUTMS 2015 AADT (100s) (2) FSUTMS 2045 AADT (100s) (2) Annual Growth Rate (Percent Compound- ed) (3) Growth Factor to Analysis Year (4) 2027 Peak Hour Peak Direction Background Traffic Volume (5) 132.0 Randall Boulevard 8th Street NE Everglades Blvd. 810 E 91.5 211.0 2.8% 1.182 957 133.0 Randall Boulevard Everglades Boulevard DeSoto Boulevard 170 E 19.5 33.5 1.8% 1.114 189 134.0 Everglades Boulevard 6th Ave SE Golden Gate Boulevard 420 S 78.0 194.0 3.1% 1.200 504 135.0 Everglades Boulevard Golden Gate Boulevard Vanderbilt Beach Road Ext. 370 N 41.0 179.5 5.0% 1.344 497 135.0 Everglades Boulevard Vanderbilt Beach Road Ext. 18th Ave NE 370 N 37.0 247.0 6.5% 1.462 541 135.0 Everglades Boulevard 18th Ave NE Randall Boulevard 370 N 54.0 237.5 5.1% 1.345 498 135.0 Everglades Boulevard Randall Boulevard Oil Well Road 370 N 41.5 232.5 5.9% 1.411 522 136.0 Everglades Boulevard Oil Well Road Immokalee Road 610 N 45.0 92.0 2.4% 1.154 704 137.0 DeSoto Boulevard 1-75 6th Ave SE 180 S 5.5 30.0 5.8% 1.404 253 137.0 DeSoto Boulevard 6th Ave SE Golden Gate Boulevard 180 S 30.0 25.0 -0.6% 0.964 174 138.0 DeSoto Boulevard Golden Gate Boulevard 18th Ave NE 150 S 13.0 19.5 1.4% 1.084 163 138.0 DeSoto Boulevard 18th Ave NE Randall Boulevard 150 S 21.0 53.0 3.1% 1.203 181 Vanderbilt Beach Road Ext. Collier Boulevard Curry Canal bend (NW 7th/9th) 0 E 0.0 300.5 2.0% 0.000 1061 Vanderbilt Beach Road Ext. Curry Canal bend (NW 7th/9th) Wilson Boulevard 0 E 0.0 250.0 2.0% 0.000 882 Vanderbilt Beach Road Ext. Wilson Boulevard Everglades Boulevard 0 E 0.0 136.5 2.0% 0.000 482 18th Avenue NE Everglades Boulevard Desoto Boulevard 0 E 0.0 21.0 2.0% 0.000 74 6th Avenue SE Everglades Boulevard Desoto Boulevard 0 E 0.0 25.0 2.0% 0.000 88 Notes: 1) 2021 AUIR 2) Exhibit D 3) Growth Rate R = (2045 FSUTMS Vol/2015 FSUTMS Vol)A(1/30)-1 4) Growth Factor = (1+R)A6 = (2045 Vol/2015 Vol)A(6/30) 5) 2021 AUIR Vol x (1+R)A6 or (2045 FSUTMS AADT x K=.09 x D=.56) / (1+R)A18 CD n 0 n n 0 C as 0 0 0 AUIR ID # Roadway Link From To 2027 Config- uration (1) 2027 Peak Hour Peak Direction Service Volume (1) Im- proved 2027 Peak Hour Peak Direction Background Traffic Volume (2) 2027 Back- ground Traffic V/C Level of Service Defic- iency Yes/ No 17.0 Golden Gate Boulevard Collier Boulevard Wilson Boulevard 4D 2300 N 2146 0.93 No 31.1 Collier Boulevard Golden Gate Boulevard Pine Ridge Road 6D 3000 N 2622 0.87 No 31.2 Collier Boulevard Pine Ridge Road Green Boulevard 6D 3000 N 2643 0.88 No 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 6D 3300 N 2857 0.87 No 45.0 Immokalee Road Wilson Boulevard Randall Boulevard 6D 3300 N 2388 0.72 No 46.0 Immokalee Road Camp Keais Road SR 29 2U 900 N 584 0.65 No 61.0 Camp Keais Pope John Paul II Boulevard Immokalee Road 2U 1000 N 347 0.35 No 61.0 Camp Keais Oil Well Road Pope John Paul II Boulevard 2U 1000 N 395 0.40 No 112.0 Vanderbilt Beach Road Logan Boulevard Collier Boulevard 6D 3000 N 1897 0.63 No 119.0 Oil Well Road Immokalee Road Everglades Boulevard 4D 2000 N 1161 0.58 No 120.0 Oil Well Road Everglades Boulevard Desoto Boulevard 6D 3800 Y 556 0.15 No 121.1 Oil Well Road Desoto Boulevard Oil Well Grade 6D 3800 Y 546 0.14 No 121.2 Oil Well Road Oil Well Grade Ave Maria Blvd 4D 2000 N 562 0.28 No 122.0 Oil Well Road Ave Maria Blvd Camp Keais Road 2U 800 N 588 0.74 No 123.0 Golden Gate Boulevard Wilson Boulevard 18th Street NE/SE 4D 2300 N 1645 0.72 No 123.1 Golden Gate Boulevard 18th Street NE/SE Everglades Boulevard 4D 2300 N 1707 0.74 No 124.0 Golden Gate Boulevard Everglades Boulevard Desoto Boulevard 2U 1010 N 275 0.27 No 132.0 Randall Boulevard Immokalee Road 8th Street NE 4D 2000 Y 958 0.48 No Notes: 1) Based on 2021 AUIR data and approved future roadway improvements 2) Background Traffic Table 0 -i AUIR ID # Roadway Link From To 2027 Config- uration (1) 2027 Peak Hour Peak Direction Service Volume (1) Im- proved 2027 Peak Hour Peak Direction Background Traffic Volume (2) 2027 Back- ground Traffic V/C Level of Service Defic- iency Yes/ No 132.0 Randall Boulevard 8th Street NE Everglades Blvd. 2U 900 N 957 1.06 Yes 133.0 Randall Boulevard Everglades Boulevard Desoto Boulevard 2U 900 N 189 0.21 No 134.0 Everglades Boulevard 6th Ave SE Golden Gate Boulevard 2U 800 N 504 0.63 No 135.0 Everglades Boulevard Golden Gate Boulevard Vanderbilt Beach Road Ext. 2U 800 N 497 0.62 No 135.0 Everglades Boulevard Vanderbilt Beach Road Ext. 18th Ave NE 4D 1800 Y 541 0.30 No 135.0 Everglades Boulevard 18th Ave NE Randall Boulevard 4D 1800 N 498 0.28 No 135.0 Everglades Boulevard Randall Boulevard Oil Well Road 2U 800 N 522 0.65 No 136.0 Everglades Boulevard Oil Well Road Immokalee Road 2U 800 N 704 0.88 No 137.0 Desoto Boulevard 1-75 6th Ave SE 2U 800 N 253 0.32 No 137.0 DeSoto Boulevard 6th Ave SE Golden Gate Boulevard 2U 800 N 174 0.22 No 138.0 DeSoto Boulevard Golden Gate Boulevard 18th Ave NE 2U 800 N 163 0.20 No 138.0 DeSoto Boulevard 18th Ave NE Randall Boulevard 2U 800 N 181 0.23 No Vanderbilt Beach Road Ext. Collier Boulevard Curry Canal bend (NW 7th/9th) 6D 3000 Y 1061 0.35 No Vanderbilt Beach Road Ext. Curry Canal bend (NW 7th/9th) Wilson Boulevard 4D 2000 Y 882 0.44 No Vanderbilt Beach Road Ext. Wilson Boulevard Everglades Boulevard 2U 1000 Y 482 0.48 No 18th Avenue NE Everglades Boulevard Desoto Boulevard 2U 1000 N 74 0.07 No 6th Avenue SE Everglades Boulevard Desoto Boulevard 2U 1000 N 88 0.09 No Notes: 1) Based on 2021 AUIR data and approved future roadway improvements 2) Background Traffic Table 0 AUIR ID # Roadway Link From To 2027 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- ional 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 Sery ice Vol- ume (1) Future Total Traffic V/C Level of Service Defic- iency Yes/ No 17.0 Golden Gate Boulevard Collier Boulevard Wilson Boulevard 2146 N/E 164 111 2310 2300 1.00 Yes 31.1 Collier Boulevard Golden Gate Boulevard Pine Ridge Road 2622 N/E 158 107 2780 3000 0.93 No 31.2 Collier Boulevard Pine Ridge Road Green Boulevard 2643 N/E 103 70 2746 3000 0.92 No 44.0 Immokalee Road Collier Boulevard Wilson Boulevard 2857 N/E 126 85 2983 3300 0.90 No 45.0 Immokalee Road Wilson Boulevard Randall Boulevard 2388 N/E 156 105 2544 3300 0.77 No 46.0 Immokalee Road Camp Keais Road SR 29 584 N/E 23 35 0.56 S84 459 607 494 607 9001 0.67 No 61.0 Camp Keais Pope John Paul II Boulevard Immokalee Road 347 S/W 27 39 386 1000 0.39 No 61.0 Camp Keais Oil Well Road Pope John Paul II Boulevard 395 S/W 27 39 434 1000 0.43 No 112.0 Vanderbilt Beach Road Logan Boulevard Collier Boulevard 1897 N/E 96 65 1993 3000 0.66 No 119.0 Oil Well Road Immokalee Road Everglades Boulevard 1161 N/E 104 70 1265 2000 0.63 No 120.0 Oil Well Road Everglades Boulevard Desoto Boulevard 556 N/E 288 195 844 3800 0.22 No 121.1 Oil Well Road Desoto Boulevard Oil Well Grade 546 N/E 188 277 0.56 546 429 734 706 734 3800 0.19 No 121.2 Oil Well Road Oil Well Grade Ave Maria Blvd 562 N/E 154 228 0.56 562 442 716 6701 716 2000 0.36 No 122.0 Oil Well Road Ave Maria Blvd Camp Keais Road 588 N/E 30 45 0.56 588 462 618 507 618 800 0.77 No 123.0 Golden Gate Boulevard Wilson Boulevard 18th Street NE/SE 1645 N/E 194 130 1839 2300 0.80 No 123.1 Golden Gate Boulevard 18th Street NE/SE Everglades Boulevard 1707 N/E 217 146 1924 23001 0.84 No 124.0 Golden Gate Boulevard Everglades Boulevard DeSoto Boulevard 275 N/E 190 129 465 1010 0.46 No 132.0 Randall Boulevard Immokalee Road 8th Street NE 958 N/E 140 95 1098 20001 0.55 No Notes: 1) Background Traffic Conditions Table 2) Background Traffic Development Table 3) Project Traffic Impact Table 4) Appendix J # Roadway Link From To 132.0 Randall Boulevard 8th Street NE Everglades Blvd. 133.0 Randall Boulevard Everglades Boulevard Desoto Boulevard 134.0 Everglades Boulevard 6th Ave SE Golden Gate Boulevard 135.0 Everglades Boulevard Golden Gate Boulevard Vanderbilt Beach Road Ext. 135.0 Everglades Boulevard Vanderbilt Beach Road Ext. 18th Ave NE 135.0 Everglades Boulevard 18th Ave NE Randall Boulevard 135.0 Everglades Boulevard Randall Boulevard Oil Well Road 136.0 Everglades Boulevard Oil Well Road Immokalee Road 137.0 Desoto Boulevard 1-75 6th Ave SE 137.0 Desoto Boulevard 6th Ave SE Golden Gate Boulevard 138.0 Desoto Boulevard Golden Gate Boulevard 18th Ave NE 138.0 Desoto Boulevard 18th Ave NE Randall Boulevard Vanderbilt Beach Road Ext. Collier Boulevard Curry Canal bend (NW 7th/9th) Vanderbilt Beach Road Ext. Curry Canal bend (NW 7th/9th) Wilson Boulevard Vanderbilt Beach Road Ext. Wilson Boulevard Everglades Boulevard 18th Avenue NE Everglades Boulevard Desoto Boulevard 6th Avenue SE Everglades Boulevard Desoto Boulevard Notes: 1) Background Traffic Conditions Table 2) Background Traffic Development Table 3) Project Traffic Impact Table 4) Appendix J 2027 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- ional 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 ServJ ice Vol- ume (1) Future Total Traffic V/C Level' of Service Defic- iency Yes/ No 957 N/E 170 114 1127 900 1.25 Yes 189 N/E 195 132 384 900 0.43 No 504 S/W 26 18 0.56 396 504 422 522 522 800 0.65 No 497 N/E 143 97 640 800 0.80 No 541 N/E 171 252 0.56 541 425 712 677 712 1800 0.40 No 498 N/E 91 135 0.56 498 391 589 526 589 1800 0.33 No 522 N/E 71 106 0.56 522 410 593 516 593 800 0.74 No 704 N/E 20 29 0.56 704 553 724 582 724 800 0.91 No 253 S/W 21 14 0.56 199 253 220 267 267 800 0.33 No 174 S/W 12 17 191 800 0.24 No 163 S/W 42 63 226 800 0.28 No 181 S/W 111 164 345 800 0.43 No 1061 N/E 120 81 1181 3000 0.39 No 982 