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Agenda 06/13/2023 Item #17A (Ordinance - Rezoning petition PL20210000419)SEE REVERSE SIDE  Proposed Agenda Changes Board of County Commissioners Meeting June 13, 2023 Move item 17A to item 9C: 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  an Ordinance amending the Collier Boulevard Mixed Use Commerce Center Planned Unit Development (PUD), to  increase the maximum number of dwelling units by 413 for a total of 846 dwelling units for the PUD and by  changing the Commercial Tract to the Commercial Tract‐Mixed Use. The subject property is located in the Activity  Center #9 Overlay and within Special Treatment Wellfield Zone 4 (ST/W‐4), west of Collier Boulevard and south of  Magnolia Pond Drive; in Section 34, Township 49 South, Range 26 East, Collier County, Florida, consisting of  70.00± acres; and by providing an effective date. (Companion to items 16B1 & 17B) [PL20210000419]  (Commissioner Hall’s request)  Move item 17B to item 9D: 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  an Ordinance amending the Golden Gate Commerce Park Planned Unit to change the Commercial Tracts to  Commercial Mixed Use Tracts and  by adding fabricated metal products as a permitted use in the Commercial  Mixed Use Tracts.  The subject property is located on the west side of C.R. 951 and north of I‐75, consisting of  74.2± acres in Section 34, Township 49 South, Range 26 East, Collier County, Florida. (Companion to items 16B1 &  17A) [PL20210000150] (Commissioner Hall’s request)  Move item 16B1 to item 11B: Recommendation to approve and execute a Second Amendment to Developer  Agreement with Victoria Estates, Ltd., Magpond, LLC, and I‐75 Associates, LLC (collectively referred to as  “Developer”), in order to coordinate the Developer’s project with the design and construction of the Collier  Boulevard widening project.  (Companion to items 17A & 17B) (Commissioner Hall’s request)  Move item 16D2 to 11C:  Recommendation to award Invitation to Bid (“ITB”) No. 23‐8073, “Replacement of  Waste Containers and Benches for Parks,” to Global Equipment Inc., d/b/a Global Industrial Equipment Company  Inc., in the amount of $210,702.90 for a one‐time purchase to replace damaged waste containers and benches  due to Hurricane Ian, and authorize the Chairman to sign the attached Agreement. (Commissioner LoCastro’s  request)  Notes: TIME CERTAIN ITEMS: 12/4/2023 1:47 PM 17.A 06/13/2023 EXECUTIVE SUMMARY This item requires that ex-parte disclosure be provided by the Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve an Ordinance amending the Collier Boulevard Mixed Use Commerce Center Planned Unit Development (PUD), to increase the maximum number of dwelling units by 413 for a total of 846 dwelling units for the PUD and by changing the Commercial Tract to the Commercial Tract -Mixed Use. The subject property is located in the Activity Center #9 Overlay and within Special Treatment Wellfield Zone 4 (ST/W-4), west of Collier Boulevard and south of Magnolia Pond Drive; in Section 34, Township 49 South, Range 26 East, Collier County, Florida, consisting of 70.00± acres; and by providing an effective date. (Companion to items 16111 & 17B) [PL20210000419] OBJECTIVE: To have the Board of County Commissioners (Board) review staff s findings and recommendations along with the recommendations of the Collier County Planning Commission (CCPC) regarding the above - referenced petition, render a decision regarding this rezoning petition and ensure the project is in harmony with all the applicable codes and regulations in order to ensure that the community's interests are maintained. CONSIDERATIONS: The subject property is located in the Activity Center #9 Overlay and within Special Treatment Wellfield Zone 4 (ST/W-4), west of Collier Boulevard and south of Magnolia Pond Drive; in Section 34, Township 49 South, Range 26 East, Collier County, Florida, consisting of 70.00± acres. This petitioner seeks to amend the Collier Boulevard Mixed -Use Commerce Center PUD, approved via Ordinance #2001-10, to increase the maximum number of dwelling units (DU) by 413 for a total of 846 dwelling units for the PUD; by changing the Commercial Tract to a Commercial Tract -Mixed Use to allow 413 multi -family dwelling units in addition to the allowed commercial uses; by revising the master plan; and revising development standards. FISCAL IMPACT: The County collects impact fees prior to the issuance of a Certificate of Occupancy to help offset the impacts of each new development on public facilities. These impact fees are used to fund projects identified in the Capital Improvement Element of the Growth Management Plan (GMP) as needed to maintain the adopted Level of Service (LOS) for public facilities. Other fees collected prior to the issuance of a building permit include building permit review fees. Please note that impact fees and taxes collected were not included in the criteria used by staff and the Planning Commission to analyze this petition. GROWTH MANAGEMENT IMPACT: The Future Land Use Element (FLUE) designates the project site as Urban Designation, Urban Mixed -Use District, and Urban Residential Subdistrict and is within Interstate Activity Center #9. The applicant is requesting a maximum of 846 DUs to be allowable in the PUD, which would add 413 DUs to the previously approved 433 DUs. This would bring the total to 846 DUs at a density of (846 DUs /70.2 A) = 12.05 DU/A or rounded to be considerably less than 16 DUs per acre. A maximum density of 16DU/A may be requested in the Mixed -Use Activity Center #9, or even higher density with the provision of Affordable housing. The project's density is consistent with the FLUE of the GMP. Transportation Element: In evaluating this project, staff reviewed the applicant's Traffic Impact Statement (TIS) dated September 22, 2022, for consistency with Policy 5.1 of the Transportation Element of the Growth Management Plan (GMP) using the then applicable 2021 Annual Update and Inventory Reports (AUIR) and the current 2022 AUIR. 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 Packet Pg. 1699 17.A 06/13/2023 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 theproject's significant impacts on all roadways. " Staff finding: According to the TIS and the PUD Amendment (PUDA) documents the applicant is requesting to add additional residential dwelling units for a total of 433 multi -family dwelling units and reduce the total commercial square footage to 174,000 square feet. The proposed development scenario will generate a projected total of +/- 800 PM peak hour, 2-way trips on the adjacent roadway segment of Collier Boulevard. This represents a potential reduction of +/- 20 PM peak hour trips compared to the current development scenario. The trips generated by this development will occur on the following adjacent roadway network links using the 2021 and 2022 AUIR: Roadway/ Link 2021 Link # AUIR LOS Collier Rattlesnake D Blvd/34.0 Hammock to Davis Blvd. Collier Davis Blvd to C Blvd/33.0 I-75 Collier I-75 to Golden C Blvd/32.3 Gate Main Canal Collier Golden Gate D Blvd/32.2 Main Canal to Golden Gate Blvd Collier Golden Gate C Blvd/32.1 Blvd to Green Blvd Collier Green Blvd to D Blvd/31.2 Pine Ridge Road Davis Collier Blvd to B Blvd/16.2 Radio Road Radio I Davis Blvd to I B Road/71.0 Santa Barbara 2022 Current Peak Projected AUIR Hour Peak P.M Peak LOS Direction Hour/Peak Volume/Peak Direction Direction Project Traffic (1) D 3,000/North 52/NB E 13,600/North 121/NB C 3,600/North 261/NB D 2.300/North 117/NB C 2,300/North 72/NB D 3,000/North 68/NB B 13,300/West 64/WB B 1,800/West 24/WB 2021 2022 Remaining Remaining Capacity Capacity 417 2 218 2 1,027 117 2 1,482 1,436 2592 2792 831 841 5092 259 1,544 1,724 1,040 1,020 Packet Pg. 1700 17.A 06/13/2023 Golden Gate I Collier Blvd to I D 3 I C 11,980/East 40/EB 230 2 470 Pwkv/22.0 Santa Barbara ' Source for P.M. Peak Hour/Peak Direction Project Traffic is September 22, 2022, Traffic Impact Statement provided by the petitioner. z. Projected deficiencies for these segments are due to projected background traffic from the trip bank not caused by this development. 3. Segment is designated as "Constrained" by the Policy of BCC. Staff notes that the interchange of I-75 and State Road 951 (Collier Boulevard) is within the current Florida Department of Transportation (FDOT) 5-year work plan for significant improvements which are designed to increase capacity and reduce conflicts on the adjacent roadway network. The current 4-lane segment of Collier Boulevard from the Golden Gate Main Canal to Green Boulevard is currently in the Collier County work program with construction scheduled for FY 2025 to 2027. This improvement is also designed to increase capacity and reduce conflicts on the adjacent roadway network. This project is also within the Northwest Transportation Concurrently Management Area (TCMA) which currently operates with 100% lane miles meeting standards. This development is vested with pre -paid Impact Fee Credits. Applicable Florida Statute 163.3180 bullet points: ■ 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. ■ Applicant will pay the required Collier County Road impact fees as building permits are issued for the project. Based on the TIS provided by the applicant, the 2021 and 2022 AUIR, and Florida State Statute 169.3180 the subject PUD Amendment can be found consistent with Policy 5.1 of the Transportation Element of the Growth Management Plan. Transportation Planning staff finds this petition consistent with the GMP. Conservation and Coastal Management Element (CCME): Environmental Planning staff found this project to be consistent with the Conservation & Coastal Management Element (CCME). The proposed changes do not affect any of the environmental requirements of the GMP. COLLIER COUNTY PLANNING COMMISSION (CCPC) RECOMMENDATION: The CCPC, heard Petition PUDA-PL20210000419, Collier Boulevard Mixed -Use Commerce Center PUDA on April 20, 2023, and voted 5-0 to forward this petition to the Board with recommendation of approval with required changes to the PUD as explained below. No letters of objection have been received. The CCPC approval was unanimous. As such, this petition will be placed on Summary Agenda. The required changes to be added to the PUD by the CCPC include: Section VII - Permitted Uses and Dimensional Standards for the Commercial Mixed -Use District: Deleting the following SIC Codes - 7993, 5999, 8299, 5399, and 8099 The changes were accepted by staff, and these revisions were added to the Ordinance. LEGAL CONSIDERATIONS: This is an amendment to an existing Planned Unit Development. The burden falls upon the applicant to prove that the proposed rezoning is consistent with all the criteria set forth below. The burden then shifts to the Board of County Commissioners, should it consider denying the rezone, to determine that such denial would not be arbitrary, discriminatory, or unreasonable. This would be accomplished by finding that the proposal does not meet one or more of the listed criteria below. Criteria for PUD Rezones Ask yourself the following questions. The answers assist you in making a determination for approval or not. Packet Pg. 1701 17.A 06/13/2023 1. Consider: The suitability of the area for the type and pattern of development proposed in relation to physical characteristics of the land, surrounding areas, traffic and access, drainage, sewer, water, and other utilities. 2. Is there adequacy of evidence of unified control and suitability of agreements, contracts, or other instruments or for amendments in those proposed, particularly as they may relate to arrangements or provisions to be made for the continuing operation and maintenance of such areas and facilities that are not to be provided or maintained at public expense? Findings and recommendations of this type shall be made only after consultation with the County Attorney. 3. Consider: Conformity of the proposed PUD with the goals, objectives, and policies of the Growth Management Plan. 4. Consider: The internal and external compatibility of proposed uses, which conditions may include restrictions on the location of improvements, restrictions on design, and buffering and screening requirements. 5. Is there an adequacy of usable open space areas in existence and as proposed to serve the development? 6. Consider: The timing or sequence of development (as proposed) for the purpose of assuring the adequacy of available improvements and facilities, both public and private. 7. Consider: The ability of the subject property and surrounding areas to accommodate expansion. 8. Consider: Conformity with PUD regulations, or as to desirable modifications of such regulations in the particular case, based on a determination that such modifications are justified as meeting public purposes to a degree at least equivalent to the literal application of such regulations. 9. Will the proposed change be consistent with the goals, objectives, and policies and future land use map and the elements of the Growth Management Plan? 10. Will the proposed PUD Rezone be appropriate considering the existing land use pattern? 11. Would the requested PUD Rezone result in the possible creation of an isolated district unrelated to adjacent and nearby districts? 12. Consider: Whether existing district boundaries are illogically drawn in relation to existing conditions on the property proposed for change. 13. Consider: Whether changed or changing conditions make the passage of the proposed amendment necessary. 14. Will the proposed change adversely influence living conditions in the neighborhood? 15. Will the proposed change create or excessively increase traffic congestion or create types of traffic deemed incompatible with surrounding land uses, because of peak volumes or projected types of vehicular traffic, including activity during construction phases of the development, or otherwise affect public safety? 16. Will the proposed change create a drainage problem? 17. Will the proposed change seriously reduce light and air to adjacent areas? 