N/E 120 81 1002 20001 0.50 No 482 N/E 118 80 600 1000 0.60 No 74 N/E 137 93 211 1000 0.21 No 88 N/E 26 18 114 1000 0.11 No ounumounuunuuUMUM ���Mmmmmmmmmmmuuuummum MMMOMMEMEMEMIGUIUMMUM E�"Mmmmmmmmmmmuuuummum ®Mmmmmmmmmmmuuuummum .,---.Huuuuuuuuuuuuuuuuuu 1�11112�11EE HUHHHHHUMMUMBounuum 1 �B a BEEN man an man .ININSIZIM lum Hummunn nag a Ion .Hu a BUD HE Ban man aaaaaaaaaaaaaaaeaaa un HUHHHHHU un non aaaaaaaaaaaaaaaaaaa HUM ®�Muuuuuuuuuuuuuuuuuu =uuHuuuuuuuuuuuuuuu ���Mmmmmmmmmuuuummmmmm MMMEMMEMENNUUMMEMEME Mmmmmmmmmuuuummm uuuuuuuuuuuuuuuuuuu nounuuuuuuuuuuuuuuu �i■HumuuHHuuHuuH unuffinummumman =uuuuuuuuuuuuHuumuu MEMEEHEMUMUMUMUMunuummu �HuuuHHuuuuuuummuuuu �rHuuuHuuuuuuuuuuHuuu F -i rD a n O n n 0 3 c E 00 0 0 a 0 0 ITE Measurement (2) Daily777 , PM Peak Hour AM Peak Hour Use LU# Unit # of Units Daily , Out Out Total 821Y 1000 SF 85.000 1 1 2 Total 8,032 370 401 771 186 114 300 Shopping Plaza 40K-150K - Supermarket Yes Internal 58.6 124 328 452 21.3 34 30 64 Retail External 246 73 319 152 84 236 Pass -By 8.5 21 6 27 8.5 13 7 20 Net New 1 225 1 67 292 139 77 216 Single -Family Detached Housing 210 Dwelling Units 1,925 2 2 2 15,332 1009 593 1602 286 813 1099 Single -Family Attached Housing 215 Dwelling Units 550 2 2 2 4,141 186 140 326 87 193 280 Multifamily Housing Low -Rise Not Close to Rail Transit 220 Dwelling Units 275 2 2 2 1,838 88 51 139 26 82 108 2,750 Total 21,311 1283 784 2067 399 1088 1487 Residential Total Internal 21.5 326 119 445 3.2 15 32 47 External 957 665 1622 384 1 10561 1440 General Office Building 710 1000 SF 0.000 2 2 2 - 0 0 0 0 0 0 Medical/Dental Office Building -Stand -Alone 720 1000 SF 0.000 2 2 2 - 0 0 0 0 0 0 Office Park 750 1000 SF 27.500 2 2 2 424 8 48 56 196 24 220 Business Park 770 1000 SF 0.000 2 2 2 - 0 0 0 0 0 0 27.5 Total 424 8 48 56 196 24 220 Office/Industrial Total Internal 26.8 6 9 15 17.7 26 13 39 External 2 39 41 170 11 1 181 Total 29,767 1661 1233 2894 781 1226 2007 Internal 1,062 31.5 456 456 912 7.5 75 75 150 Total External 28,705 1205 777 1982 706 1151 1857 Pass -By 47 1.4 21 6 27 1.1 13 7 20 Net New 28,658 1 1 11841 771 1 1955 1 693 1 1144 1837 Trip Generation Rates from ITE Trip Generation Manual 11th Ed. Internal Capture Rate from FSUTMS Pass -by Capture volume based on lesser of: A) Rate per ITE Trip Generation Handbook 3rd Ed.; or B) County maximum allowable rate Daily Internal and Pass -by Capture volumes are the sum of the AM and PM results. Civic Uses are represented by Office Park. Industrial uses are represented by Business Park. c Ia;OH o o a o 0 0 +' m lelluap¢aN o ry m o o wluaw m -ulelJalu3 /ewau!7 m a o, 3ue]nelsaN ry N o ry o V o 0 6 H `w o` c � oo a, AS E 'r c "' t C V w C o O lalOH o o m o 0 O 'o lelluaplsal! ;uaw -ulel]alu3 0 0 0 0 0 o /ewaup ~ m � ;ue]nelsaN o ,o,� m o C c `w 1!elaN v o _ H _ - - _ E - 2 lal°ii o 0 0 00 0 0 0 0 0 le!luap!saa o o 16 ci v 0 o o d m luaw -u!el.ialu3 0 0 0 0 0 0 o-" /ewaup m c 'v G 3uejne;saH o 6 0 o o 0 L v c pelaN M W ry O o V � � w UDW 0 o ro Lil C V w C w 0 lal°H o 00 0 0 0 0 0 0 le!;uap¢aN mo 4 m 0 o 0 0 0 0 n ;uaw -u!e:palu3 0 0 o 0 0 o o m c /ewaup x w - c `w lue]ne3saN m d � N o 1O v o o HEWNo ,y 0 o ry 0 o a]w0 16 m o o v o Ll o C V w C — V - m _ o m o n `w m ry m o o o n — W o .. O O s L = EF- U w K 8u!;!x3 H m lewa;ul lal°H o 0 0 0 o 0 n lel;uap!sau o o H luaw 16 -ulel]alu3 0 0 o 0 0 0 `w /ewaup D °1 lue]ne;saN o 0 o 0 0 0 c 0 u l!elaN „ o o ry o m 0 lalOH c a lelluaplsab o luaw y -uleualu3 •+ ry m o o - /ewaul3 v aluemelsaa U ry ry m epi ul O ° a � Gllelaa w c0 � < � ry c i o_ c w c aaWo m m m o � a � c — H V W'o c la3OH o �n n ry m 'm `o w luaw O 112 -ulelAalu3 o v m o 0 /ewaulo ~ � u a Ho lueAne;saa ry 9 o c � c _ a v c - anyp ry m ry v o c c n o _ O ¢ N v « E - o S u Li K U w C O IaloH o 0 0 0 6 0 0 0 mi-aplsay luaw -ulelua;u3 0 0 0 00 0 0 /ewaulz) m E 'y C weAnelsall o o 0 0 0 0 0 A c v c I!e198 1 0 0 ajill o v o F= v IalOH o o o lelluaplsau mo m o o o 0 o 0 n ;uaw H -ulelA94u3 o N o o 0 0 0 0 m c /ewaul:) 'x m v luemelsau O v o 0 c I!elall � o 0 0 0 0 om 0 o aDWO ry o o 0 o m 0 o c 2 c - V O o 0 o ry o m c m c �w ry o m - c � w v •i oW 00 w o o o o Q w N w gul;lx3 ro oO1i `° lewalul a I01014 o 0 0 0 0 0 o. lenumsau o m o 0 o m F luaw E -ulelAa;u3 0 0 0 0 0 0 v c /ewaul:) v c luem a;saa o 0 0 0 0 0 c 0 u IlelaB m o O 1 o C S O u«i C V W N C W a n O n 0 c rt 0- 0 c 0 ITE Measurement (2) D. PM Peak Hour Reduct- AM Peak Hour Use •. Out • 821Y 1000 SF 85.000 1 1 2 Total 8,032 370 401 771 186 114 300 Shopping Plaza 40K-150K - Supermarket Yes Internal 19.7 46 106 152 10.0 16 14 30 Retail External 324 295 619 170 100 270 Pass -By 35.4 115 104 219 35.4 60 36 96 Net New 209 191 400 110 64 174 Single -Family Detached Housing 21D Dwelling Units 1,925 2 2 2 15,332 1009 593 1602 286 813 1099 Ingle -Family Attached Housing 215 Dwelling Units 550 2 2 2 4,141 186 140 326 87 193 280 Multifamily Housing Low -Rise Not Close to Rail Transit 220 Dwelling Units 275 2 2 2 1,838 88 51 139 26 82 108 2,750 Total 21,311 1283 784 2067 399 1088 1487 Residential Total Internal 7.0 104 41 145 1.5 7 15 22 External 1 11791 743 1922 1 392 1 1073 1465 General Office Building 710 1000 SF 0.000 2 2 2 - 0 0 0 0 0 0 Medical/Dental Office Building -Stand -Alone 720 1000 SF 0.000 2 2 2 - 0 0 0 0 0 0 Office Park 750 1000 SF 27.500 2 2 2 424 8 48 56 196 24 220 Business Park 770 1000 SF 0.000 2 2 2 - 0 0 0 0 0 0 27.5 Total 424 8 48 56 196 24 220 OfficelIndustrial Total Internal 26.8 6 9 15 8.2 12 6 18 External 2 1 39 41 184 18 1 202 Total 29,767 1661 1233 2894 781 1226 2007 Internal 382 10.8 156 156 312 3.5 35 35 70 Total External 29,385 1505 1077 2582 746 1191 1937 Pass -By 315 8.5 115 104 219 5.0 60 36 96 Net New 1 29,0701 1 13901 973 1 2363 686 11551 1841 Trip Generation Rates from ITE Trip Generation Manual 11th Ed. Internal Capture Rate from ITE Pass -by Capture volume based on lesser of: A) Rate per ITE Trip Generation Handbook 3rd Ed.; or B) County maximum allowable rate Daily Internal and Pass -by Capture volumes are the sum of the AM and PM results. c 0 lalOH o o a o o c 0 lel;uaplsay o N m o 0 luaw y -ulelJa;u3 0 0 0 0 0 /ewau!j v n u lueme]sall ry ,on o N o o O C r - c `y llelalj o c � c ~ o z N =_ c la;OH o o m o o O 0 le!luaplsaa w luaw16 ¢ -ulel,alu3 0 0 0 0 0 w _ /ewaup ~ m o. H ;ueinelsalJ O C `w c I!elaa N r o .1 .pi � x o v 0 ao!go r°fi m o w D O - Ia;OH o o 00 0 0 0 0 0 0 o lelluaplsaa o m o� o o m luaw -ul3 0 0 6 0 0 0 /ewaulj m c •y c W ;ueanelsay o 0 0 0 0 0 c c Q1 o a ry � - h E N a W f N ti ti o o m mo 0 Ia;OH o 0 00 0 0 0 0 0 0 le!luaplsalj o 0 '. 0 o 0 0 0 0 n ;uaw �- -ulei+a;u3 0 o 0 0 o 0 0 0 m c /ewaup W — � i ;uelfle;sa;j c� o N O C 11e;a8 m o 6 0o o aaly0 ,.� 0 o o 0 „ i o « C V c 5 E a c - V o 0 0 c c c LS m ti o o o m w - - m 00 15 w o 0 � � u w � � t°- Eull!x3 o o ti o lewa;ul o m la;oH o 0 0 0 0 0 a le!;uap!salj o I r ;uaw -ulel�a;u3 0 0 0 0 0 0 i c /ewaup N G ;ueJflelsaa o O o 0 0 0 C a aDwo a = � � L a c •c Q) Q fC U a Q) a~ Q l4 U f0 i L ai C Q) V) m co W c lalOH o .n-i n •+ .N-� 0 C leguap¢ay ;uaw y -ulellalu3 /ewaul: iuelne;say V a o � - llelay m uoi v o ry x„ `v co c v a3lN0 m m m o c c � - r v « E c 7 7 C a o c lalOH .m O `o lelluaplsaa w ;uaw O v cc -ule;la;u3 o a o0 0 0 °1 /ewaulz ~ m V Fo ;uelnelsaa �O - 5 `w � Relay v a c o v v - c aDly0 N m ry c o v C7 - o r o o E x ¢ _� V w C O laloH o 0 0 0 0 o 0 0 0 0 0 lelluaplsay o o m luaw -ulellalu3 0 0 0 0 0 0 /ewau!:) m c 'y w luejnelsay o o 0 0 0 0 c uelaH 0 w o v o a3wo ry ry o v o w E - m o v a _ E ° x w - ,a n I830H o o 0 N 0 O 0 O N lelluap¢ay o 0 0 0 o. luaw 0 F- -uleValu3 0 c/ewaul� 'x w - `w luelnelsay o � o c Ilelay m 0 0 0 0 m 00 aOy40 o co 0 0 o o ti m o o � c _ o o v E 'a = - v 2 c - V o� n o 0 o a - m _ m a rmmv m E c E C V w C 8ulllx3 O o lewaiul vD I030H o 0 0 0 0 0 n IeRuaP!say o o o 0 F ;uaw -Ulellalug 0 0 0 0 0 0 v /ewaw� a v c ;uemelsay o 0 0 0 0 0 c 0 V llelay m o o m 0 0 aO!il0 N o o v o �c d 9 O - r C o s CV w fGw x _ Measurement Daily(2) PM Peak Hour AM Peak Hour Use LU# Unit �#of,Units Daily,ITE Out Out Totalli 821Y 1000 SF 80.000 1 1 2 Total 7,559 351 381 732 175 107 282 Shopping Plaza 40K-150K - Supermarket Yes Internal 56.6 115 299 414 20.6 30 28 58 Retail External 236 82 318 145 79 224 Pass -By 7.9 19 6 25 7.9 12 6 18 Net New 217 76 293 133 73 206 Single -Family Detached Housing 210 Dwelling Units 1,799 2 2 2 14,406 947 556 1503 269 764 1033 Single -Family Attached Housing 215 Dwelling Units 313 2 2 2 2,335 105 79 184 49 108 157 MultifamilyHousingLow-Rise Not Close to Rail Transit 220 DwellingUnits 388 2 2 2 25 62 118 69 187 34 109 143 2,500 Total 19,303 1170 704 1874 352 981 1333 Residential Total Internal 21.7 298 109 407 3.2 13 29 42 External 872 1 595 1467 339 1 952 1291 General Office Building 710 1000 SF 0.000 2 2 2 - 0 0 0 0 0 0 Medical/Dental Office Building -Stand -Alone 720 1000 SF 0.000 2 2 2 - 0 0 0 0 0 0 Office Park 750 1000 SF 25.000 2 2 2 389 7 45 52 194 24 218 Business Park 770 1000 SF 0.000 2 2 2 0 0 0 0 0 1 0 25 Total 389 7 45 52 194 24 218 Office/Industrial Total Internal 32.7 6 11 17 17.4 26 12 38 External 1 1 1 1 34 1 35 1 168 12 180 Total 27,251 1528 1130 2658 721 1112 1833 Internal 976 31.5 419 419 838 7.5 69 69 138 Total External 26,275 1109 711 1820 652 1043 1695 Pass -By 43 1.4 19 6 25 1.1 12 6 18 Net New 1 26,232 1090 705 1 1795 640 1037 1677 Trip Generation Rates from ITE Trip Generation Manual 11th Ed. Internal Capture Rate from FSUTMS Pass -by Capture volume based on lesser of: A) Rate per ITE Trip Generation Handbook 3rd Ed.; or B) County maximum allowable rate Daily Internal and Pass -by Capture volumes are the sum of the AM and PM results. Civic Uses are represented by Office Park. Industrial uses are represented by Business Park. 0 i c 0 laloH o o v o 0 +• a 0 lelluaplsaa o ry m o 0 w luaw p w -u!e1Palu3 0 0 0 0 o w /ewauq r v a u lue�nelsaa N ,on o n m o ° d F m `y I!e;aa m °J o •• a 9 = o y c alwo a o m m c t7 _ F V w C =O IaloH o o m o 0 O `o lel;uap!saa •• H e o 0 a ivaw z -uleUalu3 0 0 0 0 0 /ewaup ~ u d ;uelnelsaa a o o o v a o F= n � IaloH o 0 0 0 0 0 0 0 leRuaplsall q 0 m o 0 o m ivaw -u!e;la4u3 0 0 0 0 0 0 /ewauq m c 'v w ;uejne;sail o 0 0 0 0 0 G `m c lle;aa o ry o N 0 o c otiw C O w _ C � w � la;°H o 0 0 0 o O 0 lelluap!saa o ry 0 6 0 � o luaw F -uleua;u3 o q o C 6 q 0 q 0 m c /ewaul7 'X w — v ;ueane;saa o 0 c I!e;aa •, o o � o aa!yp 0 0 o 0 o o EE K U w C o. = u a o q c u� o ry o w m N o o o F•W " m -. O w C C O w n C 8u!1!x3 o o n o Iewalul •' ry IaloH o 0 0 0 0 0 a. le!luap!saa H luaw -ule4la4u3 0 0 0 0 0 0 `v /ewaulj a v c ;ueane;saa o 0 0 0 0 0 c v pelaa o o o m a,wo _ — O S. 0 c 0 le!luaplsaH w ;uaw N v -u!elJa4u3 N m o o /ewau!3 r a m V lu eJne;sal! N N m H N M o a R t `w N c o_ c i aa!b10 m m e „ni o a w m w - w F O o c = L E V W - w _ W c lalOH 'm O `o lepuaplsai! ry N m N v ;uaw iD ¢ -uleua;u3 o v m o o °1 /ewaup ~ 6 lueJnelsaH < N M `w c I1elaa o v c c - o c - m � 7 � E E C v_ � x la;oH o 06 0 o 0 d 0 !e!ivap!saa N ;uaw -u!elJa;u3 0 0 0 o 0 0 g /ewaul:) m C 'y ;uelnelsaa O o O 0 O 0 O 0 O 6 0 c c `w I!elaN c aal;i0 ry m ri n o m v o o n d a - _ E•`- c « v� w a leioH o ^ o O lelluap!sal! a ;uaw F -ulelaa;u3 0 o o o 0 0 0 0 c /ewau!:) 'X m c luelnesa ll! ry m o a o I1elaa °q o d o o o aalHOLl a o o u o c 5 V w c — V c c - c w m N v v a � en o mN O o w a« E - _ �°- K V w C 5u!;!z3 m m leuialul la;oH o 0 0 0 0 0 a leµuaplsaa .. N o o o N �t ;uaw R E -u!e;Ja;U3 o o o 0 o o /ewau!:) 17 d c 3U 2Jn elsaa O O O o O O c u° pe;aa o 0 0 0 0 aa!HO ry o o v o e s E x LlO V W c c f— m Cr F 0 n 0 3 C rY 7 as V, 0 c 0 7 N ITE Measurement Daily(2) PM Peak Hour AM Peak Hour .. Out Out Total', 821Y 1000 SF 80.000 1 1 2 Total 7,559 351 381 732 175 107 282 Shopping Plaza 40K-150K - Supermarket Yes Internal 19.8 44 101 145 10.3 15 14 29 Retail External 307 280 587 160 93 253 Pass -By 37.3 115 104 219 37.3 59 35 94 Net New 192 176 368 101 58 159 Single -Family Detached Housing 210 Dwelling Units 1,799 2 2 2 14,406 947 556 1503 269 764 1033 Single -Family Attached Housing 215 Dwelling Units 313 2 2 2 2,335 105 79 184 49 108 157 Multifamily Housing Low -Rise Not Close to Rail Transit 220 Dwelling Units 388 2 2 2 2,562 118 69 187 34 109 143 2,500 Total 19,303 1170 704 1874 352 981 1333 Residential Total Internal 7.3 99 38 137 1.6 7 14 21 External 1071 666 1737 345 967 1312 General Office Building 710 1000 SF 0.000 2 2 2 - 0 0 0 0 0 0 Medical/Dental Office Building -Stand -Alone 720 1000 SF 0.000 2 2 2 - 0 0 0 0 0 0 Office Park 750 1000 SF 25.000 2 2 2 389 7 45 52 194 24 218 Business Park 770 1000 SF 0.000 2 2 2 - 0 0 0 0 0 0 25 Total 389 7 45 52 194 24 218 Office/Industrial Total Internal 26.9 5 9 14 8.3 12 6 18 External 2 36 38 182 18 200 Total 27,251 1528 1130 2658 721 1112 1833 Internal 364 11.1 148 148 296 3.7 34 34 68 Total External 26,887 1380 982 2362 687 1078 1765 Pass -By 313 9.3 115 104 219 5.3 59 35 94 Net New, 26,574 1265 878 2143 628 1 10431 1671 Trip Generation Rates from ITE Trip Generation Manua! 11th Ed. Internal Capture Rate from ITE Pass -by Capture volume based on lesser of. A) Rate per ITE Trip Generation Handbook 3rd Ed.; or B) County maximum allowable rate Daily Internal and Pass -by Capture volumes are the sum of the AM and PM results. c 0 laloH o o a o 0 m «� w le!;uaplsay w;uaw iv -ulel,alu3 0 0 0 0 o a /ewaup IT c ti luelnelsaa ry � o N w w o a - c `y Ilelall m m o " a = o y c alwo � a � ` - m F F- O E v_ x IaloH o o m o 0 'm O 'o le!;uaplsay .+ � a o 0 v ;uaw -ulevalu3 0 0 0 0 0 /ewaup ~ 6 N a F ;uelnelsall o c v C Ile;ay � O_ a - o DaWo ry m o P = E EdE Ia3oH o 0 0 0 o 0 lelluaplsaa o o 0 o m luaw a -uleValu3 0 o 0 o 00 o 6 o 6 0 /ewaup c y w luelne;sall o 0 0 0 0 0 c dd=O C E V w K - ry o o o � W F la;oH o 0 0 o 0 0 0 0 0 0 le!;uaplsay -o o o 00 0 c ;uaw -ulellalu3 0 o 0 0 0 m E /ewaup � E a ;uelnelsaa a o o 0 6 c ile;all w o 0 o 0 � o 0 a3wo � V w = V - e ti o o o m - c o " c m n o 0 0 L: p C E v E - 2 aulllX3 ti o o m leulalul n o .pi laloH o 0 0 0 0 0 n lel;uaplsaa o I = ;uaw F. -ule;la;u3 o 0 0 0 0 0 v C /ewaup a v A ;uejne3saa o 0 0 0 0 0 c V llelaa a3i>40 n o o n o ti L 1 0. m V N w lalOH 0 - v le!luap!say w ;uaw cc /ewau!3 °1 o. weine;say w m V 6 O ~ C - `y pelay o c UOWO � c - ~ E > > O c E - xo C V w 5 c IalOH o m n N m .m `o d luaw w -u!elIalu3 o v m o o v /ewau! ~ m ua 1uejnelsay Q N m N � m 0 _ `w C I!elay N v N viDi = O_ V W c - c a31.4 N m N a o � i a - o c - 1`- 5 V w C O Ia;oH o o d o o 0 !e!;uap!say p N � p O O ;uaw -uleValu3 0 0 0 0 0 0 ° F /ewaul:) m c 'lw G 7uelne;sa8 o 0 0 0 o 0 0 C w c I!elau ry ti O m O n m aJ1ii0 N N ? o O v O o n m E - d r= o P E o x w K _ V w ¢ H w v m n IalOH o C C Ie!;uap!say °1 o m o o 0 0 0 0 a ;uaw f- -wel.lalu3 0 o ti 0 o o 0 0 0 m c /ewaul7 - `u ;ueinelsay c yelaN q m o o 0 o N C0 aOWO tO o 0 0 C V w c — V o 0 0 o 'y c c c w m — m v O A � c O p 2 = V w G 8u!;!x3 Ieuaalul I910H o 0 0 0 0 0 c le!;uap!say o m o 0 o m ;uaw -ulelJalu3 0 0 0 0 0 0 `w c /ewau!:) v a' c ;uelnelsay o 0 0 0 0 0 c 0 V ye;ay m o o m o a a 03140 ry o o m o m o_ 5 1' — F- —i ITE Measurement Daily(2) PM Peak Ho lur AM Peak Hour .. Out Out Total 821Y 1000 SF 529.988 1 1 2 Total 50,079 2008 2176 4184 1160 711 1871 Shopping Plaza 40K-150K - Supermarket Yes Internal 29.2 454 766 1220 8.8 91 74 165 Retail External 1554 1410 2964 1069 637 1706 Pass -By 5.6 88 79 167 5.6 60 36 96 Net New 14661 1331 2797 1 1009 1 601 1610 Single -Family Detached Housing 210 Dwelling Units 2,203 2 2 2 17,357 1145 673 11118 323 919 1242 Single -Family Attached Housing 215 Dwelling Units 837 2 2 2 6,327 284 214 498 133 297 430 Multifamily Housing Low -Rise Not Close to Rail Transit 220 Dwelling Units 510 2 2 2 3,344 151 89 240 43 138 181 3,550 Total 27,028 1580 976 2556 499 1354 1853 Residential Total Internal 40.7 739 301 1040 3.2 12 48 60 External 841 675 1516 487 1 13061 1793 General Office Building 710 1000 SF 105.006 2 2 2 1,211 29 144 173 154 21 175 Medical/Dental Office Building -Stand -Alone 720 1000 SF 105.006 2 2 2 4,404 127 297 424 199 53 252 Office Park 750 1000 SF 86.000 2 2 2 1,170 18 111 129 245 30 275 Business Park 770 1000 SF 650.000 2 2 2 7.619 197 1 560 757 676 119 795 946.012 Total 14,404 371 1112 1483 1274 223 1497 Office/Industrial Total Internal 22.4 103 229 332 11.3 94 75 169 External 268 883 1151 1180 148 1328 Total 91,511 3959 4264 8223 2933 2288 5221 Internal 2,986 31.5 1296 1296 2592 7.5 197 197 394 Total External 88,525 2663 2968 5631 2736 2091 4827 Pass -By 263 3.0 88 79 167 2.0 60 36 96 Net New 88,2621 2575 128891 5464 1 2676 12055 147311 Trip Generation Rates from ITE Trip Generation Manual 11th Ed. Internal Capture Rate from FSUTMS Pass -by Capture volume based on lesser of. A) Rate per !TE Trip Generation Handbook 3rd Ed.; or B) County maximum allowable rate Daily Internal and Pass -by Capture volumes are the sum of the AM and PM results. Civic Uses are represented by Office Park. Industrial uses are represented by Business Park. 0 m ,n a i ti --I � O y N y O n 4�- Z N C 0 O a O Q m LQ � a I � T � V C N Q W �- d ti rD O rD N 1Z W rb .t v t7 Cu c rb la;oH o o a o o c O L Y le!;uap!sau w G w ;uaw v m-we3J8;u3 z /ewau!: d w c ;ueJnelsay eV m o N m � m` v o a 1- c m I!e;all L x a o_ c aagyo v N o m m L ,q a C o £tz 7 x o L 2E v x w 'V W O kayo!{ o o m o 0 'm O !e!puap!say `o a ivaw d -ule;Ja4u3 0 0 o o o /ewaup w m -O Q ;ueJnelsa;l a =' O n m L L a c Ilelau ry N o .i ti x o_ a d L C c a - O — H 7 d d m O C E. C d L E v w •- x �a3dH o o 0 0 0 0 0 0 0 o o !ei;uap!saa o ,Ili ., v o o a ;uaw -u!e4je;u3 0 0 0 0 0 0 /ewaw:) m c •y W luelne;say o 0 0 0 0 0 co0 `m C pelall V cno H o o a N uiOi .n o 16 ut 16 ry c E d •- o V ` d E - W C V w C r •W F ry n 1810H o 0 0 0 0 0 0 0 0 !e!;uap!say rZ o 0 0 0 a ivaw F -ulelJalu3 0 0 0 0 0 0 0 0 0 0 m c /ewaup .x d luelnelsay o of o O c Belem e�wo N o o m o o C \ C A ad. C V w C c? d = u m m o 0 0 0 'ri 0 0 n m m w - m e F W c N e o ry 0 d c w E C — — O � K V w C 2u!l!x3 o o !ewa;ui o 101oH o 0 0 0 0 0 c fie!;uap!say o •y o o c ti F ivaw f0 e -Ule3JBZu3 0 0 0 0 0 0 v /ewau!7 c v a' ;ueJnmaa o 0 0 0 0 0 c 0 u He;aa a�!ii0 � o o ro o m a E d H c 0 PIOH c a le!;uap!say a a e o ;uaw d -We;Ja;u3- /ewau!j Fa m v m °o a - play O t011 Oei N S y aoINp c � a b c _ ou w i'o E- c c w la;oH .m O 0 le!;uap!say N H m N w ;uaw -u!eua;u3 o v m o o °1 /ewaul: ~ a G � iueJne;say < ry m N tp O c Ile;ay N a o_ v - c aDWO N m N V O N O - E x la;°H o 0 0 0 0 0 ;uaw -uleva;u3 0 0 0 0 0 0 0 0 0 o 0 /ewaup m 'v c ;ueJne;say o o 0 0 0 0 0 6 0 0 0 w c I!e;au rvo o N o 0 a3g4p 0 v Er O - - a F 'w F .