18. Will the proposed change adversely affect property values in the adjacent area? 19. Will the proposed change be a deterrent to the improvement or development of adjacent property in accordance with existing regulations? 20. Consider: Whether the proposed change will constitute a grant of special privilege to an individual Packet Pg. 1702 17.A 06/13/2023 owner as contrasted with the public welfare. 21. Are there substantial reasons why the property cannot ("reasonably") be used in accordance with existing zoning? (a "core" question...) 22. Is the change suggested out of scale with the needs of the neighborhood or the county? 23. Consider: Whether it is impossible to find other adequate sites in the county for the proposed use in districts already permitting such use. 24. Consider: The physical characteristics of the property and the degree of site alteration which would be required to make the property usable for any of the range of potential uses under the proposed zoning classification. 25. Consider: The impact of development resulting from the proposed PUD rezone on the availability of adequate public facilities and services consistent with the levels of service adopted in the Collier County Growth Management Plan and as defined and implemented through the Collier County Adequate Public Facilities Ordinance [Code ch.106, art.II], as amended. 26. Are there other factors, standards, or criteria relating to the PUD rezone request that the Board of County Commissioners shall deem important in the protection of public health, safety, and welfare? The Board must base its decision upon the competent, substantial evidence presented by the written materials supplied to it, including but not limited to the Staff Report, Executive Summary, maps, studies, letters from interested persons, and the oral testimony presented at the Board hearing as these items relate to these criteria. Should this item 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. This item is approved as to form and legality and requires an affirmative vote of four for Board approval (HFAC) RECOMMENDATION: Staff concurs with the recommendation of the CCPC and further recommends that the Board of County Commissioners approves the request for Petition PUDA-PL20210000419, Collier Boulevard Mixed -Use Commerce Center PUD. Prepared by: Timothy Finn, AICP, Planner III, Zoning Division ATTACHMENT(S) 1. Staff Report - Collier Blvd Mixed Use Commerce Center PUDA (PDF) 2. Attachment A - Proposed Ordinance (PDF) 3. [Linked] Attachment B - Backup Materials (PDF) 4. Attachment C - Hearing Advertising Signs (PDF) 5. legal ad - agenda ID 24787 (PDF) Packet Pg. 1703 17.A 06/13/2023 COLLIER COUNTY Board of County Commissioners Item Number: 17.A Doe ID: 24787 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 an Ordinance amending the Collier Boulevard Mixed Use Commerce Center Planned Unit Development (PUD), to increase the maximum number of dwelling units by 413 for a total of 846 dwelling units for the PUD and by changing the Commercial Tract to the Commercial Tract -Mixed Use. The subject property is located in the Activity Center #9 Overlay and within Special Treatment Wellfield Zone 4 (ST/W-4), west of Collier Boulevard and south of Magnolia Pond Drive; in Section 34, Township 49 South, Range 26 East, Collier County, Florida, consisting of 70.00± acres; and by providing an effective date. (Companion to items 16B 1 & 17B) [PL20210000419] Meeting Date: 06/13/2023 Prepared by: Title: — Zoning Name: Tim Finn 05/05/2023 2:15 PM Submitted by: Title: Zoning Director — Zoning Name: Mike Bosi 05/05/2023 2:15 PM Approved By: Review: Zoning Ray Bellows Additional Reviewer Zoning Mike Bosi Division Director Growth Management and Community Development Department Diane Lynch Growth Management and Community Development Department James C French County Attorney's Office Heidi Ashton-Cicko Level 2 Attorney of Record Review County Attorney's Office Office of Management and Budget Office of Management and Budget County Manager's Office Board of County Commissioners Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Debra Windsor Level 3 OMB Gatekeeper Review Laura Zautcke Additional Reviewer Amy Patterson Level 4 County Manager Review Geoffrey Willig Meeting Pending Completed 05/05/2023 3:54 PM Completed 05/12/2023 1:39 PM Growth Management DepartmentCompleted 05/12/2023 2:42 PM Growth Management Completed 05/26/2023 5:44 PM Completed 05/30/2023 4:30 PM Completed 05/30/2023 4:36 PM Completed 05/31/2023 9:44 AM Completed 06/04/2023 3:34 PM Completed 06/07/2023 10:12 AM 06/13/2023 9:00 AM Packet Pg. 1704 17.A.1 Co ier County �00%.. STAFF REPORT TO: COLLIER COUNTY PLANNING COMMISSION FROM: ZONING DIVISION — ZONING SERVICES SECTION GROWTH MANAGEMENT DEPARTMENT HEARING DATE: APRIL 20, 2023 SUBJECT: PUDA-PL20210000419 COLLIER BOULEVARD MIXED -USE COMMERCE CENTER PUD COMPANION ITEM: PUDA-PL20210000150 GOLDEN GATE COMMERCE PARK PUD PROPERTY OWNER/AGENTS: Owner: New Magpond A LLC ET AL 8441 Cooper Creek Blvd. University Park, FL 34201 REQUESTED ACTION: Agents: Philip DiMaria, AICP, CNU-A Kimley-Horn and Associates, Inc. 1776 Main Street, Suite 200 Sarasota, FL 34236 The petitioner is requesting that the Collier County Planning Commission (CCPC) consider an application to amend Ordinance Number 2001-10, as amended, the Collier Boulevard Mixed -Use Commerce Center Planned Unit Development (PUD). GEOGRAPHIC LOCATION: The subject property is located in the Activity Center #9 Overlay and within Special Treatment Wellfield Zone 4 (ST/W-4), west of Collier Boulevard and south of Magnolia Pond Drive; in Section 34, Township 49 South, Range 26 East, Collier County, Florida, consisting of 70.00± acres. (see location map, page 2). PURPOSE/DESCRIPTION OF PROJECT: This petitioner seeks to amend the Collier Boulevard Mixed -Use Commerce Center PUD, approved via Ordinance #2001-10, to increase the maximum number of dwelling units by 413 for a total of 846 dwelling units for the PUD; by changing the Commercial Tract to a Commercial PUDA-PL20210000419; Collier Boulevard Mixed Use Commerce Center PUD Page 1 of 16 Revised: March 21, 2023 Packet Pg. 1705 PaxIW PAIR J811100 : 18L'PZ) `land aa;uaa eoaauauaoa ash PaxIW PAIS aallloa - liodON 104S :1uaua14oe44d co 0 T Tract -Mixed Use to allow 413 multi -family dwelling units in addition to the allowed commercial uses; by revising the master plan; and revising development standards. a 1001 e Y �4 �w } 4 �7 QY�11 2t 0 0 J a 00 W F 34 20 d J PUDA-PL20210000419; Collier Boulevard Mixed Use Commerce Center PUD Revised: March 21, 2023 47 r V 0 d Q N Q N J IL E z C a w rL Page 2 of 16 17.A.1 SURROUNDING LAND USE AND ZONING: This section of the staff report identifies the land uses and zoning classifications for properties surrounding the boundaries of the PUD: North: Developed multi -family residential, with current zoning of Golden Gate Commerce Park PUD (9.0 DU/AC) which is approved for residential, retail, office, and hotel South: 1-75, a four -lane highway, and then developed with multi -family residential, with a current zoning designation of Saddlebrook Village PUD (12.96 DU/AC) which is approved for multi -family rental apartments. To the east of Saddlebrook Village PUD is developed with residential, with a current zoning designation of East Gateway MPUD (16.0 DU/AC) which is approved for a mixed -use development. To the east of East Gateway MPUD, is developed multi -family, with a current zoning designation of I-75/Alligator Alley MPUD (10.4 DU/AC) which is approved for mixed -use development East: Collier Boulevard, a six -lane arterial roadway, and then developed with warehousing and distribution facilities, with a zoning designation of City Gate Commerce Park MPUD and approved for a mixture of uses including commercial, industrial, office, hotel/motel, and a Sports Complex West: Undeveloped land, with a current zoning designation of Magnolia Pond MPUD (4.9 DU/AC) which is approved for single and multi -family development and an assisted living facility Source: Collier County Appraiser PUDA-PL20210000419; Collier Boulevard Mixed Use Commerce Center PUD Page 3 of 16 Revised: March 21, 2023 Packet Pg. 1707 17.A.1 GROWTH MANAGEMENT PLAN (GMP) CONSISTENCY: Future Land Use Element (FLUE): The FLUE designates the project site as Urban Designation, Urban Mixed -Use District, and Urban Residential Subdistrict and is within Interstate Activity Center #9. The applicant is requesting a maximum of 846 DUs to be allowable in the PUD, which would add 413 DUs to the previously approved 433 DUs. This would bring the total to 846 DUs at a density of (846 DUs /70.2 A) = 12.05 DU/A or rounded to be considerably less than 16 DUs per acre. A maximum density of 16DU/A may be requested in the Mixed -Use Activity Center #9, or even higher density with the provision of Affordable housing. The proj ect's density is consistent with the FLUE of the GMP. Transportation Element: In evaluating this project, staff reviewed the applicant's Traffic Impact Statement (TIS) dated September 22, 2022, for consistency with Policy 5.1 of the Transportation Element of the Growth Management Plan (GMP) using the then applicable 2021 Annual Update and Inventory Reports (AUIR) and the current 2022 AUIR. 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 TIS and the PUD Amendment (PUDA) documents the applicant is requesting to add additional residential dwelling units for a total of 433 multi -family dwelling units and reduce the total commercial square footage to 174,000 square feet. The proposed development scenario will generate a projected total of +/- 800 PM peak hour, 2-way trips on the adjacent PUDA-PL20210000419; Collier Boulevard Mixed Use Commerce Center PUD Page 4 of 16 Revised: March 21, 2023 Packet Pg. 1708 17.A.1 roadway segment of Collier Boulevard. This represents a potential reduction of +/- 20 PM peak hour trips compared to the current development scenario. The trips generated by this development will occur on the following adjacent roadway network links using the 2021 and 2022 AUIR: Roadway/ Link 2021 2022 Current Projected 2021 2022 Link # AUI AUI Peak Hour P.M Peak Remainin Remaini R R Peak Hour/Pea g ng LOS LOS Direction k Capacity Capacity Volume/Pea Direction k Direction Project Traffic 1 Collier Rattlesnake D D 3,000/North 52/NB 417 2 2182 Blvd/34.0 Hammock to Davis Blvd. Collier Davis Blvd C E 3,600/North 121/NB 1,027 117 2 Blvd/33.0 to I-75 Collier I-75 to C C 3,600/North 261/NB 1,482 1,436 Blvd/32.3 Golden Gate Main Canal Collier Golden Gate D D 2.300/North 117/NB 2592 2792 Blvd/32.2 Main Canal to Golden Gate Blvd Collier Golden Gate C C 2,300/North 72/NB 831 841 Blvd/32.1 Blvd to Green Blvd Collier Green Blvd D D 3,000/North 68/NB 5092 2592 Blvd/31.2 to Pine Ridge Road Davis Collier Blvd B B 3,300/West 64/WB 1,544 1,724 Blvd/16.2 to Radio Road Radio Davis Blvd B B 1,800/West 24/WB 1,040 1,020 Road/71.0 to Santa Barbara Golden Collier Blvd D 3 C 1,980/East 40/EB 230 2 470 Gate to Santa Pwk /22.0 Barbara 1. Source for P.M. Peak Hour/Peak Direction Project Traffic is September 22, 2022, Traffic Impact Statement provided by the petitioner. PUDA-Pl-20210000419; Collier Boulevard Mixed Use Commerce Center PUD Page 5 of 16 Revised: March 21, 2023 Packet Pg. 1709 17.A.1 2. Projected deficiencies for these segments are due to projected background traffic from the trip bank not caused by this development. 3. Segment is designated as "Constrained" by the Policy of BCC. Staff notes that the interchange of I-75 and State Road 951 (Collier Boulevard) is within the current Florida Department of Transportation (FDOT) 5-year work plan for significant improvements which are designed to increase capacity and reduce conflicts on the adjacent roadway network. The current 4-lane segment of Collier Boulevard from the Golden Gate Main Canal to Green Boulevard is currently in the Collier County work program with construction scheduled for FY 2025 to 2027. This improvement is also designed to increase capacity and reduce conflicts on the adjacent roadway network. This project is also within the Northwest Transportation Concurrently Management Area (TCMA) which currently operates with 100% lane miles meeting standards. This development is vested with pre -paid Impact Fee Credits. Applicable Florida Statute 163.3180 bullet points: ■ 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. ■ Applicant will pay the required Collier County Road impact fees as building permits are issued for the project. Based on the TIS provided by the applicant, the 2021 and 2022 AUIR, and Florida State Statute 169.3180 the subject PUD Amendment can be found consistent with Policy 5.1 of the Transportation Element of the Growth Management Plan. Transportation Planning staff finds this petition consistent with the GMP. Conservation and Coastal Management Element (COME): Environmental Planning staff found this project to be consistent with the Conservation & Coastal Management Element (CCME). The proposed changes do not affect any of the environmental requirements of the GMP. STAFF ANALYSIS: Staff has completed a comprehensive evaluation of this land use petition, including the criteria upon which a recommendation must be based, specifically noted in LDC Section 10.02.13.13.5, Planning Commission Recommendation (commonly referred to as the "PUD Findings"), and Section 10.02.08.F, Nature of Requirements of Planning Commission Report (referred to as "Rezone Findings"), which establish the legal basis to support the CCPC's recommendation. An evaluation relative to these subsections is discussed below, under the heading "Zoning Services Analysis." Drainer The proposed PUD Amendment request is not anticipated to create area drainage problems. Stormwater best management practices, treatment, and storage will be addressed PUDA-PL20210000419; Collier Boulevard Mixed Use Commerce Center PUD Page 6 of 16 Revised: March 21, 2023 Packet Pg. 1710 17.A.1 through the environmental resource permitting process with the South Florida Water Management District. County staff will also evaluate the proj ect's stormwater management system, calculations, and design criteria at the time of the site development plan (SDP) and/or platting (PPL). Environmental Review: Environmental Planning staff has reviewed the PUD petition to address environmental concerns. The proposed PUD changes will not affect any of the environmental requirements of the PUD document (Ordinance 2001-10). A minimum of 15.17 acres of native vegetation has been placed in preservation and dedicated to Collier County (OR 5705, Page 522). The project is in a Wellfield Risk Management Special Treatment Overlay zone (ST/W-4) and must address groundwater protection in accordance with LDC Section 3.06.12. Some commercial uses (i.e., gas stations, automotive repair stores, paint stores, 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 SDP and/or PPL review for those land uses which have the potential to cause an impact on drinking water. Landscape Review: The buffers labeled on the updated Master Plan meet or exceed LDC requirements. Transportation Review: The Transportation Planning staff has reviewed the petition for compliance with the GMP and the LDC and recommends approval. Utility Review: The project lies within the regional potable water service area and the south wastewater service area of the Collier County Water -Sewer District (CCWSD). Water and wastewater services are available via existing infrastructure within the adjacent right-of-way. Sufficient water and wastewater treatment capacities are available. Developer commitments are listed in paragraph "8.3 Utility Requirements" of the "Collier Boulevard Mixed -Use Commerce Center - 2022" document under "SECTION VIII — Development Commitments". Any improvements to the CCWSD's water or wastewater systems necessary to provide sufficient capacity to serve the project will be the responsibility of the owner/developer and will be conveyed to the CCWSD at no cost to the County at the time of utility acceptance. Zoning Services Review: In 2001, the 70.2-acre property was rezoned from Rural Agricultural (A) to Planned Unit Development (PUD) pursuant to Ordinance 01-10 allowing for a maximum of 433 dwelling units based on a gross density of 10 dwelling units on 43.3 acres, a mix of 270,000 square feet of gross leasable area for retail and office uses on 25.3 acres, and 1.6 acres for rights -of -way. On February 27, 2019, the petitioner applied for an insubstantial change to the Collier Boulevard Mixed -Use Commerce Center PUD, to amend the Master Plan to reconfigure the preserve and the site design for the residential tracts to facilitate a proposed rental apartment project. The insubstantial change was memorialized via the HEX decision, 2019-36. On September 17, 2019, PUDA-PL20210000419; Collier Boulevard Mixed Use Commerce Center PUD Page 7 of 16 Revised: March 21, 2023 Packet Pg. 1711 17.A.1 a PUD Minor Change (PMC) letter was issued to add a gated pedestrian interconnection and a gated vehicular interconnection. In 2021, the applicant submitted amendments to both the Collier Boulevard Mixed Use Commerce Center PUD (south) and the Golden Gate Commerce Park PUD (north) to facilitate a mixed -use project to be known as Abercia. The Collier Boulevard Mixed Use Commerce Center PUD amendment (south) is increasing the maximum number of dwelling units by 413 for a total of 846 dwelling units for the PUD; by changing the Commercial Tract to the Commercial Tract -Mixed Use to allow 413 multi -family dwelling units. It should be noted that at project completion this southern half of the project will be known as Abercia South. The Golden Gate Commerce Park PUDA is adding the "Fabricated metal products — SIC Code 3484" use to the PUD. At project completion, this northern half of the project will be known as Abercia North. (See below aerial of general Abercia description) Regarding this petition, the applicant is proposing to add 413 dwelling units to the Commercial Mixed -Use district. This PUD amendment is solely for the Commercial mixed -use tract, and the residential tract to the west is excluded from this amendment. It is not anticipated that industrial uses will be developed on the subject parcel and that the planned uses for this portion of the PUD will be primarily residential, no uses are being removed from this district. There is no residential unit transfer from the residential tract to the commercial -mixed -use tract proposed. Development standards for residential uses in the Commercial Mixed -Use tract are found in Section 7.9 of the revised PUD document. Abercia — General Description Aerial PUDA-PL20210000419; Collier Boulevard Mixed Use Commerce Center PUD Page 8 of 16 Revised: March 21, 2023 Packet Pg. 1712 17.A.1 Consistency - Activity Center #9 Interchange Master Plan (IMP) In November 2000, Collier County adopted the Activity Center #9 Interchange Master Plan (IMP). In Section 2, Vision Statement, Land Use Section, "Land uses may include a mixture of office/business centers, light industrial employment centers, retail and service commercial, hotel/motel, community facilities, and residential development." Furthermore, "In the IMP, Section 4, Land Use and Transportation Section, Mixed Use Commercial Section, "This designation is intended to accommodate a mix of commercial, office, service, and residential uses within the activity center. Land uses appropriate for this designation include retail, office, service, and residential." It is staff s opinion that the "multi -family dwellings" use is an allowable use under this vision statement and the Mixed -Use Commercial Section of the IMP. It should be noted that the IMP will be replaced with the "Collier Boulevard/Interstate 75 Innovation Zone Overlay Growth Management Plan" and its companion land development code amendment petition "Collier Boulevard/Interstate 75 Innovation Zone Overlay District (CBIIZO)". Both petitions should be memorialized in late spring/early summer 2023. (See below for both PUDs in the CBIIZO) COLLIER ROULEVARINIAITER5TATE 75 INNOVATION ZONE. OVERLAY CVLLIER WL\TY. FLOREP,1 v.r aae ew Golden Gate r - V Commerce i c� wrr srw M Par. ,PUD. as n g uF.0 na +� W rl/ 11 4 5 Collier Blvd Mixe r Use Commerce drer caR Center PU❑ F _ _$ s euernis CN m V � o 1.6M 2,000 4,000E-1 LEGEND COW swia ,Wintenta[e 75 Innovation tare overlay PUDA-PL20210000419; Collier Boulevard Mixed Use Commerce Center PUD Page 9 of 16 Revised: March 21, 2023 Packet Pg. 1713 17.A.1 Consistences - Growth Management Plan (GMP) - Collier Boulevard/Interstate 75 Innovation Zone Overlay The Growth Management Plan - Collier Boulevard/Interstate 75 Innovation Zone Overlay will promote economic growth and diversify the economy of the area by attracting and retaining qualified targeted industry businesses as defined by Florida Statute 288.106. Moreover, Ordinance 2018-36 established the Interchange Activity Center No. 9 Innovation Zone to spur economic development in Collier County by targeting specific industries with the potential to add high -wage employment opportunities that will help accelerate this area's development. This will create both high -wage jobs as well as a healthy tax base for the residents of Collier County. It is staff s opinion that situating multi -family residential adjacent to these targeted businesses would be complementary to the surrounding areas and further promote the intentions and goals of the Collier Boulevard/Interstate 75 Innovation Zone Overlay. Currently, Magnolia Pond Residences, a 432 units multi -family development is being constructed in the Residential District and would further complement the additional 413 units proposed for the Commercial Mixed -Use District. Consistency - Collier Boulevard/Interstate 75 Innovation Zone Overlay District (CBIIZO) The applicant is adding the "multi -family dwellings" use into the existing Collier Boulevard Mixed Use Commerce Center PUD within the proposed Commercial Mixed Use District. It is important to note that the CBIIZO does support a mixture of uses in close proximity to employment centers. Situating multi -family residential adjacent to employment centers will further promote walkability to employment centers, reduce automobile dependency, increase housing options and affordability, enhance the vitality of the neighborhood, attract employers to mixed -use development thereby increasing the tax base, and reduce congestion and pollution, and promote employee attraction and retention. CONCURRENT PETITIONS WITHIN THE PUD PUDA - PL20220006374 - Collier Boulevard Mixed -Use Commerce Ctr (The Magnolia Pond) - Amending Ordinance No. 2001-10, as amended, the Collier Boulevard Mixed -Use Commerce Center Planned Unit Development (MPUD) by increasing the maximum building height on 4.49± acres described as Lot 2 in the residential tract from 35 feet to 50 feet and providing an effective date. The subject property is within the Residential District of this PUD and is located to the west of the Commercial Mixed -Use District consisting of 4.49± acres out of 70+/- acres within the PUD. Site Development Plan — (SDP-CDPAR13914) - Approved 432 multi -family units — Currently under construction and to be called Magnolia Pond Residences. The subject property is within the Residential District of this PUD and is located to the west of the Commercial Mixed -Use District. PUD FINDINGS: LDC Section 10.02.13.13.5 states that, "In support of its recommendation, the CCPC shall make findings as to the PUD Master Plan's compliance with the following criteria in addition to the findings in LDC Section 10.02.08": PUDA-PL20210000419; Collier Boulevard Mixed Use Commerce Center PUD Page 10 of 16 Revised: March 21, 2023 Packet Pg. 1714 17.A.1 1. The suitability of the area for the type and pattern of development proposed in relation to the physical characteristics of the land, surrounding areas, traffic and access, drainage, sewer, water, and other utilities. A water main is available along Magnolia Pond Drive and wastewater mains are available along Magnolia Pond Drive and Collier Boulevard. There are adequate water and wastewater treatment capacities to serve the project. Any improvements to the CCWSD's water or wastewater systems necessary to provide sufficient capacity to serve the project will be the responsibility of the owner/developer and will be conveyed to the CCWSD at no cost to the County at the time of utility acceptance. 2. Adequacy of evidence of unified control and suitability of any proposed agreements, contracts, or other instruments, or for amendments in those proposed, particularly as they may relate to arrangements or provisions to be made for the continuing operation and maintenance of such areas and facilities that are not to be provided or maintained at public expense. Documents submitted with the application, which were reviewed by the County Attorney's Office, demonstrate unified control of the property. 3. Conformity of the proposed Planned Unit Development with the goals, objectives, and policies of the Growth Management Plan (GMP). County staff has reviewed this petition and has offered an analysis of conformity with the relevant goals, objectives, and policies of the GMP within the GMP Consistency portion of this staff report on page 4. 4. The internal and external compatibility of proposed uses, which conditions may include restrictions on the location of improvements, restrictions on design, and buffering and screening requirements. As described in the Staff Analysis section of this staff report, the landscape buffers labeled on the updated Master Plan meet or exceed LDC requirements. 5. The adequacy of usable open space areas in existence and as proposed to serve the development. No deviation from the required usable open space is being requested, and compliance would be demonstrated at the time of SDP or PPL. 6. The timing or sequence of development for the purpose of ensuring the adequacy of available improvements and facilities, both public and private. PUDA-PL20210000419; Collier Boulevard Mixed Use Commerce Center PUD Page 11 of 16 Revised: March 21, 2023 Packet Pg. 1715 17.A.1 A water main is available along Magnolia Pond Drive and wastewater mains are available along Magnolia Pond Drive and Collier Boulevard. There are adequate water and wastewater treatment capacities to serve the project. Any improvements to the CCWSD's water or wastewater systems necessary to provide sufficient capacity to serve the project will be the responsibility of the owner/developer and will be conveyed to the CCWSD at no cost to the County at the time of utility acceptance. As noted above, the Transportation Planning staff finds this petition consistent with the GMP. Operational impacts will be addressed at the time of each development order (SDP or Plat), at which time a new TIS will be required additionally the TIS will demonstrate turning movement impacts for all site access points. Finally, the project's development must comply with all other applicable concurrency management regulations when development approvals, including but not limited to any plats and or site development plans, are sought. 7. The ability of the subject property and surrounding areas to accommodate expansion. A water main is available along Magnolia Pond Drive and wastewater mains are available along Magnolia Pond Drive and Collier Boulevard. There are adequate water and wastewater treatment capacities to serve the project. Any improvements to the CCWSD's water or wastewater systems necessary to provide sufficient capacity to serve the project will be the responsibility of the owner/developer and will be conveyed to the CCWSD at no cost to the County at the time of utility acceptance. 