� p ry o o o Ia;oH o o ti 0 o o o m M Ie!luap!say 0 N ^ o o o 0 00 n ;uaw 1° F= -ule4ja4u3 0 o 0 o 0 0 0 0 0 m c /ewau!:) .x w -1; c lueme;say o m d' o o O ry o o c I1e;aN N o o � aaWp W o v E c c m - V e ry o o ^ o v W - m � 0 0 E v m o 0 E C V w G 8umn o o e lewa;ul m la;oH o 0 0 0 0 0 a lel;uap!say N ^ 0 0 0 ;uaw 10 c -u!e;Ja;u3 0 0 0 0 0 0 m` /ewau!:) m L ;ueJneisay o 0 0 0 0 0 c o cJ I!e;ay o 0 0 N 0 < e W - 7 G E x L L O K V W C ITE Measurement Daily(2) PM Peak Hour Am Peak Hour #of Units DailyUnit Out Out Total,; 821Y 1000 SF 529.988 1 1 2 Total 50,079 2008 2176 4184 1160 711 1871 Shopping Plaza 40K-150K - Supermarket Yes Internal 23.1 360 608 968 7.2 75 59 134 Retail External 1648 1568 3216 1085 652 1737 Pass -By 6.8 112 107 219 6.8 74 44 118 Net New 1536 1461 2997 1011 608 1619 Single -Family Detached Housing 210 Dwelling Units 2,203 2 2 2 17,357 1145 673 1818 323 919 1242 Single -Family Attached Housing 215 Dwelling Units 837 2 2 2 6,327 284 214 498 133 297 430 Multifamily Housing Low -Rise Not Close to Rail Transit 220 Dwelling Units 510 2 2 2 3,344 151 89 240 43 138 181 3,550 Total 27,028 1580 976 2556 499 1354 1853 Residential Total Internal 32.3 587 239 826 2.6 9 40 49 External 993 737 1730 490 1314 1804 General Office Building 71D 1000 SF 105.006 2 2 2 1,211 29 144 173 154 21 175 Medical/Dental Office Building -Stand -Alone 720 1000 SF 105.006 2 2 2 4,404 127 297 424 199 53 252 Office Park 750 1000 SF 86.000 2 2 2 1,170 18 111 129 245 30 275 Business Park 770 1000 SF 650.000 2 2 2 7 619 197 560 757 676 119 1 795 946.012 Total 14,404 371 1112 1483 1274 223 1497 Officedridustrial Total Internal 17.8 82 182 264 9.3 77 62 139 External 1 1 289 1 930 1 1219 1 1 1197 161 1358 Total 91,511 3959 4264 8223 2933 2288 5221 Internal 2,38D 25.0 1029 1029 2058 6.2 161 161 322 Total External 89,131 2930 3235 6165 2772 2127 4899 Pass -By 337 3.6 112 107 219 2.4 74 44 118 Net New 1 88,7941 1 28181 31281 5946 1 26981 20831 4781 Trip Generation Rates from ITE Trip Generation Manual 11th Ed. Internal Capture Rate from ITE Pass -by Capture volume based on lesser of. A) Rate per ITE Trip Generation Handbook 3rd Ed.; or B) County maximum allowable rate Daily Internal and Pass -by Capture volumes are the sum of the AM and PM results. C O 41 m 41 3: N 2L F- c laloH o o a o 0 0 c « m le!;uaplsall o N m o 0 wluaw v -ule>Jalu3 0 0 0 o o /ewaulo IT v lueineisaa N O o H `° v u n `w o E y anwo < o m m c .i - r o a v E« c w U----, �u s Ia3oH o oF-T- 0 lelluap!saa 0 m ;uaw s -ule>Jalu3 0 0 0 0 0 /ewaul3 n m u °• luelne;saa o " o N m "'' o o c � I1e�aa N � o .y ti x o_ 9 Gl — a0wo N m O N r W c c7 n - O o laloH o0 00 0 0 00 0 0 0 lel;uaplsaa o 0 o N 0 o o o m v ;uaw O -ule4ja3u3 0 O 0 O 0 o 0 O 0 O 0 F- /ewaUI3 m E c lue�ne;saa o o 0 6 0 0 0 0 0 c y pe;aa m m o v, v ag o �n w c3Ll m m ti C V W C _ a Ia30H o 0 0 0 o 0 o lelluaplsaa ry m o 0 0 n juaw -ulel.ialu3 0 00 0 o 0 0 0 0 m c /ewaul7 c `u ;uejnelsaa Iq o o Ili m o o 0 N 0 o c aao 0 o o ry o w 0 s E c o z w c c° E u W a_ � x n = u - m cuS o n F- w ry n o 0 ti 0 ry ry o m o v O w = � 5 2 y = c E. V W v C :; 6 au!7!x3 o Q o leulalul 0 I210H o 0 0 0 0 0 a lelluap!saa o rn o 0 o rn r` ;uaw -ule;ja;u3 0 0 0 0 0 0 v /ewaul7 a v c ;ueane;saa o 0 0 0 0 0 c llelaa a7!mo o o N o � c W ti I l= c 0 Ia3oH ac' le!luap!say ivaw �c w -u!e3Jalu3l•+ N m o o - /ewau! a y a 3ueJneisaa N N m � �^ w v m o o 0 L y = O C y aal;i0 m m m „� o c a c u a = E _ y10-, - c lalOH .m o O le!luaplsaa N ,,, ,_, m N a ivaw D at -ule3Ja;u3 o a w o o °1 /ewaup ~ � V a lueJne;saa v ry m N a o i= o - a C L `a c I!eiaa � � a N v ti x _ o v a L 'R aa!Hp N m N a o 0 O a - o _ N _ WC V I030H o 0 0 o 0 0 0 o 0 O 0 le!wap!sall N W `6 ry CO ri N `"• N o o m ;uaw -u!e3Ja3u3 o O 0 O 0 O 00 0 O 0 a t= /ewaul:) m w 3ueJneisay o o 0 00 0 0 0 `m G Ile3aN v O o N N ? o ry 03WOrz ry N o m Y O ¢ a w ~ W ~ ~ N � alo I H o o 0 o 0 0 o m N le!luap!say ni N m � o o 0 0 0 0 a ;uaw m-u!e3Jaiu3 0 0 c /ewau! z w - c `m iuemeisay N a < o p o 0 o N o c 1!elaa N N o 0 0 c 0 aa!Hp v cD o o o ? m o o a m E r y y « x O s = a E v x C V w C 10 a w c m - V o o m o ry c e x C W o a+ 10 c `w c O1 0 o n o � � m � 5 w - � E V C 8uglx3 N m o m o leuJalul ti e o N ti I93oH o 0 0 0 0 0 a le!wap!sall N o 0 o m N - ;uaw 10 L - !elJalu3 0 0 o c o 0 `m c /ewau!o v a lueJnelsay o 0 0 0 0 0 c 0 V I!e;aa o o ry o m wl}}p v o o m o allo ti 11- M 3 O R. ro rs F 0 0 X, n 0 0 rn c r+ 3 00 O 0 3 ut ID# Road# Unk From To Exist Road Min Std Peak Dir Peak Hour' Peak Dir Service Volume 2022 Peak Hour Peak Dir Volume Total Trip Bank 2022 Counts+ Trip Bank Volume 2022 Counts+ Trip Bank Remaining Capacity 2022 Counts+ Trip Bank V/C 2022 w/TB L 0 S Traffic Counts Year Expected Deficient Trip Bank Year Expected Deficient 1.0 CR31 Airport Road Immokalee Road Vanderbilt Beach Road 4D D N 2,200 1,480 40 1520 680 69.1% C 2.1 CR31 Airport Road Vanderbilt Beach Road Orange Blossom Drive 6D E N 3,000 2,250 43 2293 707 76.4% D 3.0 CR31 Airport Road Pine Ridge Road Golden Gate Parkway 6D E N 3,000 2,180 14 2194 806 73.1% C 4.0 CR31 Airport Road Golden Gate Parkway Radio Road 6D E N 2,800 2,210 3 2213 587 79.0% D 5.0 CR31 Airport Road Radio Road Davis Boulevard 6D E N 2,800 2,080 0 2080 720 74.3% C 16.2 SR84 Davis Boulevard Radio Road Collier Boulevard 6D E W 3,300 1,250 326 1576 1724 47.8% B 17.0 CR876 Golden Gate Boulevard Collier Boulevard Wilson Boulevard 4D D E 2,300 1,960 17 1977 323 86.0% D 2030 18.0 CR886 Golden Gate Parkway US 41(Tamiami Trail) Goodlette-Frank Road 6D E E 2,700 1,630 13 1643 1057 60.9% C 19.0 CR886 Golden Gate Parkway Goodlette-Frank Road Airport Road 6D E E 3,550 2,770 1 2771 779 78.1% D 20.1 CR886 Golden Gate Parkway Airport Road Livingston Road 6D E E 3,550 3,140 17 3157 393 88.9% D 2027 2027 20.2 CR886 Golden Gate Parkway Livingston Road 1-75 6D E E 3,550 3,340 0 3340 210 94.1% D 2026 2026 21.0 CR886 Golden Gate Parkway 1-75 Santa Barbara Boulevard 6D E E 3,300 2,020 14 2034 1266 61.6% C 22.0 CR886 Golden Gate Parkway Santa Barbara Boulevard Collier Boulevard 4D D E 1,980 1,450 60 1510 470 76.3% C 25.0 CR851 Goodlette-Frank Road Pine Ridge Road Golden Gate Parkway 6D E N 3,000 1,860 16 1876 1124 62.5% C 26.0 CR851 Goodlette-Frank Road Golden Gate Parkway US 41(Tamiami Trail) 6D E S 2,700 2,660 0 2660 40 98.5% E 2023 2023 27.0 Green Boulevard Santa Barbara Boulevard Collier Boulevard 2U D E 900 680 10 690 210 76.7% C 30.1 CR951 Collier Boulevard Immokalee Road Vanderbilt Beach Road 6D E N 3,000 1,810 745 2555 445 85.2% D 2030 30.2 CR951 Collier Boulevard Vanderbilt Beach Road Golden Gate Boulevard 6D E S 3,000 1,490 98 1588 1412 52.91. B 31.1 CR951 Collier Boulevard Golden Gate Boulevard Pine Ridge Road 6D E N 3,000 2,590 126 2716 284 90.5% D 2027 0 ID# Road# Link From To Exist Road Min Std Peak Dir Peak Hour3 Peak Dir Service Volume 2022 Peak Hour Peak Dir Volume Total Trip Bank 2022 Counts+ Trip Bank Volume 2022 Counts+ Trip Bank Remaining Capacity 2022 Counts+ Trip Bank V/C 2022 w/TB L O S Traffic Counts Year Expected Deficient Trip Bank Year Expected Deficient 31.2 CR951 Collier Boulevard Pine Ridge Road Green Boulevard 6D E N 3,000 2,590 151 2741 259 91.4% D 2027 32.1 CR951 Collier Boulevard Green Boulevard Golden Gate Pwky 4D D N 2,300 1,410 49 1459 841 63.4% - C 32.2 CR951 Collier Boulevard Golden Gate Pwky Golden Gate Main Canal 4D D N 2,300 1,780 241 2021 279 87.9% D 2030 32.3 CR951 Collier Boulevard Golden Gate Main Canal 1-75 8D E N 3,600 1,780 384 2164 1436 60.1% C 33.0 SR951 Collier Boulevard 1-75 Davis Boulevard 8D E N 3,600 3,170 313 3483 117 96.8% E 2024 34.0 CR951 Collier Boulevard Davis Boulevard Rattlesnake Hammock Road 6D E N 3,000 2,270 512 2782 218 92.7% D 2027 35.0 CR951 Collier Boulevard Rattlesnake Hammock Road US 41(Tamiami Trail) 6D E N 3,200 2,230 469 2699 501 84.3% D 2032 42.1 CR846 Immokalee Road Airport Road Livingston Road 6D E E 3,100 2,820 14 2834 266 91.4% D 2027 2027 42.2 1 CR846 Immokalee Road Livingston Road 1-75 6D/8D E E 3,500 3,160 30 3190 310 91.1% D 2027 43.1 CR846 Immokalee Road 1-75 Logan Boulevard 6D/8D E E 3,500 2,480 540 3020 480 86.3% D 2031 43.2 CR846 Immokalee Road Logan Boulevard Collier Boulevard 6D E E 3,200 2,640 959 3599 (399) 112.5% F 2027 Existing 44.0 CR846 Immokalee Road Collier Boulevard Wilson Boulevard 6D E E 3,300 2,540 1186 3726 (426) 112.9% F Existing 45.0 CR846 Immokalee Road Wilson Boulevard Oil Well Road 6D E E 3,300 2,020 498 2518 782 76.3% D 46.0 CR846 Immokalee Road Oil Well Road SR 29 2U D E 900 510 252 762 138 84.7% D 2030 48.0 Logan Boulevard Vanderbilt Beach Road Pine Ridge Road 2U D N 1,000 620 87 707 293 70.7% C 49.0 Logan Boulevard Pine Ridge Road Green Boulevard 4D D S 1,900 1,520 50 1570 330 82.6% D 2032 50.0 Logan Boulevard Immokalee Road Vanderbilt Beach Road 2U D N 1,000 670 34 704 296 70.4% C 51.0 CR981 Livingston Road Imperial Street Immokalee Road 6/4D D N 3,000 1,820 211 2031 969 67.7% 1 C 52.0 CR881 Livingston Road Immokalee Road Vanderbilt Beach Road 6D E I N 1 3,100 2,000 22 2022 1078 1 65.2% 1 C 0 F m n a 1 N N I H n I V, ro w 0 N I A 0 a o_ H 12 E3 N 3 n 0 an G n S tv O LU W 0 ID# Road# Link From To Exist Road Min Sid Peak Dir Peak Hour' Peak Dir Service Volume 2022 Peak Hour Peak Dir Volume Total Trip Bank 2022 Counts+ Trip Bank Volume 2022 Counts + Trip Bank Remaining Capacity 2022 Counts+ Trip Bank V/C 2022 w/TB L O S Traffic Counts Year Expected Deficient Trip Bank Year Expected Deficient 53.0 CR881 Livingston Road Vanderbilt Beach Road Pine Ridge Road 6D E N 3,100 1,530 0 1530 1570 49.4% B 54.0 CR881 Livingston Road Pine Ridge Road Golden Gate Parkway 6D E N 3,100 1,360 56 1416 1684 45.7% B 55.0 CR881 Livingston Road Golden Gate Parkway Radio Road 6D E N 3,000 1,700 32 1732 1268 57.7% C 58.0 N. 1st Street New Market Road SR-29 (Main Street) 21.1 D N 900 680 24 704 196 78.2% C 59.0 New Market Road Broward Street SR 29 21.1 D E 900 670 28 698 202 77.6% C 61.0 Camp Keais Oil Well Road