8. Conformity with PUD regulations, or as to desirable modifications of such regulations in the particular case, based on a determination that such modifications are justified as meeting public purposes to a degree at least equivalent to the literal application of such regulations. The petitioner is not requesting any new deviations to the LDC. Rezone Findings: LDC Subsection 10.02.08.F states, "When pertaining to the rezoning of land, the report and recommendations to the planning commission to the Board of County Commissioners... shall show that the planning commission has studied and considered the proposed change in relation to the following when applicable": 1. Whether the proposed change will be consistent with the goals, objectives, and policies of the Future Land Use Map and the elements of the GMP. Comprehensive Planning staff determined the subject petition is consistent with the goals, objectives, and policies of the (FLUM) and other elements of the GMP if the companion PUDA-PL20210000419; Collier Boulevard Mixed Use Commerce Center PUD Page 12 of 16 Revised: March 21, 2023 Packet Pg. 1716 17.A.1 GMPA is approved. 2. The existing land use pattern. The existing land use pattern (of the abutting properties) is described in the Surrounding Land Use and Zoning section of this staff report. The proposed use would not change the existing land use patterns of the surrounding properties. 3. The possible creation of an isolated district unrelated to adjacent and nearby districts. The property is currently zoned PUD and would remain as such. 4. Whether existing district boundaries are illogically drawn in relation to existing conditions on the property proposed for change. This petition does not propose any change to the boundaries of the PUD. 5. Whether changed or changing conditions make the passage of the proposed rezoning necessary. The proposed change is not necessary; however, it is being requested in compliance with the LDC provisions to seek such changes because the petitioner wishes to include the proposed uses and development standards that are specific to the subject parcel. 6. Whether the proposed change will adversely influence living conditions in the neighborhood. The proposed PUD Amendment is not anticipated to adversely influence living conditions in the neighborhood. 7. Whether the proposed change will create or excessively increase traffic congestion or create types of traffic deemed incompatible with surrounding land uses, because of peak volumes or projected types of vehicular traffic, including activity during construction phases of the development, or otherwise affect public safety. As noted above, the Transportation Planning staff finds this petition consistent with the GMP. Operational impacts will be addressed at the time of each development order (SDP or Plat). Additionally, the project's development must comply with all other applicable concurrency management regulations when development approvals are sought. 8. Whether the proposed change will create a drainage problem. The proposed PUDA request is not anticipated to create drainage problems in the area, provided stormwater best management practices, treatment, and storage on this project are addressed through the Environmental Resource Permitting (ERP) with the South Florida Water Management District (SFWMD). County staff will also evaluate the project's stormwater management system, calculations, and design criteria at the time of SDP. PUDA-PL20210000419; Collier Boulevard Mixed Use Commerce Center PUD Page 13 of 16 Revised: March 21, 2023 Packet Pg. 1717 17.A.1 9. Whether the proposed change will seriously reduce light and air to adjacent areas. It is not anticipated the changes proposed to this PUD Amendment would seriously reduce light or air to the adjacent areas. 10. Whether the proposed change will adversely affect property values in the adjacent areas. This is a subjective determination based on anticipated results which may be internal or external to the subject property. Property valuation is affected by a host of factors including zoning; however, zoning by itself may or may not affect values, since value determination is driven by market value. 11. Whether the proposed change will be a deterrent to the improvement or development of adjacent property in accordance with existing regulations. The increase of multi -family dwelling units is not anticipated to serve as a deterrent to the improvement of the adjacent property. 12. Whether the proposed change will constitute a grant of special privilege to an individual owner as contrasting with the public welfare. If the proposed development complies with the GMP through the proposed amendment, then that constitutes a public policy statement supporting zoning actions when they are consistent with said Comprehensive Plan. In light of this fact, the proposed change does not constitute a grant of special privilege. Consistency with the FLUE is further determined to be a public welfare relationship because actions consistent with plans are in the public interest. 13. Whether there are substantial reasons why the property cannot be used in accordance with existing zoning. The subject property can be used in accordance with existing zoning; however, the proposed uses cannot be achieved without amending the PUD. 14. Whether the change suggested is out of scale with the needs of the neighborhood or the County. It is staff s opinion that the proposed uses, associated development standards, and developer commitments will ensure that the project is not out of scale with the needs of the community. 15. Whether is it impossible to find other adequate sites in the County for the proposed use in districts already permitting such use. The petition was reviewed for compliance with the GMP and the LDC, and staff does not PUDA-PL20210000419; Collier Boulevard Mixed Use Commerce Center PUD Page 14 of 16 Revised: March 21, 2023 Packet Pg. 1718 17.A.1 specifically review other sites in conjunction with a specific petition. 16. The physical characteristics of the property and the degree of site alteration, which would be required to make the property usable for any of the range of potential uses under the proposed zoning classification. Any development anticipated by the PUD Document would require considerable site alteration, and this project will undergo extensive evaluation relative to all federal, state, and local development regulations during the SDP and/or platting processes, and again later as part of the building permit process. 17. The impact of development on the availability of adequate public facilities and services is consistent with the levels of service adopted in the Collier County Growth Management Plan and as defined and implemented through the Collier County Adequate Public Facilities Ordinance, as amended. The development will have to meet all applicable criteria set forth in the LDC regarding Adequate Public Facilities. The project must also be consistent with all applicable goals and objectives of the GMP regarding adequate public facilities. This petition has been reviewed by county staff that is responsible for jurisdictional elements of the GMP as part of the rezoning process, and staff has concluded that the developer has provided appropriate commitments so that the impacts to the Level of Service (LOS) will be minimized. 18. Such other factors, standards, or criteria that the Board of County Commissioners shall deem important in the protection of public health, safety, and welfare. It is to be determined at the public hearings NEIGHBORHOOD INFORMATION MEETING (NIM): The applicant conducted a NIM on September 12, 2022, at SpringHill Suites by Marriott Naples, located at 3798 White Lake Blvd, Naples, FL. The meeting commenced at approximately 6:04 p.m. and ended at 6:14 p.m. One public attendee was present via Zoom. The applicant's agent, Philip DiMaria of Kimley-Horn, introduced the consulting team and county staff. Mr. DiMaria gave a PowerPoint presentation giving an overview of the project and that both the Collier Boulevard Mixed -Use Commerce Center PUD and the Golden Gate Commerce Park PUD will both be amended. The Golden Gate Commerce Park PUD will be amended to include the fabricated metal products use and the Collier Boulevard Mixed -Use Commerce Center PUD will be amended to permit residential units at 16DU/AC in the Commercial Mixed -Use District. The meeting was then opened to the public for questions; however, no questions were asked. No commitments were discussed at this NIM meeting. A copy of the NIM materials is included in Attachment B. PUDA-PL20210000419; Collier Boulevard Mixed Use Commerce Center PUD Page 15 of 16 Revised: March 21, 2023 Packet Pg. 1719 17.A.1 ENVIRONMENTAL ADVISORY COUNCIL (EAC) RECOMMENDATION: This project does not require Environmental Advisory Council (EAC) review, as this project did not meet the EAC scope of land development project reviews as identified in Section 2-1193 of the Collier County Codes of Laws and Ordinances. COUNTY ATTORNEY OFFICE REVIEW: The County Attorney's Office reviewed this staff report on March 20, 2023. RECOMMENDATION: Staff recommends the CCPC forward this petition to the Board with a recommendation of approval. Attachments: A) Proposed Ordinance B) Application/Backup Materials PUDA-PI-20210000419; Collier Boulevard Mixed Use Commerce Center PUD Page 16 of 16 Revised: March 21, 2023 Packet Pg. 1720 17.A.2 ORDINANCE NO.2023- AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AMENDING ORDINANCE NUMBER 2001-10, THE COLLIER BOULEVARD MIXED USE COMMERCE CENTER PLANNED UNIT DEVELOPMENT (PUD), TO INCREASE THE MAXIMUM NUMBER OF DWELLING UNITS BY 413 FOR A TOTAL OF 846 DWELLING UNITS FOR THE PUD; BY CHANGING THE COMMERCIAL TRACT TO THE COMMERCIAL TRACT -MIXED USE TO ALLOW 413 MULTI -FAMILY DWELLING UNITS IN ADDITION TO THE ALLOWED COMMERCIAL USES; BY REVISING THE MASTER PLAN; AND REVISING DEVELOPMENT STANDARDS. THE SUBJECT PROPERTY IS LOCATED IN THE ACTIVITY CENTER #9 OVERLAY AND WITHIN SPECIAL TREATMENT WELLFIELD ZONE 4 (ST/W-4), WEST OF COLLIER BOULEVARD AND SOUTH OF MAGNOLIA POND DRIVE; IN SECTION 34, TOWNSHIP 49 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, CONSISTING OF 70.00± ACRES; AND BY PROVIDING AN EFFECTIVE DATE. [PL20210000419] WHEREAS, on March 13, 2001, the Board of County Commissioners approved Ord. No 2001-10, which created the Collier Boulevard Mixed Use Commerce Center Planned Unit Development ("PUD"); and WHEREAS, on August 9, 2019, the Hearing Examiner by HEX No. 2019-36 approved a request to amend the Master Plan by reconfiguring the preserve and the site design for the residential tracts for property located in the northwest quadrant of 1-75 and Collier Boulevard; WHEREAS, Philip DiMaria, AICP, CNU-A of Kimley-Horn and Associates, Inc. representing VICTORIA ESTATES, LTD; NEW MAGPOND A, LLC; NEW MAGPOND, LLC; NEW MAGPOND-A, LLC; NEW MAGPOND-B, LLC ET AL, and MAGNOLIA NAPLES APARTMENTS, LLC, petitioned the Board of County Commissioners to amend the PUD. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: [21-CPS-02152/1778762/11 127 Collier Boulevard Mixed Use/PL20210000419 1 of 2 5-5-23 Packet Pg. 1721 17.A.2 SECTION ONE: Zoning Classification. The PUD Document attached to Ordinance No. 2001-10, is hereby amended in accordance with the revised PUD Document, attached hereto as Exhibit A and incorporated by reference herein. SECTION TWO: Effective Date. This Ordinance shall become effective upon filing with the Department of State. PASSED AND DULY ADOPTED by super -majority vote of the Board of County Commissioners of Collier County, Florida, this day of , 2023. ATTEST: CRYSTAL K. KINZEL, CLERK , Deputy Clerk Approved as to form and legality: Heidi Ashton-Cicko Managing Assistant County Attorney Attachments: Exhibit A - PUD Document [21-CPS-02152/1778762/1] 127 Collier Boulevard Mixed Use/PL20210000419 5-5-23 2 of 2 BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Rick LoCastro, Chairman a) _ 0` 0 0 a 0 a a d E 0 a d E s 0 a Packet Pg. 1722 17.A.2 Collier Boulevard Mixed -Use Commerce Center — 20230 A Planned Unit Development Approximately 70 Acres Section 34 Township 49 South. Range 26 East Collier Countv. Florida Prepared for: Victoria Estates LTD ET nl New Magpond A LLC ET AL 8441 Cooper Creek Blvd University Park, FL 34201 Prepared by: 0 Kimlev-Horn and Associates v ti 00 1777 Main Street Suite 200 N_ Sarasota, FL 34236 c HOLE MONTES IN fC C 950 Encore Way L 0 Naples, FL 24110 � N O Q nn Project 199211Y O L AND Q E t L) 81Laurel Oal( Drive, Suite inn IC w a Naples, FL 34108 O july 2000 Reused September 20GO Reused October 2000 Reused February 2001- r Q Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 - Revised May 3, 2023 Page 1 of 25 Packet Pg. 1723 17.A.2 Contents SECTION I - Statement of Compliance......................................................................................................3 SECTION II - Property Ownership, Legal Description, Short Title and Statement of Unified Control ..........5 SECTION III - Statement of Intent and Project Description........................................................................6 SECTION IV - General Development Regulations......................................................................................7 SECTION V - Preserve Area Requirements 12 SECTION VI - Permitted Uses and Dimensional Standards for Residential Development District ............. 13 SECTION VII - Permitted Uses and Dimensional Standards for the Commercial Mixed Use Development District ..............................................................................................................................................................16 SECTION VIII - Development Commitments CVLJIDITc 21 Exhibit A — Amended P-60 Master Plan.............................................................................................................. 27 ExhibitB — Legal Description................................................................................................................................ 29 Exhibit C — Legal Description for Lot 2.................................................................................................................30 Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 - Revised May 3, 2023 Page 2 of 25 Packet Pg. 1724 17.A.2 SECTION I - Statement of Compliance The development of 70.2 acres of property in Section 34, Township 49S, Range 26E Collier County, Florida, as a Planned Unit Development to be known as the Collier Boulevard Mixed -Use Commerce Center PUD, will be in compliance with the goals, objectives, and policies of Collier County as set forth in the Growth Management Plan. The residential and commercial components of the project will be consistent with growth policies, land development regulations and applicable comprehensive planning objectives of each of the elements of the Growth Management Plan for the following reasons: 1. The property is a mixed -use Planned Unit Development located within Activity Center #9 revised under the EAR based GMP Future Land Use Element Amendment. The proposed gross density of sixteen (16) 0) dwelling units per acre is consistent with the Future Land Use Element of the Collier County Growth Management Plan which allows up to sixteen (16) units per acre within Activity Centers. affes esed fGF .-, sid ntial use. Commercial uses are permitted within the Activity Center and, therefore, are also consistent with the Future Land Use Element. 2. The project shall be consistent with the adopted Activity Center #9 Interchange Master Plan. 3. The subject property's location in relation to the existing or proposed community facilities and services supports the development's residential density and commercial uses as required in Objective 2 of the Future Land Use Element. 4. The proposed development is compatible and complementary to existing and future surrounding land uses as required in Policy 5.46 of the Future Land Use Element. 5. Improvements are planned to be in compliance with applicable land development regulations as set forth in Objest+ve 3 of the Future Land Use Element. 6. The proposed development will result in an efficient and economical extension of community facilities and services as required in PAliemes' ' � a""" ' ' . Objective 2 of the Future Land Use Element. 7. The project is planned to incorporate natural systems for water management in accordance with their natural functions and capabilities as required by Objective -1—.5 of the DFainage Stormwater Management Sub -Element of the Public Facilities Element. Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 -Revised May 3, 2023 Page 3 of 25 Packet Pg. 1725 17.A.2 II All final Development Orders for this project are subject to the Collier County Concurrency Management System, as implemented by the Adequate Public Facilities Ordinance in Division 3.15 Chapter 6 of the Land Development Code Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 -Revised May 3, 2023 Page 4 of 25 Packet Pg. 1726 17.A.2 SECTION II - Property Ownership, Legal Description, Short Title and Statement of Unified Control 2.1 Property Ownership The Auto Vehicle Parts Company currently owns the subject property. Magnolia Naples Apartments LLC and Richman Naples Development Partners, LLC own the Residential Tracts. Victoria Estates LTD and New Magpond A LLC ET AL own the Commercial Mixed -Use Tracts. 2.2 Legal Description Section 34, Township 49 South, Range 26 East, Collier County, Florida, and, more particularly, described in Exhibit„Exhibit B. 2.3 General Description of Property The property is located in the northwest quadrant of Collier Boulevard and 1-75. 2.4 Physical Description The subject property is vacant at the time of the application for rezoning. This site currently drains from the northeast to the southwest. Soil types on the site are (1 4) Pineda Fine Sand, Limestone Substratum and (21) Boca Fine Sand. The property is located in Flood Zone X. The zoning classification prior to the date of this PUD was Agricultural (A). 2.5 Short Title This ordinance shall be known and cited as the "Collier Boulevard Mixed -Use Commerce Center Planned Unit Development Ordinance". Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 -Revised May 3, 2023 Page 5 of 25 Packet Pg. 1727 17.A.2 SECTION III - Statement of Intent and Project Description 3.1 Introduction It is the intent of this Ordinance is to establish a Planned Unit Development meeting the requirements as set forth in SectionziZv 2.03.06 of the Collier County Land Development Code (LDC). The purpose of this document is to set forth guidelines for the future development of the project that meet accepted planning principles and practices, and to implement the Collier County Growth Management Plan. 3.2 Project Description The project contains 70.2 acres and comprises a mix of two hundred and seventy thousand (270,000) square feet of gross leaseable floor area for retail and office uses on 25.3 acres, and a maximum of 846 dwelling units for the PUD. The project apse proposes four hundred and thirty-three (433) dwelling units based on a gross density of ten (10) dwelling units on 43.3 acres proposed for residential use within areas labeled Residential on the PUD Master Plan (Exhibit A) amongst other uses set forth in the PUD document. And within areas designated Commercial Mixed Use by Exhibit A, approximately 25.3 acres, four hundred thirteen (413) dwelling units are proposed, based on a gross density of 16 units per acre in accordance with the Collier Countv Growth Management Plan. Access will be provided from an existing easement, which intersects with Collier Boulevard north of the subject property and also provides access to adjoining properties to the north and west of the subject property. The project's proximity to 1-75 and Collier Boulevard provides convenient access for both proposed commercial and residential uses. 3.3 Land Use Plan and Project Phasing A. The PI-IDasteF Pfides#GF aFeas-of ea ,meFcia s+dent+al use, wateT " L The PUD Master Plan is designed to be flexible with regard to the placement of buildings, tracts and related utilities and water management facilities. More specific commitments will be made at the time of Site Development Plan and permitting approval, based on compliance with all applicable requirements of this Ordinance, the LDC and local, state and federal permitting requirements. All tracts may be combined or developed separately subject to compliance with the applicable dimensional requirements contained within this document. B. The anticipated time of build -out of the project is approximately six (6) years from the time of issuance of the first building permit, OF 2096. However, actual build -out will depend on market conditions. Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 -Revised May 3, 2023 Page 6 of 25 Packet Pg. 1728 17.A.2 SECTION IV - General Development Regulations The purpose of this Section is to set forth the development regulations that may be applied generally to the development of the Collier Boulevard Mixed -Use Commerce Center Planned Unit Development and Master Plan. 4.1 General The following are general provisions applicable to the PUD Master Plan: A. Regulations for development of the Collier Boulevard Mixed -Use Commerce Center shall be in accordance with the contents of this document, the PUD Planned Unit Development District, the adopted Activity Center #9 Interchange Master Plan (IMP) and other applicable sections and parts of the Collier County Land Development Code (LDC) and the Collier County Growth Management Plan in effect at the time of issuance of any development order to which said regulations relate which authorizes the construction of improvements. The developer, his successor or assignee, agree to follow the PUD Master Plan and the regulations of this PUD as adopted and any other conditions or modifications as may be agreed to in the rezoning of the property. In addition, any successor in title or assignee is subject to the commitments within this agreement. B. Unless otherwise noted, the definitions of all terms shall be the same as the definitions set forth in the LDC in effect at the time of building permit application. C. All conditions imposed and all graphic material presented depicting restrictions for the development of the Collier Boulevard Mixed -Use Commerce Center shall become part of the regulations that govern the manner in which this site may be developed. D. Development permitted by the approval of this petition will be subject to a concurrency review under the provisions of Division-T15 Chapter 6, Adequate Public Facilities, of the LDC at the earliest or next to occur of either final SDP approval, final plat approval, or building permit issuance applicable to this development. E. Unless specifically waived through any variance or waiver provisions from any other applicable regulations, the provisions of those regulations not otherwise provided for within this PUD remain in full force and effect. 4.2 Site Clearing and Drainage Clearing, grading, earthwork, and site drainage work shall be performed in accordance with the Collier County LDC and the standards and commitments of this document in effect at the time of construction plan approval. 4.3 Easements for Utilities Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 -Revised May 3, 2023 Page 7 of 25 Packet Pg. 1729 17.A.2 Easements, where required, shall be provided for water management areas, utilities and other purposes as may be required by Collier County. All necessary easements, dedications or other instruments shall be granted to ensure the continued operation and maintenance of all services and utilities. This will be in compliance with applicable regulations in effect at the time construction plans and plat approvals are requested. Easements dedicated to Collier County shall be given a credit for open space and the retention of native vegetation. 4.4 Amendments to the Ordinance The proposed PUD Master Plan is conceptual in nature and subject to change within the context of the development standards contained in this Ordinance. Amendments to this Ordinance and PUD Master Plan shall be made pursuant to Section 2.7.3.5 10.02.13 of the Collier County LDC, in effect at the time the amendment is requested. 4.5 Project Plan Approval Requirements Exhibit Ate, the Amended PUD Master Plan, constitutes the required PUD Development Plan. Subsequent to, or concurrent with PUD approval, a Preliminary Subdivision Plat (if required) shall be submitted for the entire area covered by the PUD Master Plan. All division of property and the development of the land shall be in compliance with the Subdivi-si ,n Regulations t f. rth ;R Section A 2 of the LDC. Prior to the recording of the Final Subdivision Plat, when required by the S �bdivi-sien R gulati,.n... et fe-41; in rn.. vaAcrrvr�raTm-rrc TcrcrvrrT� Set Section -34 10.02.04 of the LDC, final plans of the required improvements shall receive the approval of all appropriate Collier County governmental agencies to ensure compliance with the PUD Master Plan, the County Subdivision Regulations and the platting laws of the State of Florida. Prior to the issuance of a building permit or other development order, the provisions of Section 10.02.03 3.3-, Site Development Plans-, shall be applied to all platted parcels, where applicable. Should no subdivision of land occur, Section -34 10.02.03 shall be applicable to the development of all tracts as shown on the PUD Master Plan. .. . ..... ... 7 W__ Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 -Revised May 3, 2023 Page 8 of 25 Packet Pg. 1730 17.A.2 4.76 cars +-,A,- ^4GAitGFiAg o.-,,.,,.., nsPUD Monitoring L ;h„+s f8 nppFayed of j� ^4.,..+,,.- PlaRs, and _S,,,.+;,,r MG19itGFii9g ReqWiFements. One entity (hereinafter the Managing Entity) shall be responsible for PUD monitoring until close-out of the PUD, and this entity shall also be responsible for satisfying all PUD commitments until close-out of the PUD. At the time of this CPUD approval, the Managing Entity is New Magpond A LLC et al. Should the Managing Entity desire to transfer the monitoring and commitments to a successor entity, then it must provide a copy of a legally binding document that needs to be approved for legal sufficiency by the County Attorney. After such approval, the Managing Entity will be released of its obligations upon written approval of the transfer by County staff, and the successor entity shall become the Managing Entity. As Owner and Developer sell off tracts, the Managing Entity shall provide written notice to County that includes an acknowledgement of the commitments required by the CPUD by the new owner and the new owner's agreement to comply with the Commitments through the Managing Entity, but the Managing Entity shall not be relieved of its responsibility under this Section. When the PUD is closed -out, then the Managing Entity is no longer responsible for the monitoring and fulfillment of PUD commitments. 4.97 Polling Places Polling places shall be provided in accordance with Section 2.01.04 3.'�4 of the Collier County Land Development Code. 4.98 Native Vegetation The project will meet the requirements of Section 3.05.00 Division 3 a Vegetation Removal, PFGt,,,.+;GR .,r,I =eserv-atis„ of the LDC for the subject property. Vegetated areas designed to preserve native vegetation may be provided for in the residential or commercial portion of the project and may be reconfigured at the time of Final Plat or Site Plan Approval based on preparation of more detailed plans. 4.409 Open Space In addition to the areas designated on the PUD Master Plan as buffers and lakes, open space will be allocated within each subsequent development area. Open space may be in the form of landscaping, additional buffers, passive or active recreation areas and water management facilities. The total aggregate of such open space areas shall meet or exceed the open space requirements of Section'to.32 4.02.01 of the LDC. Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 -Revised May 3, 2023 Page 9 of 25 Packet Pg. 1731 17.A.2 4.3410 Archaeological Resources The developer shall be subject to the provisions of Section 2.03.07.E S"rstien 2.2.25.8.1 of the LDC pertaining to archaeological resources in the event such resources are contained on the property. 4.4211 Common Area Maintenance Common area maintenance, including the maintenance of common facilities, open spaces, and water management facilities, shall be the responsibility of a homeowners' association to be established by the developer. 