Immokalee Road 2U D S 1,000 300 211 511 489 51.1% B 67.2 CR896 Pine Ridge Road Livingston Road 1-75 6D E E 3,900 2,800 86 2886 1014 74.0% C 68.0 CR896 Pine Ridge Road 1-75 Logan Boulevard 6D E E 2,800 2,360 126 2486 314 88.8% D 2029 69.0 CR856 Radio Road Airport Road Livingston Road 4D D E 1,800 1,110 58 1168 632 64.9% C 70.0 CR856 Radio Road Livingston Road Santa Barbara Boulevard 4D D E 1,800 1,580 30 1610 190 89.4% D 2028 71.0 CR856 Radio Road Santa Barbara Boulevard Davis Boulevard 4D D W 1,800 650 130 780 1020 43.3% B 75.0 CR864 Rattlesnake Hammock Road Santa Barbara Boulevard Collier Boulevard 6D E W 2,900 770 193 963 1937 33.2% B 76.0 Santa Barbara Boulevard Green Boulevard Golden Gate Parkway 4D D N 2,100 1,530 0 1530 570 72.9% C 77.0 Santa Barbara Boulevard Golden Gate Parkway Radio Road 6D E N 3,100 2,060 54 2114 986 68.2% C 82.0 SR29 SR 29 1-75 Oil Well Road 2U D N 900 170 67 237 663 26.3% B 83.0 SR29 SR 29 Oil Well Road CR 29A South 2U D N 900 480 118 598 302 66.4% C 84.0 SR29 SR 29 CR 29A South 9th Street 4D D W 1,700 610 204 814 886 47.9% B 85.0 SR29 SR 29 9th Street CR 29A North 21J D S 900 660 93 753 147 83.7% D 86.0 SR29 SR 29 CR 29A North SR 82 21.1 D S 900 660 68 728 172 80.9% D 110.2 CR862 Vanderbilt Beach Road Goodlette-Frank Road Airport Road 4D/6D D E 2,500 1,860 61 1921 579 76.8% C 111.1 CR862 Vanderbilt Beach Road Airport Road Livingston Road 6D E E 3,000 2,840 4 2844 156 94.8% D 2024 2024 a F 0 n 77 n 0 3 N C rF 3 oa 0 0 3 N ID# Road# Link From To Exist Road Min Std Peak Dir Peak Hours Peak Dir Service Volume 2022 Peak Hour Peak Dir Volume Total Trip Bank 2022 Counts+ Trip Bank Volume 2022 Counts+ Trip Bank Remaining Capacity 2022 Counts+ Trip Bank V/C 2022 w/TB L 0 S Traffic Counts Year Expected Deficient Trip Bank Year Expected Deficient 111.2 CR862 Vanderbilt Beach Road Livingston Road Logan Blvd. 6D E E 3,000 2,580 126 2706 294 90.29/6 D 2026 2025 112.0 CR862 Vanderbilt Beach Road Logan Boulevard Collier Boulevard 6D E E 3,000 2,040 166 2206 794 73.5% C 118.0 Wilson Blvd Immokalee Road Golden Gate Boulevard 2U D S 900 410 77 487 413 54.1% B 119.0 CR858 oil Well Road Immokalee Road Everglades Boulevard 4D D E 2,200 1,170 528 1698 502 77.2% C 120.0 CR858 Oil Well Road Everglades Boulevard Desoto Boulevard 2U D E 1,100 540 231 771 329 70.1% C 121.1 Oil Well Road DeSoto Boulevard Oil Well Grade 2U D E 1,100 540 188 728 372 66.2% C 121.2 Oil Well Road Oil Well Grade Ave Maria Blvd 4D D E 2,000 450 177 627 1373 31.4% B 122.0 Oil Well Road Ave Maria Blvd SR 29 21.1 D E 800 210 177 387 413 48.49,. B 123.0 Golden Gate Boulevard Wilson Boulevard 18th Street NE/SE 4D D E 2,300 1,580 59 1639 661 71.3% C 123.1 Golden Gate Boulevard 18th Street NE/SE Everglades Boulevard 4D D E 2,300 1,580 5 1585 715 68.9% C 124.0 Golden Gate Boulevard Everglades Boulevard DeSoto Boulevard 2U D E 1,010 280 24 304 706 30.1% B 125.0 CR896 Pine Ridge Road Logan Boulevard Collier Boulevard 4D D E 2,400 1,660 67 1727 673 72.0% C 132.0 Randall Boulevard Immokalee Road Everglades Boulevard 21.1 D E 900 780 25 805 95 89.494 D 2028 133.0 Randall Boulevard Everglades Boulevard DeSoto Boulevard 21.1 D E 900 180 31 211 689 23.4% B 134.0 Everglades Boulevard 1-75 Golden Gate Blvd 21.1 D S 800 Soo 16 516 284 64.5% C 135.0 Everglades Boulevard Golden Gate Boulevard Oil Well Road 2U D N 800 420 147 567 233 70.9% C 136.0 Everglades Boulevard Oil Well Road Immokalee Road 21.1 D N Soo 690 5 695 105 86.9% D 2026 2026 137.0 DeSoto Boulevard 1-75 Golden Gate Boulevard 2U D S 800 180 0 180 620 22.5% B 138.0 DeSoto Boulevard Golden Gate Boulevard Oil Well Road 2U D 5 800 170 17 187 613 23.4% B 0 0 IF-- i iow c N _ C V1 U d - V v W N O �n _ - Ql d > i V of 0] O 3 F°— i V H N � W N C W .m+ Ul c ° r aci C U N L .0 L a a z heLn z z V o O O LD J W :5 z Z O cn V) idw Q N_ Q N C N Y U O � cn � N bA 'a � i 0 N�o� U o > U m° m a) � Y'N�m 'a N U O LL N = v 0 = E a E- N Z a LL a� U O O O Ln fV CZ O L m Ln N L (n o a; �mC� L m 'a O LL N cO G LU a% O Q- O O Ln to L a 2 rn Z a N O O d' C O U O 5 ra ro E Z u O L -_ M V N Z u p O O u � O p W v O ro V V1 cD +• N p M) E E c 0 V O Z o Z N u F- O Q) C) W lL W Z W Z m p d Q u N � o O I— C O d p N N Q� Q U o z Q c I N v ) L u u hA� w O=—w O Z 0 O a O O z > O ,�, O =zQOO N o O O� t " o z L O �- O CO U d' M N O U w EL-vwi H C cn p (O W C z w (6 '� O O Q O Q} E r O Q E w z �in ZJ O co cu O z z Q E C2 z LL �- N Z U a vi O �I H rA V �y �t om N N m � Ln omo m C o ..a O U a) O O y CL CL a O :3 aA U Ln O O (1) E n, Co C (1) v U4-1 x I ; E ~ C (n O W : +� Q a) o U- U Ln OLn++ Q I i cu C7 v (D O m F— LO >- (� Q + U .� O a7 E jA O E -6 C m _ m Q a) Ln i a) +' OM +O x W O u an O _ m � U 4= m F" ' v a) a M d O « X W U 0 a) +' c Q 0 a1 Ln C CL +, U V) O u i w O u i a) O U i a) O U L G) O E a) i Q Q X () n m X :6 a) U X aJ O_ X ;5- a) CL w X i5 a) a� ii X a) o S c E a a Q a a Q M a� a a' u Q a� E O E O > N U O a U > - a) O N LO Ln o a� Q 0 `� a Ln a� O > CO O O rCa ra +' +L a) p vi Q E Q i cn +N+ O> C O cn C fl- 0 L C CQ C .0 O N pp C a — Z QEL a Q N E m+- O C t N O L •- x tlD > _0_I-_-0 U C 3 3 Q v u Q o c v U C to U }, N U a) E "O u M- O C C 3 C Q. v- 4- Q- -B `n 0 c in O ,v O a) a) N a) C O vC- N U Q 7 -O C U = U N vi C i O O E� m _0 -p +�+ U U U ++ U U .0 uCA ?' 0 N C U O -O m -O > w+ C CT- U v'�- +�+ U w y- (� a t a) z ro w.^ a m icC C n 1— o O �O M a) > O U 0, �- "6>W > a) —J aIn - = o � m � O o cB > = a) — co -co O s C C O+ C C Q 3 O N to > O +-+ d (n a -O Q -a Q O .-i c.7 i0 co U '� O p co C° Q Q a) E cu N Q) U N +� TN — ccz W O Y "6 '6 '6 "6 "a "p O j, OD Y cNn ap cn C X a1 O O a) C a) O rt C7 co co ro co co C C7 U u U a) U U► a by Q J 2 E — E o -a a a a 6 o a 6 6 m `° `° c� m -o U m o a- "- o Cl) `° cCa m cCa >>>>> p a C °� m a m �+ U> .�y ,+A N -0 'O _0 "6 '6 m m m m m � n m � N N N 0 N N C N U Q. .= - >, +-' -O �'�",, � cn O Q U >>>>> 4) N 4) Ln N a) cv u 0 p O 'O O E O E N Q 4--- a) v yO.i O_ co COcc cc DOO a) > 3 v m E �^ m — O O O O O coo coo coo rho coo Y m m r a) (V �_ a) a) > C^,' d �_ a) U OL O O ca Ili U M O O w w w w w 0 Q a) U +� cr- C C C C C O r1 � `n o Q- ++ U +- • p.� C v1 Lon Lon in Lon a) a) a) a) 4J bA — C N V C 3 O Q o a) Q) v a) >>>>> E ca o o x m z V1 0 ca o o +� ca V O D D D D O w w w w w— U U w w w L w w_ +�-� ,c,- �� +c 0 Q) u U (3) W cu 'x •- Ql L Q! 4N L a Ln �- O W N a) a Ln Q) cu a) C C d 4J N ++ s I— m Q E u Z Go U, H 4-1 C .. 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F a 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 Im- Cost Inter- prove- ($Mil- Cost section ment lions) Source N S E W N S E W Sumi N S E W N S E W N S E W Total Immokalee Rd. at MIP $ 17.250 1 50.0 43.2 43.1 0 1000 3200 3500 7700 0.0% 13.0% 41.6% 45.5% 0.0% 0.0% 7.4% 0.0% $ - $- $ 0.528 $ - $ 0.528 Logan Blvd. Immokalee Rd. at 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% 0.0% 7.4% $ $- $ - $ 0.943 $ 0.943 Collier Blvd. Total $ 1.4710 Notes: 1) Major Intersection Improvement (MIP) estimate is 2045 LRTP estimate for Immokalee Road at Wilson Boulevard (Partially Funded Project Cost Estimates Table 6-3, #74). 2) Immokalee Road at Livingston Road Single Point Urban Interchange (SPUI) cost estimate, Immokalee Road Corridor Congestion Study, Jacobs, 2021. 3) Table 3. 4) Total Improvement Cost x Leg's Service Volume Fraction x Leg's Project Traffic Share of Added Capacity. as lD .P I N O .P N M z rD n r+ O 7 A O r+ D 0 r rt 7• oc rD u c fYa ei O aT+ N V O O C C = o a m m° m m m ° � a E =° 2 u 3 U I m yoE E00 E d ° ucal y o ai Ln 0 V) = > y O° p V LJyE> E LIa`mcn (L > C E J J n aO U r, O Ln E 7 " R a nu to al > ' a) i °°° c. 0 ° �m ° V c CLO o AUIR ID a E a E ; £ a V c # Roadway Link From To a o` a <a0 o a bD ° ° o a 00 17.0 Golden Gate Collier Wilson 4D 2300 6 2000 3020 1.510 3500 1200 18 1.5% 5.02 $42.871 $ 0.643 Boulevard Boulevard Boulevard 43.2 Immokalee Road Logan Collier 6D 3200 8 3020 4040 1.338 4300 1100 81 7.4% 1.94 $16.568 $ 1.470 Boulevard Boulevard 46.0 Immokalee Road Camp Keais SR 29 2U 900 4 880 2000 2.273 2000 1100 77 a 7.0% 2.98 $25.449 $ 1.781 Road 61.0 Camp Keais Oil Well Road Pope John Paul 2U 1000 4 880 2000 2.273 2300 1300 81 a 6.2/a 2.67 $22.802 $ 1.421 II Boulevard 122.0 Oil Well Road Ave Maria Camp Keais 2U 800 4 880 2000 2.273 1800 1000 33 a 3.3/0 1.00 $ 8.540 $ 0.282 Blvd Road 135.0 Everglades Randall Oil Well Road 4D 1800 6 2000 3020 1.510 2700 900 455 a 50.6/a 1.05 $ 8.967 $ 4.533 Boulevard Boulevard 135.0 Everglades Beach Road 18th Ave NE 4D 1800 6 2000 3020 1.51 2700 900 554 a 61.6% 0.88 $ 7.473 $ 4.600 Boulevard 135.0 Everglades Golden Gate Vanderbilt 4D 1800 6 2000 3020 1.51 2700 900 368 40.9% 1,39 $11.828 $ 4.836 Boulevard Boulevard Beach Road Ext. 138.0 DeSoto 18th Ave NE Randall 2U 800 4 880 2000 2.27 1800 1000 242 24.2% 1.00 $ 8.540 $ 2.067 Boulevard Boulevard Total Proportionate Share ($Millions) $21.634 Notes: 1) 2022 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. 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A cLo O �" �" �, O. c O o a O Q. a o m 2 ~ n m y ~ o ° v ar o f a v u v u c ar E AUIR ID E W o c 0 ~O Q. Y i o ° -°a ° o-0 o_ tEn `+�° ° o # Roadway Link From To J o E a' o a' ^ a p o Q a 17.0 Golden Gate Collier Wilson 4D 2300 6 2000 3020 1.510 3500 1200 10 0.8% 5.02 $42.871 $ 0.357 Boulevard Boulevard Boulevard Total Proportionate Share ($Millions) $ 0.357 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 0 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. N M V I N 0 N V O n. a4 (o z rt n 0 LA D_ 0 v 0 z cu E W a) a) LL U m a n N O N I 00 al m H O O 1 O 1 1 1 O U") O Ln w + u G7 O > Q r O 00 ! rl {- 00 O v E rn w m w LL Ln r LL L N W O N _v, LL U Q O O O O O O U C O O O0 O OLn 0 0 a Q. O 0) O LnI- O ':I, 00 J Q �_ W O Q1 M 00 Lq ❑. 