4.4412 Architectural and Site Design Standards Development of commercial uses shall meet the requirements of Section 5.05.08 Architectural and Site Design Standards of the LDC, including the requirements of the adopted Activity Center #9 Interchange Master Plan. 4.1413 Signage All signage shall be in accordance with the adopted Activity Center #9 Interchange Master Plan and Seetien of the Collier County Land Development Code, as applicable. However, two (2) Identification Signs are permitted along the Collier Boulevard road frontage to identify the residential component of the project. Each sign may be thirty-two (32) square feet in area or sixty-four (64) square feet combined. 4.4&14 Off Street Parking and Loading All off street parking and loading shall be in accordance with Division 2.3 Section 4.05.00 of the Collier County Land Development Code and the adopted Activity Center #9 Interchange Master Plan, as applicable. 4.4615 Landscaping All landscaping shall be in accordance with the requirements of Division 2.4 Section 4.06.00 of the Collier County Land Development Code and the adopted Activity Center #9 Interchange Master Plan. 4.3716 Miscellaneous "Pursuant to Section 125.022(5) F.S., issuance of a development permit by a county does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the county for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 -Revised May 3, 2023 Page 10 of 25 Packet Pg. 1732 17.A.2 violation of state or federal law. All other applicable state or federal permits must be obtained before commencement of the development." Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 -Revised May 3, 2023 Page 11 of 25 Packet Pg. 1733 17.A.2 SECTION V - Preserve Area Requirements 5.1 PURPOSE The purpose of this Section is to identify development standards for the Preserve Areas as shown on Exhibit "A", the previously adopted PUD Master Plan. 5.2 PERMITTED USES Clearing for permitted uses is allowed provided that a minimum of 15.12 acres of native vegetation is retained within the PUD. No building, structure or part thereof, shall be erected, altered or used, or land used, in whole or part, for other than the following structures: A. Permitted Principal Uses and Structures: 1. Passive recreation areas. 2. Biking, hiking, and nature trails, and boardwalks. 3. Water management structures. 4. Native preserves and wildlife sanctuaries. 5. Supplemental landscape planting, screening and buffering within the Preserve Areas, after the appropriate environmental review. 6. Any other use deemed comparable in nature by the Development Services Director. Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 -Revised May 3, 2023 Page 12 of 25 Packet Pg. 1734 17.A.2 SECTION VI - Permitted Uses and Dimensional Standards for Residential 6.1 Purpose The purpose of this Section is to identify permitted uses and development standards for areas within the Collier Boulevard Mixed -Use Activity Center designated for residential development In the Residential District on the Amended PUD Master Plan, Exhibit "A". 6.2 Maximum Dwelling Units Four hundred and thirty-three (433) dwelling units are permitted within the Calla,,.- Q,.,.i,,.,aFd Mixed Use C^w.w.^Fee G_ nte.- based on a gross density often (10) dwelling units per acre for 43.3 acres designated "R" on the PUD Master Plan. 6.3 General Description The Amended P-6LB Master Plan, Exhibit A designatescl the following uses for the general use designations on said Master Plan. TRACT ACRES PERCENTAGE 1. COMMERCIAL/MIXED USE TRACTS 25.3 36% 2. RESIDENTIAL TRACTS* 43.3 61% 3. RIGHTS -OF -WAY 1.6** 3% TOTAL 70.2 100% * Includes water management and vegetation to be retained. **Commercial right-of-way only. The approximate acreage of residential areas in the R District is depicted on the PUD Master Plan. Actual acreage of all development tracts will be provided at the time of Site Development Plan or Final Subdivision Plat approval in accordance with A;t+e,le 3Division 3.3 Section 10.02.03, and Division 3.2Section 10.02.04, respectively, of the Collier County Land Development Code. Residential areas are designed to accommodate internal roadways, open spaces, recreational amenity areas, water management facilities, and other similar uses typically found in residential areas. 6.4 Permitted Uses and Structures No building or structure, or part thereof, shall be erected, altered or used, or land used, in whole or part, for other than the following: Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 -Revised May 3, 2023 Page 13 of 25 Packet Pg. 1735 17.A.2 1. Principal Uses: (a) Single Family Detached Dwellings (b) Zero -Lot Line Dwellings (c) Two-family and Duplex Dwellings (d) Single Family Attached and Townhouse Dwellings (e) Multi -Family Dwellings, including Garden Apartments (f) Adult or Assisted Living Facilities (g) Any other housing type which is comparable in nature with the foregoing uses and which the Development c,,,-,,,ces Director determines t be compatible with residential uses. Any other principal use which is comparable in nature with the forgoing list of permitted principal uses, as determined by the hearing Examiner or the Board of Zoning Appeals, by the process outlined in the LDC. 2. Accessory Uses and Structures (a) Accessory uses and structures customarily associated with principal residential uses permitted in this District, including recreational facilities, maintenance facilities and clubhouse. 6.5 Development Standards Table 1: Development Standards For Residential AFeas District Permitted Uses and Standards Single -Family Detached Zero Lot Line Two Family & Duplex Single Family Attached and Townhouse Multi -Family Dwelling R Minimum Lot Areas 6,000 S.F. 3,500 S.F. 3,500 S.F. (1) 3,000 S.F. per du. 1 AC Minimum Lot Width(2) 60 35 35 30 150 Front Yard 25(5)(8) 15 15 20 25 Side Yard L31 7.5(8) 0 or 12(4) 0 or 6 0 or 12 0 or .6 BH Rear Yard Principal 20(8) 10 15 20 25 Rear Yard Accessory 10 5 5 10 10 Maximum Building Height 35 35 35 35 35/50 (9) Distance Between Structures N/A N/A N/A 10 % SBH, but no less than 15 Floor Area Min. (SF) 1,200 1,200 1,200 1,000 600 Preserve setback 25/10(10) All distances are in feet unless otherwise noted. BH = Building Height SBH = Sum of Building Heights 1. Each half of a duplex unit requires a lot area allocation of thirty-five hundred (3,500) square feet for a total minimum lot area of seven thousand (7,000) square feet. Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 - Revised May 3, 2023 Page 14 of 25 Packet Pg. 1736 17.A.2 Minimum lot width may be reduced by twenty (20) percent for cul-de-sac lots or lots located on curvilinear streets provided the minimum lot area is still maintained. Accessory uses such as pool enclosures may be attached to principal uses and may be set back five (5) feet from side or rear property lines. 4. Where the zero (0) foot yard option is utilized, the opposite side of the structure shall have a twelve (12) foot side yard. 5. Single-family dwellings which provide for two (2) parking spaces within an enclosed garage and provide for guest parking other than private driveways may reduce front yard requirements to five (5) feet for the garage and fifteen (15) feet for the remaining structures. Side entry garage setbacks may be reduced to twelve (12) feet. Building height shall be the vertical distance from the first finished floor to the highest point of the roof surface of a flat or Bermuda roof, to the deck line or a mansard roof and to the mean height level between eaves and ridge of gable, hip and gambrel roofs. Accessory buildings shall be limited to twenty (20) feet above grade. Adult Living Facilities shall be developed in conformance with the requirements of Section 2.6.26 5.05.04 of the Collier County Land Development Code. Development standards for Adult Living Facilities shall be the same as provided for multi -family dwelling units in Table 1. The maximum number of Adult Living Facilities shall be two hundred fifty (250) units oil hP r,,,h*r;;r#Pd f themaximurn numbeF f dwelling u++ subject to the trip cap in 8.2.6. See also Section 8.2.425 Transportation Requirements of this Ordinance pertaining to 1-75 setback requirements. 50' zoned height and 58' actual height applies to the 4.49± acre parcel described in Exhibit C, Legal Description for Lot 2. 10. 25' for principal structures and 15' for accessory structures applies to the 4.49± acre parcel described in Exhibit C, Legal Description for Lot 2. Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 -Revised May 3, 2023 Page 15 of 25 Packet Pg. 1737 17.A.2 SECTION VII - Permitted Uses and Dimensional Standards for the Commercia Mixed Use PeyelepmeRt District 7.1 Purpose The purpose of this Section is to identify permitted uses and development standards for areas within the Collier Boulevard Mixed -Use Commerce Center designed for commercial use and residential use in the Commercial Mixed Use District. 7.2 General Description No commercial use may be developed until the Activity Center #9 Interchange Master Plan (IMP) is adopted by the Collier County Board of Commissioners and the consistency of the proposed uses with said IMP established. The acreage of the tracts depicted on the PUD Master Plan is based on conceptual designs and is approximate. Actual acreages of all developed tracts will be provided at the time of Preliminary Subdivision Plat submittal in accordance with Division 3.2 Section 10.02.04 of the Collier County LDC. All tracts are deigned to accommodate internal roadways, open spaces, water management facilities and other similar uses. 7.3 Development Intensity A maximum of two hundred forty thousand (240,000) square feet of commercial retail gross leaseable floor area, and a maximum of thirty thousand (30,000) square feet of gross leaseable office floor area is permitted. A maximum of one hundred and fifty (150) hotel/motel units are also permitted. Hotel/motel units shall be permitted a maximum floor area ratio of .60. While the total amount of retail and office area averages ten thousand seven hundred fourteen (10,714) square feet of gross leaseable area per acre, this intensity may be exceeded on individual tracts provided the overall intensity is not exceeded for the project as a whole. Four hundred thirteen (413) dwelling units are permitted based on a gross density of sixteen (16) dwelling units per acre on the 25.3 acres. 7.4 Configuration of Commercial/Mixed Use Area The land area allocated for commercial mixed use is 25.3 acres and is depicted on the PUD Master Plan. The boundary of the commercial area may be expanded to the southwest along 1-75, provided that the total area allocated for commercial use does not exceed 25.3 acres.' R; wel the h,.,.;d.,p of theGem be peFfflittP-81 *-A— P-A-eAd- beyond the 198HAdaFy Of the area te the nerth in the Golden Gate C mw.,,Fee Park PUD. 7.5 Permitted Uses and Structures No building or structure, or part thereof, shall be erected, altered, or used, or land used, in whole or in part, for other than the following: Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 -Revised May 3, 2023 Page 16 of 25 Packet Pg. 1738 17.A.2 1. Accounting, Auditing and Bookkeeping Services (Group 8721) 2. Amusements and Recreation Services - Indoor (Groups 7911-7941, 7991,7993) 3. Apparel and Accessory Stores (Groups 5611-5699) 4. Automotive Dealers and Gasoline Service Stations (Groups 5511, 5531, 5541, 5571, 5599 new vehicles only) 5. Automotive Rental and Repair, and Services (Groups 7514, 7515, 7521, 7533-7549) 6. Building Materials, Hardware and Garden Supplies (Groups 5211-5261) 7. Business Services (Groups 7311-7352, 7371-7379, 7384) 8. Child Day Care Services (Group 8351) 9. Communications (Groups 4812-4841, except principal transmission towers) 10. Depository Institutions (Groups 6011-6099) 11. Drug Store and Proprietary Stores (Group 5912) 12. Eating and Drinking Places (Groups 5812-5813. All establishments engaged in the retail sale of alcoholic beverages are subject to the locational requirements of Section "1� 5.05.01) 13. Engineering, Accounting, Research, Management and Related Services (Groups 8711-8748) 14. Food Stores (Groups 5411-5499) 15. General Merchandise Stores (Groups 53115399) 16. Group Care Facilities (Category I and 11); Care units except for homeless shelters and nursing home; subject to Section 2.6.265.05.04 up to 250 units. 17. Hardware Stores (Group 5251) 18. Health Services (Groups 8011-8099) 19. Home Furniture, Furnishing and Equipment Stores (Groups 5712-5736) 20. Hotels and Motels (Group 7011) 21. Insurance Carriers, Agents and Brokers (Groups 6311-6399, 6411) 22. Legal Services (Group 8111) 23. Libraries (Group 8231) 24. Management and Pubic Relations Services (Groups 8741-8743, 8748) 25. Membership Organizations (Groups 8611-8699) 26. Miscellaneous Personal Services (Groups 7211-7299 but not Turkish baths, tattoo parlors, steam baths and escort services) Q Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 -Revised May 3, 2023 Page 17 of 25 Packet Pg. 1739 17.A.2 27. Miscellaneous Repair Services (Groups 5551, 5571-5599, 7622-7699). 28. Miscellaneous Retail (Groups 5912-5921, 5932 but not secondhand clothing stores or pawnshops, Groups 5941-5963, 59925999). 29. Motion Picture Theatres (Group 7832) 30. Motor Freight Transportation and Warehousing (Group 4225 mini and self storage warehousing only) 31. Museums and Art Galleries (Group 8412) 32. Non -depository Credit Institutions (Groups 6111-6163) 33. Paint, Glass and Wallpaper Stores (Group 5231) 34. Personal Services (Groups 7212, 7215, 7217, 7219-7299) 35. Public Administration (Groups 9111-9199, 9229, 9311, 9411-9451, 9511-9562, 9611-9661) 36. Real Estate (Groups 6512, 6531-6541) 37. Retail Nurseries, Lawn and Garden Supply Stores (Group 5261) 38. Security and Commodity Brokers, Dealer, Exchanges and Services (Groups 6211- 6289) 39. Veterinary Services (Groups 0742, 0752, excluding outside kenneling) 40. Video Tape Rental (Group 7841) 41. Vocational Schools (Groups 8243-8299) 42. Multi -family dwellings. 43. Any other principal use which is comparable in nature with the forgoing list of permitted principal uses, as determined by the Hearing Examiner or the Board of Zoning Appeals, by the process outlined in the LDC. 7.6 Accessory Uses 1. Uses and structures that are accessory and incidental to the permitted uses such as signage, entrance features, and stormwater management facilities. 7.7 Dimensional Standards for °,,, w.;++ed_ USe- Commercial Uses 1. Minimum Lot Area: Ten thousand (10,000) square feet. 2. Minimum Lot Width: One hundred (100) feet. 3. Minimum Yard Requirements: r Q Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 -Revised May 3, 2023 Page 18 of 25 Packet Pg. 1740 17.A.2 a. Front Yard: Twenty-five (25) feet. b. Side Yard: Fifteen (15) feet or one-half of the building height. C. Rear Yard: Twenty-five (25) feet or one-half of the building height. d. Any Yard abutting a residential parcel: Twenty-five (25) feet. e. See also Section 8.2.12 Transportation requirements of this ordinance pertaining to I- 75 setback requirements. 4. Maximum Height: Fifty (50) feet. 5. Minimum Floor Area: One thousand (1,000) square feet for each building on the ground floor 6. Minimum Off -Street Parking and Off -Street Loading: As required in SeEtien 2.3 Section 4.05.00, LDC, however shared parking between the primary retail facility and free standing uses shall be permitted throughout the site provided the total parking area shall meet or exceed minimum parking required for combined uses. Cross -easements for shared parking facilities are required for sharing parking facilities between uses. 7. Merchandise Storage and Display: Unless specifically permitted for a use, outside storage or display of merchandise is prohibited. 8. Landscaping shall be in accordance with Sew. Section 4.06.00 of the LDC and the adopted Interchange Master Plan. 9. Signs shall be as required by Division 2.5 Section 5.06.00 of the LDC and the adopted Interchange Master Plan. 7.8 Special Use Consideration Boat Dealers Group 5551 are only permitted to display boats or similar merchandise in enclosed structures or to the rear of the principal structure behind a Type "B" Buffer as set forth in Section 4.06.02 Division 2.4 of the LDC, to provide screening and buffering to Collier Blvd. 7.9 Development Standards for Multi -family use Table 2: Development Standards for Multi -Family Use Permitted Uses and Standards Multi-Familv Dwelling Minimum Lot Areas 1 AC Minimum Lot Width(1) 150 Front Yard 25 Side Yard (2) 0 or .6 BH Rear Yard Principal 25 Rear Yard Accessory 10 Maximum Building Height 50 Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 -Revised May 3, 2023 Page 19 of 25 Packet Pg. 1741 17.A.2 Distance Between Structures .5 BH Floor Area Min. (SF) 600 All distances are in feet unless otherwise noted. BH = Building Height SBH = Sum of Building Heights 1. Minimum lot width may be reduced by twenty (20) percent for cul-de-sac lots or lots located on curvilinear streets provided the minimum lot area is still maintained. 2. Accessory uses such as pool enclosures may be attached to principal uses and may be set back five (5) feet from side or rear property lines. 3. Building height shall be the vertical distance from the first finished floor to the highest point of the roof surface of a flat or Bermuda roof, to the deck line or a mansard roof and to the mean height level between eaves and ridge of gable, hip and gable roofs. Accessory buildings shall be limited to twenty (20) feet above grade. 4. Group Care Facilities and Care Units including Adult Living Facilities shall be developed in conformance with the requirements of Section 5.05.04 of the Collier County Land Development Code. Development standards for Group Care Facilities and Care Units includin Adult Living Facilities (ALF) shall be the same as provided for multi -family dwelling units in Table 1. The maximum number of units shall be two hundred fifty (250) units, subject to the Trip Cap provided in Section 8.2.6. 5. See also Section 8.2.5 Transportation Requirements of this Ordinance pertaining to 1-75 setback requirements. Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 -Revised May 3, 2023 Page 20 of 25 Packet Pg. 1742 17.A.2 SECTION VIII - Development Commitments 8.1 Environmental Standards The purpose of this Section is to set forth the environmental commitments of the Project Developer. 1. Vegetative Preserve Areas depicted on the PUD Master Plan are permitted for open space and passive recreational use only. Vegetated preserve areas may be reconfigured provided all other applicable requirements of this Ordinance are met. All preservation areas shall be designated as Preservation Tracts or easements on all construction plans and shall be recorded on the plat with protective covenants per or similar to Section 704.06 of the Florida Statutes. 2. Environmental permitting shall be in accordance with the State of Florida Environmental Resource Permit Rules and be subject to review and approval by Current Planning Section Staff. 3. Native vegetation preservation shall conform to the requirements of Subsection 3.9�3 3.05.07 of the Collier County LDC. For this site, a minimum of 15.12 acres of native vegetation shall be retained on site. 4. An exotic vegetation removal, monitoring and maintenance (exotic free) plan for the site, with emphasis on the Preservation Area, shall be submitted to the Current Planning Section Staff for review and approval prior to Final Site Plan/Construction Approval. A schedule for exotic removal within all Preservation Areas shall be submitted with the above -mentioned plan. 5. The petitioner shall comply with the guidelines and recommendations of the U.S. Fish & Wildlife Service (USFWS) and Florida Fish & Wildlife Conservation Commission (FFWCC) regarding potential impacts to protected wildlife species. Where protected species are observed on site, a habitat management plan for these protected species shall be submitted to Current Planning Section Staff for review and approval prior to Final Site Plan/Construction Approval. 6. The applicant shall be subject to all environmental ordinances in effect at the time of development order approvals to which said regulations relate. 8.2 Transportation Requirements The purpose of this Section is to set forth the transportation commitments of the project development. Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 -Revised May 3, 2023 Page 21 of 25 Packet Pg. 1743 17.A.2 71. Within 30 days of the County's written request, Tthe developer owner shall make a fair share contribution towards the capital cost of traffic signals at the project entrance at Noah's Way and Magnolia Pond Drive when deemed warranted by the Transportation Services Director which i5 anticipated to be necessary for the efficient distribution of traffic in the general area. These signals will be owned, operated and maintained by Collier County. 8. All land development activities and future transportation infrastructure ii ... v. evements shall be consistent with the Activity Center #9 interchange Master Plan. This includes adopted access management standards/guidelines, transportation systern management (TSM) and transportation d rti and (Tnnn) strategies. 92. Access roads and pedestrian connections into the commercial area shall be open to the public in order to facilitate shared access with commercially zoned lands to the north. -03. The PUD Master Plan depicts an area in the northeast comer of the property comprising ± .22 acres that will be dedicated to Collier County for drainage improvements and the widening of Collier Boulevard. in exchange for impact fee credits in accordance with Ordinance 2000-56. Completed OR 4413 PG 3871. 314. The developer owner shall pay a fair share contribution toward the entire intersection improvements at Collier Boulevard and Magnolia Pond Drive. The develeperowner shall reserve an area sixty (60) feet in width from where the existing limited access right-of-way for Interstate 75 intersects with Collier Boulevard (County Road 951) on the same side as developer's property and parallel to the right-of-way, for the entire length of the developer's property as it existed at the time the PUD for the development was approved, for the potential future reconfiguration of this quadrant of the Interstate interchange. The reservation area may be credited by developer toward required vegetation preservation. Buildings shall maintain a seventy-five (75) foot structural setback from the existing Interstate 75 right-of-way, however, parking and drainage improvements and similar accessory uses may be located up to the edge of the reservation area. Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 - Revised May 3, 2023 Page 22 of 25 Packet Pg. 1744 17.A.2 At such time as the Florida Department of Transportation implements plans for the widening of Interstate 75 in its Three -Year Work Program, and should an area less than the sixty (60) foot reservation area be needed, the developer may reduce the structural setback from Interstate 75 to a lesser amount, subject to the maintenance requirements that may be in place at the time of such action and with the express approval of the Collier County Development Services and Transportation Divisions. However, a minimum of fifteen (15) feet shall be provided from the future Interstate 75 right-of-way. This mitigation is in addition to needed right-of-way provided for the widening of Collier Boulevard, the provision of drainage improvements for the same, and shared access and a fair share contribution to improvements to the intersection of Magnolia Pond Drive and Collier Boulevard to facilitate improved access throughout the general area. 6. TriD CaD. The maximum total dailv trip Reneration for the PUD shall not exceed 800 two-wav PM hour net trips based on the use codes in the ITE Manual on trip generation rates in effect at the time of application for SDP/SDPA or subdivision plat approval. 8.3 Utility Requirements Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 - Revised May 3, 2023 Page 23 of 25 Packet Pg. 1745 17.A.2 At the time of application for subdivision Plans and Plat (PPL) and/or Site Development Plan (SDP) approval, as the case may be, offsite improvements and/or upgrades to the wastewater collection/transmission system may be required to adequately handle the total estimated peak hour flow from the project. Whether or not such improvements are necessary, and if so, the exact nature of such improvements and/or upgrades shall be determined during PPL or SDP review. Such improvement and/or upgrades as may be necessary shall be permitted and installed at the developer's expense and may be required to be in place prior to issuance of a certificate of occupancy for any portion or phase of the development that triggers the need for such improvements and/or upgrades. Off -Site Utilities Improvements: 1. Water At first SDP, the existing off -site water facilities of the Collier County Water -Sewer District ("District") must be evaluated by developer for hydraulic capacity to serve this project and reinforced as required by developer, if necessary, consistent with the county's Water Master Plan to ensure that the District's water system can hydraulically provide a sufficient quantity of water to meet the anticipated demands of the project and the District's existing committed capacity. 2_ SPwPr At first SDP, the existing off -site sewage transmission facilities of the District must be evaluated for hydraulic capacity by developer to serve this project and improved by developer as required outside the proiect's boundary to provide adequate capacity to transport the additional wastewater generated without adverse impact to the existing transmission facilities. 8.4 Engineering Requirements 1. Detailed paving, grading, site drainage and utility plans shall be submitted to the Development Services Department for review. No construction permits shall be issued unless detailed paving, grading, site drainage and utility plans are submitted and until approval of the proposed construction, in accordance with the submitted plans, is granted by the Development Services Department. 2. A copy of the SFWMD Surface Water Management Permit must be received by the Development Services staff prior to any construction drawing approvals. 3. Subdivision of the site shall require platting in accordance with Section -34 10.02.04 of the LDC to define the right-of-way and tracts shown on the PUD Master Plan. 4. The developer and all subsequent owners of this project shall be required to satisfy the requirements of all County ordinances or codes in effect prior to or concurrent with any subsequent development order relating to this site, including but not limited to Preliminary Subdivision Plat, Site Development Plan and any other applications that will result in the issuance of a final development order. 8.5 Water Management Requirements The purpose of this Section is to set forth the water management commitments of the project developer. Text added is underlined, text deleted is struck -through Collier Boulevard Mixed Use Commerce Center PUDA-PL20210000419 -Revised May 3, 2023 Page 24 of 25 Packet Pg. 1746 17.A.2 1. Design and construction of all improvements shall be subject to compliance with the appropriate provisions of the Collier County LDC, except that excavation for water management features shall be allowed within twenty (20) feet from side, rear or abutting property lines, with side, rear or abutting property lines fenced. 2. Landscaping may be placed within the water management area in accordance with the criteria established within Sectionz-4.7.3 4.06.02 of the LDC. 3. The wet season water table elevation shall be established at the time of South Florida Water Management District permitting, which is required for the subject property. 4. An existing thirty (30) foot drainage easement located along the western boundary of the project shall be increased to forty-five (45) feet to accommodate the existing canal and maintenance access and shown on the final plat. 5. The proposed stormwater management system for the project shall provide for the six- lane condition of Collier Boulevard runoff. 