00 w m O Q O v z w U � � � � � 0 V) w C 6 6 O a Ln H N Ln h U U N N O Ln O O a) 00 00 Ln O ni r I N O m Ln r-I L i 2 w Lu YV) LL- N LL w i 4- ^ `n 0 Y W n (6 Ln O U w o H _0 o J g Y C t a co,, U + _ U U 2 o = O O ai O N NO a) a) • U „° mLL. w2 v L E UE -OC on O > E E U O Oca in Q 0 C w a u o � v Y > T N 7 2 O O v O. @ C O 7 'a 4 `o ,., _ - v E o ° u u o > z V H 2° Y > E > u1 p m V) O i v) O ,°. u .y E 1 c d. p C N L y u_ O N O o O 00 > y T N _ T V L v w E c G c > O > C O d h M O -° m W > 2 W V - 0 V CO E O AUIR ID ' E F-E O n o ' E a •° w w o° oVL E co a o # Roadway Link From To j j 'p a` Z DEcc D a ° ° a` O I. 17.0 Golden Gate Collier Boulevard Wilson 4D 2300 6 2000 3020 1.510 3500 1200 358 29.8% 5.02 $42.871 $12.790 Boulevard Boulevard 31.1 Collier Boulevard Golden GateBoulevard Pine Ridge Road 6D 3000 8 3020 4040 1.338 4000 1000 276 27.6% 1.14 $ 9.736 $ 2.687 31.2 Collier Boulevard Pine Ridge Road Green Boulevard 6D 3000 8 3020 4040 1.338 4000 1000 129 12.9% 0.88 $ 7.S15 $ 0.969 42.2 Immokalee Road Livingston Road 1-75 6 p/8 3500 8 3020 4040 1,338 4700 1200 66 5.5% 0.71 $ 6,063 $ 0.333 68.0 Pine Ridge Road 1-75 Logan Boulevard 6D 2800 8 3020 4040 1.338 3700 900 15 1.7% 1.13 $ 9.650 $ 0.161 122.0 Oil Well Road Ave Maria Blvd Camp Keais Road 2U 800 4 880 2000 2.273 1800 1000 58 5.8% 1.00 $ 8.540 $ 0.495 123.1 Golden Gate 18th Street NE/SE Everglades 4D 2300 6 2000 3020 1.51 3500 1200 128 10.7% 1.58 $13.493 $ 1.439 Boulevard Boulevard 135.0 Everglades Boulevard Randall Boulevard Oil Well Road 2U 800 4 880 2000 2.27 1800 1000 82 8.2% 1.05 $ 8.967 $ 0.735 135.0 Everglades Boulevard Golden Gate Vanderbilt Beach 2U 800 4 880 2000 2.27 1800 1000 148 14.8% 1.39 $11.828 $ 1.751 Boulevard Road Ext. 136.0 Everglades Boulevard Oil Well Road Immokalee Road 2U 800 4 880 2000 2.27 1800 1000 38 3.8% 5.00 $42.700 $ 1.623 Total Proportionate Share ($Millions) $22.984 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 ($3.5M constuction + 11% Design + 11% CEI). 8) Project Traffic share of added capacity x Total Improvement Cost. --I m rD CD I N O W N O v N rD vo 3 rD 3 n O D 0 c� a� O� Improve- Peak Hour Peak Direction Service Volume Fraction of Project Traffic Share of Added AUIR ID# Service Volume Intersection Total Capacity (5) Proportionate Share ($ Millions) (6) ment Im- Cost Inter- prove- ($Mil- Cost section 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 SPUI $ 38.000 2 51.0 52.0 42.2 42.1 3000 3100 3500 3100 12700 23.6% 24.4% 27.691, 24.4% 0.0916 0.0% 5.5% 0.0% $ $ - $ 0.576 $ - $ 0.576 Livingston Rd. Immokalee DDI $ 9.000 3 43.1 42.2 5790 5780 3500 3500 18560 31.1% 31.1% 18.9% 18.9% 0.0% 0.0% 0.0% 5.5% $ $ - $ - $ 0.093 $ 0.093 Rd. at1-75 Collier Blvd. at Golden MIP $ 17.250 1 30.2 31.1 17.0 3000 3000 2300 0 8300 36.1% 36.1% 27.7% 0.0% 0.0% 27.6% 29.8% 0.0% $ $ 1.721 $ 1.426 $ - $ 3.147 Gate Blvd. Collier Blvd. at Pine MIP $ 17.250 1 31.1 31.2 125.0 3000 3000 0 2400 8400 35.7% 35.7% 0.0% 28.6% 27.6% 12.9% 0.0% 0.0% $ 1.700 $ 0.795 $ - $ - $ 2.495 Ridge Rd. Collier Blvd. at Green MIP $ 17.250 1 31.2 32.1 27.0 3000 2300 0 900 6200 48.4% 37.1% 0.0% 14.5% 12.9% 0.0% 0.0% 0.0% $ 1.077 $ - $ - $ 5 1.077 Blvd. Pine Ridge DDI $ 8.800 4 68.0 67.2 5780 5780 2800 3900 18260 31.7% 31.7% 15.3% 21.4% 0.0% 0.0% 1.7% 0.0% $ - $ $ 0.022 $ - $ 0.022 Rd. at I-75 Pine Ridge Rd. at Logan MIP $ 17.250 1 48.0 49.0 125.0 68.0 1000 1900 L2400 2800 8100 12.3% 23.5% 29.6% 34.6% 0.0% 0.0% 0.0% 1.7% $ - $ $ $ 0.099 $ 0.099 Blvd. 1 Total $ 7.510 Notes: 1) Major Intersection Improvement (MIP) estimate is 2045 LRTP estimate for Immokalee Road at Wilson Boulevard (Partially Funded Project Cost Estimates Table 6-3, #74). 2) Immokalee Road at Livingston Road Single Point Urban Interchange (SPUI) cost estimate, Immokalee Road Corridor Congestion Study, Jacobs, 2021. 3) Immokalee Rd. at 1-75 DDI improvement cost estimate, Immokalee Road Corridor Congestion Study, Jacobs, 2021. 4) Pine Ridge Rd. at 1-75 DDI improvement cost estimate, Pine Ridge Road Corridor Congestion Study, Stantec, 2018. 5) Table 9. 6) Total Improvement Cost x Leg's Service Volume Fraction x Leg's Project Traffic Share of Added Capacity. m ` C C C O c iF G = O o c W ° o'c U m U ° v r W E_ ° 0 c U , N H 2 o N > 0 p 0 to U p H C Y u '` E > .M.. c a U p C m .0 Q �+ W u a O W c a m O •O W > O O U n •o > W O Vf W 8. E Y •D H u u m -1 °• U u t Da �W W > v7 W N > N to > J o n W a a N> a £ W O, m i U w ` v c J y0 N n C 4 W o 4 n W c a~ m E m o F c O o c W c u v W c o c W c E o _ +. o AUIR ID E E v a o O O E `o 2 E n� c v v 2 Q o w u o m E a c a o # Roadway Link From To > j o a Z o o e� o a a 0 17.0 Golden Gate Collier Wilson 4D 2300 6 2000 3020 1.510 3500 1200 358 29.8% 5.02 $42.871 $12.790 Boulevard Boulevard Boulevard 31.1 Collier Golden Gate Pine Ridge Road 6D 3000 8 3020 4040 1.338 4000 1000 276 27.6% 1.14 $ 9.736 Boulevard Boulevard $ 6.719 31.2 Collier Pine Ridge Green 6D 3000 8 3020 4040 1.338 4000 1000 129 12.9% 0.88 $ 7.515 Boulevard Road Boulevard 42.2 Immokalee Livingston 175 6D/8 3500 8 3020 4040 1.338 4700 1200 66 5.5% 0.71 $ 6.063 $ 0.669 Road Road D 68.0 Pine Ridge 175 Logan 6D 2800 8 3020 4040 1.338 3700 900 15 o 1.7/ 1.13 $ 9.650 $ 0.122 Road Boulevard 122.0 Oil Well Road Ave Maria Camp Keais 2U 800 4 880 2000 2.273 1800 1000 58 5.8% 1.00 $ 8.540 $ 0.495 Blvd Road 123.1 Golden Gate 18th Street Everglades 4D 2300 6 2000 3020 1.51 3500 1200 128 10.7% 1.58 $13.493 $ 1.439 Boulevard NE/SE Boulevard 135.0 Everglades Randall Oil Well Road 2U 800 4 880 2000 2.27 1800 1000 82 8.2% 1.05 $ 8.967 $ 0.735 Boulevard Boulevard 135.0 Everglades Golden Gate Vanderbilt 2U 800 4 880 2000 2.27 1800 1000 148 o 14.8/ 1.39 $11.828 $ 1.751 Boulevard Boulevard Beach Road Ext. 136.0 Everglades Oil Well Road Immokalee 2U 800 4 880 2000 2.27 1800 1000 38 3.8% 5.00 $42.700 $ 1.623 Boulevard Road Total Proportionate Share ($Millions) $26.343 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. a� m E Ln W G! LL V f6 CL E N M O N N r-I GJ f0 O O I M n lD O LD u l0 LO Q1 C) O O m C p p 00 P- O O 00 F- E O 00 W I� N I\ r-I Ln LO Ln Ln Qi r-i U w LL _ ..6 LL l0 m r I Lf W O vL V-, i/? i/? i/} t/} w LL Q O O O O O O O O O S? O O Ln r- Ln O 'd' 00 O a) Ln J Q06t�m °° M p Q o v z LU V) w C 7 N N N V1 I/7 U U N N 0 00 O lO O M 00 00 CDON N Lr: r-I I� W O O N N a p O O O M in c-I N cV N L M r U w w O LL W v w Ln Ln .I O U w LL a� v 1 cn O O 34 y O Q L w N U +� f0 U U O of O O C \ vEF w CO Y > v >. " W 7 > O G. C :� O •' 1 N E c t"a O Q N m o ° EAf E ''r, Q o `v W of O o O E L U 3 U O> N E h ° 7 V W H = Y > N p m H w~ o h 3 +' U '> > V tea.. ^ p E C N m L c� y L 'S O W Q ° O p O J c > `y o w O Q >, of >. U z V U yL, to W V H w n n O C) V E ; £ m c J > O a v O .M^.. s Q ca Q F m v F „ N Q c U Q Q ;° o a ~ Q ~ o °° o f ° u z u o AUIR ID E I o E O O Q£ c° o° L m m +° ° o # Roadway Link From To j j p Q Z E j a ° a` a �` °1 = a = 17.0 Golden Gate Collier Boulevard Wilson 4D 2300 6 2000 3020 1.510 3500 1200 65 5.4% 5.02 $42.871 $ 2.322 Boulevard Boulevard 31.1 Collier Boulevard Golden Gate Ridge Road 6D 3000 8 3020 4040 1.338 4000 1000 146 14.6% 1.14 $ 9.736 $ 1.421 BoulevardPine 31.2 Collier Boulevard Pine Ridge Road Green Boulevard 6D 3000 8 3020 4040 1.338 4000 1000 115 11.5% 0.88 $ 7.515 $ 0.864 138.0 DeSoto Boulevard 18th Ave NE Randall 21J 800 4 880 2000 2.273 1800 1000 68 6.8% 1.00 $ 8.540 $ 0.581 Boulevard Total Proportionate Share ($Millions) $ 5.189 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 M 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 ($3.5M constuction + 11% Design + 11% CEI). 8) Project Traffic share of added capacity x Total Improvement Cost. Peak Hour Peak Direction Service Volume Fraction of Project Traffic Share of Added Improve- AUIR ID# Service Volume Intersection Total Capacity (2) Proportionate Share ($ Millions) (3) ment Im- Cost Inter- prove- ($Mil- Cost section 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 Collier Blvd. at Golden MIP $ 17.250 1 30.2 31.1 17.0 3000 3000 2300 0 8300 36.1% 36.1% 27.7% 0.0% 0.0% 14.6% 5.4% 0.0% $ - $ 0.910 $ 0.259 $ $ 1.169 Gate Blvd. Collier Blvd. at Pine MIP $ 17.250 1 31.1 31.2 125.0 3000 3000 0 2400 8400 35.7% 35.7% 0.0% 28.6% 14.6% 11.5% 0.0% 0.0% $ 0.899 $ 0.708 $ - $ $ 1.608 Ridge Rd. Collier Blvd. at Green MIP $ 17.250 1 31.2 32.1 27.0 3000 2300 0 900 6200 48.4% 37.1% 0.0% 14.5% 11.5% 0.0% 0.0% 0.0% $ 0.960 $ - $ $ - $ 0.960 Blvd. Total $ 3.737 Notes: 1) Major Intersection Improvement (MIP) estimate is 2045 LRTP estimate for Immokalee Road at Wilson Boulevard (Partially Funded Project Cost Estimates Table 6-3, #74). 2) Table 13. 3) Total Improvement Cost x Leg's Service Volume Fraction x Leg's Project Traffic Share of Added Capacity. V Y m T 2 Y T V Y aJ p C 0 ° 0 �I a yC •� i •� C _3 2 I_ {j Q Y aUJ L G 3 C d a D w U6 n. M U n p C 4J H j N Q U +i O E in O tw p> - W .� E C V N Cp •E C aJ co VNl > 0 Ln U In C � > � U � aJ L Ln U 0.07 `> a v 'o vi `c. E u a o d v °J a a y E w o aj y a s E 2 M M w cu 0 co o > AUIR ID CpV) . y J 0 .0 O a) c t J ai E EO. C : ta o # Roadway Link From To O az 0 0° U_ z M a V) a o cc a LL cn i/1• a -- 17.0 Golden Gate Collier Wilson 4D 2300 6 2000 3020 1.510 3500 1200 65 5.4% 5.02 $42.871 $ 2.322 Boulevard Boulevard Boulevard 31.1 Collier Golden Gate pine Ridge Road 6D 3000 8 3020 4040 1.338 4000 1000 146 14.6% 1.14 $ 9.736 Boulevard Boulevard $ 3.737 31.2 Collier Pine Ridge Green 6D 3000 8 3020 4040 1.338 4000 1000 115 11.5% 0.88 $ 7.515 Boulevard Road Boulevard 138.0 Desoto 18th Ave NE Randall 2U 800 4 880 2000 2.273 1800 1000 68 6.8% 1.00 $ 8.540 $ 0.581 Boulevard Boulevard Total Proportionate Share ($Millions) $ 6.640 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. a� s M 0 aJ a. V) 3 v a.. rD ro n rr O 3 n 0 D 0 v o' w a E LU w aJ LL Y U c0 CL E n m 0 N LO r-I (0 F- O O N cI O N um M Ln O cn > Q- cn d' n of co Ln Ln o Ln m E m m 00 Ln 00 l0 n w LL r-i 06 n LL w O cn w Q u O o O O O O� O O O O� O Q O O r- 0 C 00 J a E O 001 I� lD d Q 00 °° m a O ¢ f6 ° H z �° � t/� ch th t/� t/� t/? w 0 Ul w 7 H N Ln Ln H cr U N N N t- o lD �o lD O a! dl 00 Ln N o0 00 O O' N Ln N 00 r- 00 00 O m cn o Ln Ln � L M u ro LU Y ,} O LL w Ln Y O of Y A N w `^ 1 _ Ln O O _ fB U w LLLL V O Y a) t ¢ a) tko J U @ C Ln c— N O _ N a) a) O N C C a, CO @ N U N U f0 LL .Q m LL C a) a) a) 'i w M a, -a L E E E N U s _ O O 0 O O S �0 ON � i�f ¢ 0 U U U COLLIER COUNTY P=ENT7ALRIAPAGT FEES EFFECTIVE MARCH 30, 2022 Phase 4 Road Changes LA.NDUSE COMMUNITY PARKS REGIONAL PARRS ROADS EMS SCHOOLS GOVERNMENT BUILDINGS LIURAR1E5 LAW ENFORCEMENT JAIL SUBTOTAL WATER' SEW& TOTALPERUNIT WITHOUT FIRE` Assisted Living Facility* $455,20 $11230.24 $886.00 $79.27 $0.00 $525.81 $145.83 $340.34 $231.67 $3,894.36 S3,382.W $3,M4.00 $10,590.36 Mobile Home(in Mobile Home Park) $716.28 $2,145.29 S3,576.0) $113,81 $7,238.45 S748.50 $270Al $457.20 $397.15 $15,66279 $3,382.00 $3,314.00 S22,353.79 Mobile Home(Not in Mobile Home Park)*'. $716.28 $2,145.29 S8,090.00 $11381 $7,23845 $748.50 $Z70. 11 $457.20 $391715 $20,17679 $3,382.00 $3,314.00 S26,872.W Multi -Family Housing (Low -Rise, 1-2 floors)- $455,20 $1,230. 24 $6,950.00 $67.50 $2,84419 $443,94 $15978 $29656 $Z28.91 $12,676.32 $3,382.00 $3,314.00 $19,372.32 Multi-Farnly Housing (Mid -Rise, 3-10 floors)*a* $455020 $13230.24 $5,174.00 $67.50 SZ,844.19 $443.94 $159.78 $296.56 $228.91 1 $10,900.32 $3,382.00 $3,314.00 $17,596.32 Multi -Family Housing (High-Rise,>10 floors)*** $455.20 $1,230.24 $4,230.00 $67.50 $2,844.19 $443.94 $159.78 SZ96.56 $228.91 $9,956.32 $3,382.00 $3,314.00 $16,652.32 Mid -Rise Restdetial w/1 st Floor Commercial $455.20 $1,230.24 $3,265,00 $67.50 $2,844.19 $443094 $159978 $29656 $228.91 $8,991,32 S3,382.00 $3,314.00 $15,687.32 High -Rise, Residential w/Ist Floor Commercial(>10 floors) $455.20 $1,230.24 $1,903.00 $67.50 $2,844.19 $443.94 $159.78 $296.56 $228.91 S7,6Z9.32 S3,382.00 $3,314.00 $14,325.32 RetQenent Corrmuri (Condoft ITISFAHeched) $455.20 $1,230.24 $2,018,00 562.01 $2,844,19 S407.81 $145.83 $265.67 $215.12 $7,644.07 $3,382.00 $3,314.00 $14,340.07 Retirenelt Conram (SF Detached<4000 s f) $933.83 $2,694.32 $3,543.00 $62,01 S8,789.54 S407.81 $145+83 S265.67 $215+12 $17,057.13 S3,382.00 $3,314.00 $23,753.13 RV Park(Parks,Sdhools and Libraries only on Tie -Down) $7160Z8 $2,145.29 $1,38300 $39.25 S7,23845 S260.30 $270.11 $156.12 $137.90 $12,346.70 S3,382.00 $3,314.00 $19,042.M Sin le .. tily Adddion/R la ed. Original I- than 4000 sq. ft. lwmg area Change to 4000+s. It $133.89 $386.35 $177400 $17.26 $0.00 $113.57 $40.58 S74.14 $71.71 $2611,50 $0.00 $0.00 S2611.50 Stnle Famil D tadhed <40W Sq. R. Living $933.83 $2 694.32 $8 090.00 $142.07 $8789.54 $934.34 $336.05 $586.95 $499.19 $23 006,29 S3 382.00 $3 314.00 $29 702.29 Si le Famil Ddached4000+S.R-Liv SI,067.72 $3080.67 $9,864.00 $159.33 $8789.54 $]047.91 $376.63 $661.09 $570.90 .1617.79 $3382.00 $3314.00 S32313.79 •Rendsale isspe, beds ale, sU alhrs v e pn- •'Rosdrer urd is fen Sngls-Family DeUrhed<4000 sq ft •"Pb Neb•Gad Hl•b-ArCad Dobr aM '%,ad-Fawas H-ktv-._ *"Sivk Fawrla AXaebed aniDmkrrMbe erased MubiFswar rLer.Rlwl asd Csrdear016e crewed the selka b awbee sffbeta %ate wed wfm nddduellymrered 0 to 4,999 agave foal living epee and m 11, tbmfnv line's. Mena Mers aU.lisrd bdm. Plrss mslarl FQ ramar ifgre W e dhm4,999 sq ft. es foe t1illt, •fob does mt ndude Fire lmgrPees. Seessbs bete, depsedi gupon Pia Dusna 'Assam,. no d,u inmcly- WATER & WASTE WATER (SEWER) IMPACT FEES - MULTI -FAMILY MASTER METERED Living Space (SQ.FT.) Easis nCFee ERC Fatter Water Fee Wastewater Fee O TO 750 Per Unit 0.33 $1,116 $1,093 751 TO 1,500 Per Unit 0.67 $2,265 S2,220 1,501 OR MORE Per Unit 1 $3,382 $3,314 Mebr asd C.- C-otiss Ceatn] llerire T4-m- 1^Mebr 1.I/3"Herr 1"Hobe IvhIhXsa Chan With Service Line $1,580 $1,693 $2,323 $2,677 Without Service Line (Drop -In or Hang) $584 $693 $1,171 $1,476 FIRE IMPACT FEES NORTH DOMKALEE FIRE OCHOFEE FIRE COLLIERFIRE GREATER (4,000 Sq. Ft. (4,000 Sq. Ft. 01/0112021 NAPLES FIRE Maximum) Maximum) Use Per Unit (Living Per Sq Ft Under Per Sq Ft. Under Roof Per Sq. Ft. Under Roof Area) Roof Single -Family $476.00 $0.22 $1.11 $0.60 14.000 Sq. Ft. Single -Family $833.00 $0.22 $1.11 $0.60 4,000 Sq. Ft + Mt4ti-Fanuly $357.00 W.22 $1.11 (Apt/Condo) Mobile Home7RV $187.00 $0.22 CITY OF NAPLES AND CITY OF MARCO ISLAND: Collier County Community Parks, Law Enforcement, Fire, Water and Sewer we not assessed. Check with the City for their impact fees. CITY OF EVERGLADES: Collier County Community Parks, Road, Water and Server are not assessed. COLLIER COUNTY COMMERCIAL IMPACT FEES EFFECTIVE MARCH 30, 2022 Phase 4 Road Changes USE EMS GUVI LDING S �T BUILDINGSLAND JAI I{NI'LAINURCIit,4-wI' ROAD TOTAL (ROUNDED) WATER, IVASTF.WATF.R AND FIRE NOT INCLUDED (See Page 3) Nursin !Some $8241 $5.16.63 $248.22 $327.85 $1276.00 52,481.11 Per Office 6,000 sq, It. or less $0.07819 $0.52060 $0.27580 $0.31224 $8.60500 $9.79 Per Square Foot Office 6,001-100,000 sq. tL 50.09340 $0.61951 50.32820 $0.37157 SS.60500 510.02 Per Square Foot Office 1W,001-2W,0Wsq. 11. $0.07927 $0.52581 50.27856 $0.31536 $8.60500 $9.80 Per Square Foot Office ZKWIAW,000 sq. 11. $0.06672 $0.44251 50.23143 $0.26540 $8.60500 $9.61 Per Square Foot Office Greater than 400.000 sq. 1 $0.06044 $0.40086 50.21236 $0.24042 S8.60500 59.52 Per Square Foot office - Medical 10,000 sf. or less $0.OWIS $0.59318 $0.31.1-11 $0.35595 $21.95500 $23.31 Per Square Foot Otlice-Medical >10'W0sq. it 50.13029 SO.W20 50.45783 SO.5t832 531.44400 533.41 Per Square Foot Pharmacy/Drug Store 50.15381 $1.02038 50.54056 50.61199 $12.618W 514.94 Per Square Foot Quick Imbe $91.05 $603.90 5319.93 $362.20 $1219&00 $13,575.08 Per Mn' Restaurant - fast rood w/Drive- Tlw SO.69856 $4,63331 $2.•15460 52.77894 S10t.27200 S114.84 Per Square root Rc Imvant - High Timraver- $21.19 $140.56 $74.46 $84.30 $1,814.00 $2,134.51 Pa Scat Restaurant - Low Turnover-* $17.27 $114.53 $60.68 568.69 $1,163.00 $1,424.17 Per Seat Restaurant - Fast Casual44 50,69856 $4.63334 52.45460 52.778'ht 568.10700 578.67 Per Square Foot Restaurant - Fast Food w/Drive- Tluu (2 meals) $0.69556 54.63334 52.45460 S177894 595.76200 5106.33 Per Square Foot Retail 6,O00 Sq. Ft. or Less $0.19230 $1.27547 $0.67571 $0.76499 $5.73700 $8.65 Per Square root Rdail6,001-25,WOSq. Ft. $0,19230 $1.27547 $0.67571 $0.76499 $10.56800 $13.48 Per SgmmreFoot Rdail25,001-50,000Sq. FL $0.19230 $117347 $0.67571 $0.76499 $13.7740t1 SUL68 PaSquare Foot Retail 50,001-100,OWSq. FL $0.19230 $1.27547 $0.67846 $0.76499 $13.77400 516.69 Per Square Foot Rdail 100,001.150,00O S . Ft. $0.19230 $1.27547 $0.0-055 $0.76499 $13.77400 $16.63 Per Square Foot RdIiil150,001.2W,W0Sc.FL $0.19759 $1.24423 50.75845 $0,74625 $13.774W $16.71 Po- Square Fot Retail 2W,W1-4W,OOOSq. FL 50.18367 SL21820 $0.64536 50.73064 $13.77400 516.55 Per Square Foot Retail JOO,001.6W,WOSq. Ft. $0,18210 $120779 $O.67295 $0.72440 $13.77-100 $16.56 Per Square Foot Rdmi1600001.1,0W,WOSq. FL $0.17032 $1.12970 $0.6674:1 $0.67756 $13,77400 $16.42 PaSquare Pool Retail >1,000,OOOSq. Fie $0.16404 $1.08805 50.57642 50.65258 $13.77400 51626 Per Square Foot School - Elementary (Private) 51.71 $31.24 $16.55 $18.73 $813.00 5886.23 Per Student School - Middle (Private) 55.49 S36.44 $19.31 $21.86 5921.00 $1.004.10 IV Studmt School - High School (Private) 56.28 941.65 52207 $24.98 5983.00 51,077.98 Per Student Supermarket- $0.16090 $1.06723 $0.36539 $0.64009 $22.56900 $25,00 Per Square Foot Tire Store $105.18 $697.60 5369.57 $418.10 $9,31&00 $10,908.75 Perli !Warehouse 50.02198 $0.14577 $0.07,722 $0,08743 SI.59900 51.93 Per Square Foot Fees for Convenience Store w/Gas are determined by different aiterla. Remember to Include ALL fees when calculating "If In a shopping center, or If on an outparcei of a shopping center, use Retail land use. CITY OF NAPLES AND CITY OF MARCO ISLAND: Collier County Law Enforcement, Fire, Water and Sewer are not assessed. ChccL- nZth the City kv their impact fees. CITY OF F.VF.RGI.ADES: Collier County Road, Water and Sewer are not aasesscd. Table 6-3. Collier MPO 2045 LRTP Cost Feasible Plan Projects - Partially Funded Projects (FY2026-FY2045) (in millions $) Pb.P WlMM: Piw P.rbd 2c ►-P.HdS: 0M Prod d: AROW,nd mL-m15 202"020 2ofldefs loth-tas Cnwk OA MIMG WD TwdCOR TOO ►ml.a Tflfund6v 202" 5 µP [.N m2S-lS (YDES T.taI SIS iwd4+R 10 it TdR Lk t6.m LhnRvl. O.rad Im POC2019 YOC PRLJ'.tIG ROW CST ME-02G �Ow CST MANG IIOW CST PWING ROW M ."-SM C.ks S.- Pldl0m PRCBM 1 m6114RJJW.) Thr Lords Way yw' eNdN 2ian, Rued $3731 SS1:00 $9,00 $9,00 U1unry 601291 UpaM bl, W d IgCypress Pkwy V,Werhllt Belch II Well Rd 511.7d $ll.7d Leunry 5 lew 2A+ne Road $17.31 _ m W. Upandahle to 1- _ S2.00 52.00 munry 3:1 -.4.1-RdICRSd6) Carp CNss Rd E-K A.e Urthtt Study 52.00 tm, r A Iimmobalr. d Pl+nnlnp5ntlr) 33 de/eafueRlErt. 5R 82 W..I0u9L 4im1 L-Plod $6039 S15. 11 515211 munry 41A ..a Jf OWJ Oro+M 1.m ,ha Rd lelmare lnirsenlnn S15A6 WS, $9A6 $0.46 $am OA 601471 mM'+'nr✓<m' pau SS "R>N lnwltdbl NriAn PdllnB Rd Sanu Ml6+rn M'N •lldm lrOm 4lann jdD,i6 SS583 $9.95 S4558 OA to 6ianM CO-1V 628 andn011r l+e.ch ME+L E-gladn 09vd 016tVpI., Oft 2i,n.Boad $4147 524A6 $24.46 &pandahl. W d 69 -Rhdn Blvd OIIWelIMICR ImmaalmAd IdMlmdldnM 572.75 $8.12 Sf.12 M..,v $59 7M RniOhEli! __. _ Wllson Blvd nldr lntnstttl0n S1TX 56.60 56.60 $0m OA Pp; mparmerd 93 -6 1-Rd 43rd A-M." nnh of d7theAve"fl Idmf-2idnes $0.79 SLN S1.74 rwrnry Hollow Bluth ndlann 94 ..IMIb"Blvd Imr take Rd lmm Wa Rd kwdldlle RO+d S23A1 Sala WO C my 9l andubill Beach Rd NYIn2s10n Rd IWrfnmrsrtl5n 521.50 $2A0 $2.40 County rdprnsemmt 102 5d115R 9B)(TaMam1 VaMrE7it Rath alorlMMtMicn $2S0 50.W 54,90 SOAO OA tall Fl R9 mWorim'mt _ __ _ 103 r5 41 ISR 90I(V-4-I Pi -Mr. Rd +a)orinttlsectir+l 62.50 54.90 $4.90 $0.00 OA dV) mPrrNtmM? 1R4 LIS 411SR 901(1aml,ml Galden Gar, Pkw'y ta)or lnlrsxtinn $3.So '- SGw $4A0 51.00 SO110 OA mill) I44645111 mprcvm�enf N-. _ Purdah furdadfcrcumimdon _PRE ENGinpWdos P0&Eard DvW.0 I^JPrpwnt D-VC-t _RW..I•WW, _COrslnlctbn YOE Y-f Em"Aw Collier MPO 2045 Long Range Transportation Plan 6-9 Chapter 6 Cost Feasible Plan 3 ti to a, Y (p C 'O ui > v C O OL C O C 0 cu c 6 > �7 C C .O VV 7 E � O V O L L (U 0 C 4- O O O 1C Y CVC Y C L O N O O � v_ CV Y O 0 f0 rL+ ~ C C O O O 3 U V rra N l) O ru U cp C ..0 4- C LL. m o a E .. N tail X O Y W m O E o vN N O m w 3 N rn N L y� v E 0 O V N C a o cui 0 C M CEL ` 0 m Ln V n C) t�D o O N C I —UN Q C m O U N C O W O 1.- U O 00 ! Lq O O Ln �i C C C m O m O 0 O w O C N O L ++ kn CI a+ C o > s c O o m m C y O N (UU O i 0 J C a > y v C > m c GJ 4-1 C Y :3 Q7 m 0 D J76 Y O •> 0 m o f''J � O E J _1 ~ n. (U E E E O 'II p m '0 S m 'C C `° t m L > o .i m m "0 m O •U ,� O C m -a p 0 vYi N > m O > u C Y W p C v C O N v N 1 w 0 �1 '6 'B O .W, 1 vYi m C Y d O .D Y> 0 m N 0 E rn _ m m o t o E 3 E m i m y m J Nm Orz m j _0 .1ru v 'C > m O J y N J J i 'G C O Y 'C N y 0 ~ m > m V m m C C)0 u a 3 t 0 0 m+ C v O Y c c to m O LV m 01 +Ln m ° o `m E o V a, > > E > o n t Q° fO ? 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L. y ca CD U) m El O N \ O H O m co O O O a) H O N �4 a � a C �1 cc O a a ai a E CD m N Z � v � aL c� m Z co O a) O w c c CD R' O c cn o O z o U) — a) a) in LLLJ 3 (n �y--0 .0 L) 0 c J m(Z cz U) a- g ,5 uJ o o � m Q a,- U � cn O 2 H tn m O U- I ri H i rn i-n E w m a) 3 o �A 00 rl O �4 ri O Q 0 > 3 o �, H a ,� E F 3 44 0 H N m o C H 4-4 O U U U C �11 r 0 �1 aj 3 rd > �I a U y Qu� r 4-) i- ) -ri W � G H (Q V I 4- 0 d -ri iI� U o� 4-1 x M 4 3 y w( U U)N O 4A 5' ri O x y a) �-I y corl -1 O U2 U) 3 U rd m (d U1 P; 3 0 p O CS1 ri F O r-i m Li a) 3 O 41 O O in 3' rd r WCL p r�l a > r I V U2 rUi p L ai Q m ++ r�l O a� a U U -r i Q) 0 0 N 0 N O N rG N N y ri O ¢I ) O 7 U a) 0 O O m Q) u a a a' zS tL a 3 �.0 � = W W m Y �' E o U LU � 0 '' o �+ x CD H ri �> > O m 0 0 C - =� O y0 0 p O l 1 v rdcUC co N o E� E M m = 41 w cn FC Q `O O O O �--� N O N i L� �7 w O O h N w w A a �t !� row- bm _101 .. I -.a � ,'4 T low 44 IFJ MmmTA I c-- I4 a d' �--I O N i � O a U� W � W a O � O U � A w W O � O z � O O � N a o� [-� � M�1 O �--� O O N w N [-� � � Z w N � � a � Q � � N N ALL LIGHT SHOULD HAVE A CLEAR PURPOSE USEFUL Before installing or replacing a light, determine if light is needed. Consider how the use of light will impact the area, including wildlife and the environment. Consider using reflective paints or self -luminous markers for signs, curbs, and steps to reduce the need for permanently installed outdoor lighting. LIGHT SHOULD BE DIRECTED ONLY TO WHERE NEEDED TARGETED(? + Use shielding and careful aiming to target the direction of the light beam so that it points downward and does not spill beyond where it is needed. LOW LIGHT LIGHT SHOULD BE NO BRIGHTER THAN NECESSARY LEVELS O Use the lowest light level required. Be mindful of surface conditions as some surfaces may reflect more light into the night sky than intended. LIGHT SHOULD BE USED ONLY WHEN IT IS USEFUL CONTROLLED Use controls such as timers or motion detectors to ensure that light is available when it is needed, dimmed when possible, and turned off when not needed. USE WARMER COLOR LIGHTS WHERE POSSIBLE COLOR Limit the amount of shorter wavelength (blue -violet) light to the least amount needed. 01 r--1 O O O �--� N O N i a a � a a � � � a �a � o � � �a w 0 z 0 zo H C O .w u 6) in O vNi c N- N L " c = O m - v ° N N m ++ i v v 3 N a° V 6 p V) C C v E N m .0 j O o V C v m u "O -m u a) v a N° >- C c O v i s '6 co c c cuo O E u '6 Y O p C v m �, v-0 m "6 O c o Oa -0 'm a tla v N v m .� v �..� 3 m Oa a) Fn o w N N 0 C v° `^ a) v C m - a C c N ti4 v@ Co avi v E- a C_ m a N N C "i N O N Q _ c Y m .' v Y u -o u y. T 0) m v N N 7 z s N m N v v a F- ap+ O V v i 0 m u U N a v n O m C m u a Y= .3 y o u Y E° E 3 E v v 3 E m Y d ° 9 -5 o o 3 3 ao u Q o o c 3 E -0° o Y a) m t v ° v u 'L v° ~ N m u v > v �a 3 N N C p u E o C v o° m 3 V c c a •" -° v -> +� v = J> E> •� o o v m V E Y m m y C — Q_0 m m -, E m 4w c0 vi > •U -0 3 ° v v O v v 'co •O 0 u V v 3 m v N u o m v m c v E F- 3 m c m 'a .2 0� "' E -p c -° v m— L v E 3 p ca u o v o °C° .E O v `0 `y w � m 0 L° - c L m °1 m m e 0 °u v° > .T m E 0 v E— E a c v C in m E L o + N m '3 C o N m 0 u u 0 a o Ln x a v O u m m c v E y T Z m O C vo° m v c O Y E ` o p - C c O -0 -_ o y v O T 3 'N °� = E a u c c wo F> c m a c -v0 O v T X. u Y O aui cTi 3 v v v° v c v .n Co ° m v a~ a N '-� C v m v° v v a N E o v 3 3 "o c c u o ° p m o-0 v ac X c-0 O o E= u v Q > U 70 > O E m > v T L '-� *' i) O _ T m —_ 'O v w V C '' Y Y_ C C v v E >O u N u N .° v c O L c � 0 U O 3 u O Q N L �a 0 c '� - m u Y o 3 v 0 3 o v 3 N v o a C v y v u w c `o v C t o 0 a o N a o a o N c m- E 4! ++ 3 m 3 o m m Y O o v u �_ ova 3 o m" a C o ^ o v .m o° a ° > 0 3 0 3 O _O 3 Y _O 3 c m m m v u _O ai N c a+ c N E O y N Z m Y N m L m °- v C- E c _ > C m I C v L ° z 'u +-+ a c N Y O O -O N a m C m N c \ Oi O O- v C m O p_ O N c v O v O aJ m c m N a m T v u m N- c v X Y v v c C > ° v Y v a N E >, u u c L y 00 O Y m v = m cua 00 v .� (6 C E m t Y i6 O v N ° o O m 3 'o c a) m N `o m a m m o a -0 cO 6 N v U N 3 p E Oa a u L l0 v 3 'O o 3 u N� v E 3 L 0 C o 3_ N 'V N N m 00 m C v c +-' E E 3 v N v o c C Q1 > 7 O m- u 7 m N u m 'p a0+ i u L u m y `" v 'O c a m O ° C c m L C O L N- 7 c- "O v E O i u v > v 3 U- u O u p E 0 p Q E u O m N m X m c v a m W i v E m v) y, c F m N m H m a m m a m— c a o V m u m a pq m O w o O F v ? ._ u a � c m *' m LnN VI V) V) V) Ln V) N to to W W W W W W W W W W W u V a O C N c v 41 a8 •5 2: " O O ca m y _ N C v .� 3 a) v a0. v 3 y � m o +' rs N m Z to W u aNi V C O F' U of O m v 0 ° a a a 3 so v) v 0 a t- M Ln N 2011 co Ln Ln a N O c ac, E Q O ai a a s .O a 3 0 c� v 0 c� a � s O 0 m s Q 0 U Ln •i 3 a O a v V v_ A Y � Q � 4- a) N U Q Q 41 m cu � :3 V) (n c cc }J N � , v O- O Q U O a) L � � U U _ � N > O O +J E stW O v U aJ ai ai s N no 3 �- U cc N E Y o N U Q] •L L o a) s a) ti C In, v -0 L � m O O dU tA o m "-L Y a) 'n a) Q U L •L L U a) ai v 0 > N EL o � _U > O C O G 'O cUi� T C c 3 O L N s au � 0 p m Qcu O }, v1 a) m� > U to s V) 0 cmL 0 Y V) O > °U > 3 u a, U N m 75 s � c T E "O c?o N O Q- C: O N a1 v to OJ i O C N a C _ U (UQ Q fu m O Lnaj Q O M c v) a) s L N N O C O a1 +T+ O X Ln m oD s Y � O •" i �+ m L a) C a 3 � m U � C: 3 Y ao � .Q 3 a) ai o E m o bO > s 0 v (o al 0 t O C: U 'O O U U E U t U s U i a) E •� Y_ 0- E Q O O N L C +, O T C a) a) 'O E u O -0 a) > O -0 a) —_ U m oD a) m pOO — bD > E v a c Ln a) a) Ln v 3 a a� N E +' 'oV) U U ai s V,X E a) 4- 4 H V) s O O Y m 3 v 4- m C a) E a) O CL E t]O c E U U m n O N aJ t Lo m d a� O O 3 T ns 3 Y f6 d N Q U w m _ m m v O _ O v U c (b 4.1 _ N T _ _ E E 0 U C E v s H 0. v w _ 0 LO 4- -0 v v C v L v O V v _ f6 v v 4- Ln E v .c w H N 0 C m L 4- v 0 Q 7 Q v v T !b O T U _ fB O_ U U O O v R u v U w v s 0 v U _ V) v s O O c v E v f0 v N s T (U _ 0 U _ cu Q V T O v v bD y- _ N v U (b �o N Y cLa O. N _ .O CD _ t 3 _ _m Q. v E Q cc V) v L _ 0 y O _ Q 0 M v bD d cm 0 .P. 0 EDOT MOBILITY REVIEW GUIDE --CHECKLIST Mobility Review Checklist used w!th:tht for Revito, ir"g "'00,4zi Nlessures� n fttcominz impormarngu4 a nce or, t lie mean sng o' selemed CF17_ri a 'm cherkl"�:t and te- wnstv:!ed in cc ncerr 'vid'sthe &�e'lk I, icrux ng t� e r_=vsew and a 5se5sment process. Keep :n mind thavchis is iprop-osr.m gracske and not an offttaf proceJure, Hart rqwmv: w. (4qmby: juftdit"m E,-::, 7:7t: z_ C. C" ?_1 al� Sriti aoCC7_E,�, 7 F F-, fr Cvn: CJ:, oesqna,ces av,Ch strang uroan mretsl anjourbar. am'�-'ty cemem arvfn; SiZes and C*Mgosi!�oft, Trartsit-comptiuse ,,and uses are deftneo ard required to Locate on eyisvi.g MEI-2 orpianned rrahs.qrf idors wIth d trem acce-11C �Q r, m should inciude coat is not limrted m vmnlncrtenwo Oevefopments (T60). 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' O by zi G N O 'o3 O 2 ° N N O a> c3 TI" S1. � N ' � ..� ' x � • � b , U ti �� o ( o cc ¢ cC cn O co o rA O Z r e' o oa CU tcN: mz� NEIGHBORHOOD INFORMATION MEETING THE TOWN OF BIG CYPRESS SRA (PL-20210001496) TUESDAY, JUNE 7, 2022 AT 5:30PM PLEASE PRINT CLEARLY ***please be advised*** The information on this sheet is to contact you regarding this project and future public meetings. Under Florida law, e-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. 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