6. A surface water management permit must be obtained from the SFWMD prior to any subdivision or site plan approval. 8.6 Miscellaneous Pursuant to Section 125.022(5) F.S., issuance of a development permit by a county does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the county for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. All other applicable state or federal permits must be obtained before commencement of the development. 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CCHwQZw Up= W LL W wwLL> �.Or OLL W 7 O of OJ Z S H LL W w W K Y D W W[If W Lu m Q fn o Q oW w W D J~ W m LL D z S w z c' x D S- c,J z m W 0 w m 3 2 m o m o H h' Q m� m z O a 0 W 0 Z LU Y a m 17.A.2 Exhibit B E E 0 LEGAL DESCRIPTION U 0) U) THE SOUTH ONE-HALF OF THE NORTHEAST QUARTER (NE 1 /4) SECTION 34, TOWNSHIP SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA AND THAT PORTION OF T] NORTHEAST QUARTER (NE 1 /4) OF SECTION 34, TOWNSHIP 49 SOUTH, RANGE 26 EAST, Ni a PREVIOUSLY CONVEYED OR CONDEMNED, COLLIER COUNTY FLORIDA; m AND LESS 0) THE REAL PROPERTY AS DESCIBED IN THE STIPULATED FINAL JUDGEMENT o CONDEMNATION AS RECORDED AT O.R. BOOK 1018, PAGE 383, PUBLIC RECORDS COLLIER COUNTY, FLORIDA; 00 AND LESS N THE EAST 100 FEET PREVIOUSLY CONVEYED TO THE STATE OF FLORIDA FOR ROj 0 0 RIGHT-OF-WAY BY SPECIAL WARRANTY DEED RECOREDED AT O.R. BOOK 13, PAGE R THE PUBLIC RECORDS OF COLLIER COUNTY FLORIDA. W:\1998\1998052\rld\PLTD-90210.doc Page 20 of 20 Packet Pg. 1750 17.A.2 EXHIBIT C LEGAL DESCRIPTION OF LOT 2 The land referred to herein below is situated in the County of Collier, State of Florida, and described as follows: A parcel of land located in the Northeast quarter of Section 34, Township 49 South, Range 26 East, Collier County, Florida, being more particularly described as follows: Commence at the Southeast corner of the Northeast Quarter of Section 34, Township 49 South, Range 26 East, Collier County, Florida; thence run S 88' 48' 27" W, along the South line of Northwest Quarter of said Section 34, for a distance of 100.01 feet to a point 100.00 feet Westerly of, as measured at right angles to the East line of the Northeast Quarter of said Section 34; thence run N 00' 29' 22" W parallel with the East line of the Northeast Quarter of said Section 34, for a distance of 1353.72 feet to a point on the Southerly right-of-way line of Access Road No. 2, also known as Magnolia Pond Drive, a 60' public right-of-way, as the same is described in O.R. Book 1018, at Pages 383 through 386, of the Public Records of Collier County, Florida; thence run S 87' 42' 45" W, along the Southerly right-of-way line of said Access Road No. 2, also known as Magnolia Pond Drive, a 60' public right-of-way, for a distance of 1779.28 feet to the Point of Beginning of the parcel of land herein described: Thence leaving said right of way along the boundary of Lot 2, through the following 14 courses: 1) THENCE LEAVING SAID RIGHT OF WAY S 01°40'35" E A DISTANCE OF 45.50 FEET; 2) THENCE N 89°11'13" E A DISTANCE OF 9.00 FEET; 3) THENCE S 00°21'55" E A DISTANCE OF 93.00 FEET; 4) THENCE S 89°53'30" W A DISTANCE OF 54.45 FEET; 5) THENCE S 00°48'47" E A DISTANCE OF 61.00 FEET; 6) THENCE N 88°58'27" E A DISTANCE OF 88.77 FEET; 7) THENCE S 31°34'47" E A DISTANCE OF 7.02 FEET TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE EASTERLY WHOSE RADIUS POINT BEARS S 49°50'18" E AND HAVING A RADIUS OF 261.45 FEET; 8) THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64-27,24" AN ARC DISTANCE OF 294.13 FEET; 9) THENCE S 15°28'57" E A DISTANCE OF 1.39 FEET; 10) THENCE S 02°09'41" W A DISTANCE OF 57.81 FEET; 11) THENCE N 88°52'55" W A DISTANCE OF 98.86 FEET; 12) THENCE S 89°34'02" W A DISTANCE OF 277.04 FEET; 13) THENCE N 00°18'37" W A DISTANCE OF 524.57 FEET TO AN INTERSECTION WITH THE AFORESAID SOUTHERLY RIGHT OF WAY LINE; 14) THENCE N 87°42'45" E ALONG SAID RIGHT OF WAY LINE A DISTANCE OF 369.53 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED. 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(n L O O C L (Q O a a C a O o 0 Q N Co O } O O C N +L+ (p T 0) E U) O O L O 0 Y U E N L — > w +_ 7 (0 (n co 0 N U a ca 7 0 O L r U O O co 0 0 E a> 0 c 0 O U U o CO U ui a� CL . w Q> a > 0 +�- O U (n O a C o o Co ++ L a x m m L m 0 m a E c0 V O a 0 "a O Q O 0 Q +� > J � 'X E U 00 N ton O op a 3 ca E L N a)N C 'E fn Q L U - c U (c6 co 7 a H O O Q E O O a 0 0 Co Q 0 U c• C _a C N ~ O a 0 C 0 N Q U)U a cp U U Z) O (n E m cu 0 L 0 0 N N (6 7 o � L C ; N 0 O ca C N E a U fn ca -0 Z U L Q 0 O X 'E U c N C U Co d Y U (L6 X d O L co E L E O U o � U c0 N L c " a ' U U) U) U U N O 07 � a N Q N O N L E ca a E Q' E U 'L U � Q z U U) i5 i Cl) w Cl)Rr V Z Q 0 Z Q co Z `0 r W m Cr m m a C m E 0 U C O cn N 7 07 0 C O N t H Attendee Report Report Generated: 1D/5/202211:24 Topic Webinar ID Actual Start Time Golden Gate and Collier Boulevard PUD Amendments Neighborhood Information Meeting 912 1057 0798 Host Details Attended User Name (Original Name) Yes Alyssa.Flandermeyer@kimley-horn.com Panelist Details Attended User Name (Original Name) Yes Christopher Hatton Yes Christopher Hatton Yes Becca Bond Attendee Details Attended User Name (Original Name) Yes Laura Farenhem Actual Duration (minutes) If Registered It Cancelled Unique Viewers Total Users x Concurrent Views Enable Registration 9/12/2022 17:21 53 1 0 1 5 1 yes Email loin Time Leave Time Time in Session (minutes) Is Guest Country/Region Name Alyssa.Flandermeyer@kimley-horn.com 9/12/202217:21 9/12/202218:14 53 No United States Email loin Time Leave Time Time in Session (minutes) Is Guest Country/Region Name christopher.hatton@kimley-horn.com 9/12/202217:59 9/12/202218:14 16 yes United States christopher.hatton@kimley-horn.com 9/12/202218:00 9/12/202218:00 1 yes United States beo—knind@kimley-horn.com 9/12/202218:01 9/12/202218:14 14 yes United States First Name Last Name Email Registration Time Approval Status loin Time Leave Time Time in Session (minutes) Is Guest Country/Region Name Laura Farenhem Urikaoil@earthlink.net 9/12/202217:49 approved 9/12/202218:02 9/12/202218:14 12 yes United States PLANNED UNIT DEVELOPMENT MODIFICATIONS NEIGHBORHOOD INFORMATION MEETING Golden Gate Commerce Collier Boulevard Mixed S E PT E M B E R 12, 2022 6:00 PM Park PUDA PL20210000150 and Use Commerce Center PUDA PL20210000419 BENDERSON D E V E L O P M E N T Kimley >> Horn MEETING AGENDA Welcome and Introductions The Appl Ica nt Team Review of Applications/Requests The Applicant Team Questions The Public/Guests of the Neighborhood PLANNED UNIT DEVELOPMENT MODIFICATIONS This Neighborhood Information Meeting is being recorded A copy of the audio recording will be provided to Collier County Planning & Zoning as part of this application This is not a public hearing This meeting is being hosted bythe Applicant Benderson Development Company Agents and Moderators Philip DiMaria, AICP, Kimley-Horn Christopher Hatton PE, Kimley-Horn Alyssa Flandermeyer, Kimley-Horn F - - m rE LU ,a,..tea r�I EVAFt 75 TT RRI CONTEXT Increased industrial and commercial use on the east side of Collier Boulevard Golden Gate Commerce Park PUD Approved in March 2000 Collier Boulevard Mixed Use Commerce Center PUD Approved in March 2001 Proposed modifications complement ,= County proposed zoning text and comprehensive plan amendments •l■D f � r z 7 5 ':- •l ViILVil2!Iso=UA!J:V 191D SO a C� MMLLM2. CITY GATE-BL-VD N t kY rj IF s •. • '� j DAVIS'BOUL-EVARW- 75 - muj ve- fti iW 4NJ I(_7.5BACRES �. ET 270,ODO SF 20' CANAL MAINTENANCE EASEMENT [SEE SECTION 3.4.E.5— GOLGEN GPTE CPT19L .__ _—__--_—�— 15' TYPEDEH TIBUFFERFER _i____ li li I EXCLUDED PARCEL I; COMMERCIAL I MIXED USE �I 1 1 canes GATE ca D PAAna L II ixTe�sc I 25' TYPE 'B' BUFFER I 1 FAN nmL 1 1 1 i=------ ACCESS EASEMENT ________ _ __IO_R_BOOM 2788,PQ. 12N11_ _ EXCLUDED PARCEL —Ml GPT-011eRee vwRn III 1 a� 1 gvLAR MENTS I I "1 -. ...� — EXCLUDED o RCEL ro 1 — a , I _a L� EDFPARCELG i L--- -- MAGNOLIA POND DRIVE (60' R.O W.) I /1\ 10' INTERNAL R.B, V. BUFFER fI. g1� D' INTERNAL R.p.VHUFFER b m t� I L^n i V "'I�i 25.29 AC COMMERCIAL/MIXED USE 20' TYPE 'B' BUFFER COLLIER BOULEVARD MIXED -USE COMMERCE CENTER PUD r t 9 s' 11,, A-37 T. �. IJL.» Ya�I10 vn�<I.R•�nI-v ��. i-rv3 — +^ �'� �� •� MAGNOLIA POND DRIVE (60'R.O.W-) _ _--�_------- I F- _--_ - —----�--—'------^-- 15 DRAINAGE EASEMENT f 1 20' ➢RAINAGE EASEMENT 25, TYPE -D- BUFFER 4549, PG. t➢ B ' ❑R. 4556, PE. 25U7 1 II 15' TYPE 'B' BUFFER [EXISTINGCSEE NOTE BELOW REGARDING RESIDENTIAL AKE/ UTILIZING. PRESERVE TO MEET BUFFER REQUIREMENTS) 43.3 AC 22 AC I (MAXIMUM UNITS433 UNITS; l D EWa) 1 II DRAINAGE 1 6' `dIDE BUFFER EASEMENT II 30' EASEMENT RESERVATION O.R. 4549 O O.R. 229' PG .163 PG. 1028 i I 45 DRAINAGE ACCE S AN➢ NT o 1 MAINTENANCE EAS 1 On II OR..... PG .. CO i II COMMERCIAL MIXED -USE I LAKE 25.3 AC 1 0 I 15 12 AC +1- 5 AC III PRESERVE I q NTION I i O P 4NICE I / 0 TYPE 1 - VEHICULAR 1 DART `' 6' WI➢E BUFFER IN — 1 IE RESERVATION I TIFIED HAT _RKOTI THE 25' TYPE '➢' BUFFER THE �. DED IN Rv Ilyr�RSTAre )g RIGHT. pF. _'-— PRESERVE / PE -- - WAY PLANNED UNIT DEVELOPMENT MODIFICATIONS KEY FACTS • Proposed uses are compatible with the existing development and approved uses • No increase in intensity or density of development • coca I busi nesses ready to lease space once bu i It out • Provides an additional housing opportunity for Napes SUMMARY OF REQUEST Planned Unit Development (PUD) Modifications • Golden Gate Commerce Park PUD Permit Fabricated Metal Products Use in the Commercial Mixed Use District Collier Boulevard Mixed -Use Commerce Center PUD • Permit 413 residential dwelling units in the Commercial Mixed -Use District Questions? THANK YOU FOR YOUR ATTENDANCE .-. 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M .�0 co �_QQXca) co a) W X_ N E cn (0 C O c a) C Co L a) a) O a) U p� Q a) cn .0 O L d L 3 .° C i +� L c -a a) a) 7 cn 3 _ C w L Q L~ Q M O a) +� a) •� LL a) m �' aC) E .p Q co 7 C C ° Co "'' O .� �i -0 N C O) C L a) ++ .0 Q _ O N .� -0 C Q cn o C 0 co aa) E Q C � 7 a) cn V7 •+-. a) f4 z •� a) .Q- ++ m 7 C .O p (6 Co O O = U .0 a) C C� ) .- L Q- a) - (6 a) ° C > cn m > O C N C+ Co cn m - p O .0--a) p .Q N co co N � !n N 3 a) a) O O p LL +- O L a) N ca O •p U c +=� O c� � 4 Q Y a) L C CO Co X M W Q F- C Co O C +-� > ° Q 0 N� co � a) Q � o c m C a) .o Co t N U L 7 a) 7 C 3 X O a) > p U J .4 0 0 0 c w m _ � Q���� O� (6 Y 0 O X O OW a) .0) a) Q� O ° O a) co C: C) CY)d) -Q w C 0) a) - O C a) Q .� a) C a) a) O— -o Q- ~ � Q 0 0 Q .0 m C O Q a) to D cpn U a) L Y O c N CO O 0 C Q a) O W — p O a) O U a) Q .� O p U U(n . j M cQ >, _0 C) '� C i o > L° co O QO = C N N C y O O O Q aI Coa) O C7 f 0 v 'w N v O° QC13 L o U Y L M > U- C a) a) o ++ L > Q Q C O 0 c0 H O 'i a) C6 L cn cn O a) N C CO O c0 O L o 2 .L Co U. ���0.S Oca a) N 00 ca c ca-0 p 0 d N Q CO co cm co d (D E U) U c6 Q U Kimley>>> Horn Table 1: A.M. Peak -Hour Trip Generation Collier Boulevard Mixed Use PUD ITE TRIP GENERATION CHARACTERISTICS AM DIRECTIONAL DISTRIBUTION AM GROSS TRIPS AM PASS -BY CAPTURE AM NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent I I In Out Total I I Percent PB Trips I In Out Total I In Out Multifamily Housing Mid -Rise 11 221 433 DU 23% 77% I 41 138 179 0% 0 41 138 179 Shopping Center 11 820 174 KSF 62% 38% 146 90 236 0% 0 146 90 236 Total: 187 228 415 0% 0 187 228 415 Table 2: P.M. Peak -Hour Trip Generatio ITE TRIP GENERATION CHARACTERISTICS PM DIRECTIONAL DISTRIBUTION PM GROSS TRIPS PM PASS -BY CAPTURE PM NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale ITE Units I Percent I I In Out Total I I Percent PB Trips I I In Out Total I In Out Multifamily Housing Mid -Rise 11 221 433 DU 61% 39% 103 66 169 0% 0 103 66 169 Shopping Center 11 820 174 KSF I 48% 52% 404 1 437 1 841 25.0% 210 299 332 631 Total: 507 503 1,010 20.8% 210 402 398 800 Traffic Impact Statement Page 4 September 2022 » 0 c 06 m== _ \ \ /� ( 2 / % / f / f j ° E / ® E 0 / 2 } � (3) k / k .25 %=y — f\ƒƒ/ �- % f: /= O o e 7 E E 2? c e «\ 2 9 7 2 _ m j 3 @ 3 9 5 CO e § m' R g± -a0 U a k ° > % a) co$ @ rco > 5 E e \ E o= % a)2 c § \ > E / \ >, Q E e E 2—® m 5 % E\ 2-2%\ g / a coa---= 7 a)> >E/0� Co � e f 2 2 / &$@ = w 7 / m J k/% _ / c E a) $ / \ % 0 a) a)/ a) / e 5 @ c ƒ o£ ° I LL 4 2 = > = R o 2 G : ° > ® £ 7 co % y / « $ co / 2 2\ co mo o= U G = a I E E/ \ 2\% o/ E/ 7 k d/. 5£ ^E§7 ° 2 _ /f?\ CL \ ± $ \ / $ 2 a) 2 f%/ = m / _ o ƒ / \ 0) � § / 0 > a)� c Coc� ± ± £_ \ k / a)0 k\ \ / k k§/ /EtEa) §k£ \ ® /°S /ƒk)\f \'d ƒ a) co 0 �_�% EE§ a O U) § LU 3% c 2 } f o/ x( 7 ƒ � / 2 \ » m 2 § 2 E— . o % 2 > k § ° % f 2 % % 2 \ % % / / / [ § 2 m o" E> / ) ƒ Q 2 E % c a 0 = o a) o e _ /tea/ . 04Luo9 \// \ \ / m 0 / 0- cn >+ (n >, t (1) >. - L U o) a) c 0) L N IL Co c ca c -0(� U c C ca C -ap O p N V) 2 cn Q U (a O M p V) cn U L >> N ca O U .� (� ca ca > co a) c ca U O J a) p a) ca ca > Co +� C Q ca p .. a) Co O1 �n a)c U 7 O U ca +, U aL-+ a-.0 O 0) L i m L C C O 06 p m (a oUO n Ua) O p O ~0E o o a) J O M� d U 0 aO) o 0 C y L> O c6 U cLn L � J p -� a)p QL L --r .E p D E U > a) a) ca +� a) c O ca L Q 7 C c ca d a) L O a) U " a) a) >>> c L U O o O- U) L o a) (per �i /c�� m ❑ ❑❑❑ o 0 0 0 Q ca rt+ o> U L C C) C Q U a) E C a) a) O O O cn L E L (n o O E C: ocUoa L o c L O M o 0 0 om a) 6 cn a O ca ogw C) Oa) Qca owL- _ Y > U) o °dcn a > cY ?m c a� °a)U > a a a >> y Q (a Q O O C) d 01 Q) C O O O a)> oU t o O a) c (a U U � C C C c H O tLn o a) > O -0a) a) a) Y C N O 6 L O g m m a-c O> cn 0 0 0 c V c C C > a) a) c6 a) a) O O M d ca ca fC4 CLz ca C C C N fC4 a) i U t L .� O O C rn p C can U ram+ a) cn O > ❑ U U' U L O O O > a- c O N p c a) c E E E E E E z uUi N uUi a O= LLI ° N cn Y c°'i E ca o 0 0 0 0 O U c m E M ns N ca L O 7 O m C o >i ots ots o coi U coi U coi U o C M a) O o O O O cn C � = -0� Q cI ca ca U ca a) m L J ( CM M .� m aci ° a) Y o O U a�i .c L ca ca >>>>> ca ca ca cn C > > 'ram--i > E C a) a 0 Y Q i cia E Q c a) a) a) a) a) m o a) a) a) w O 7 � C � 7 � c a O i cia w O O Q a) X l a) a) L U a) C 0 0 0 0 0 U (a U a) 0 0 Q a) R >+ E O cn a) U) 1 > a) M L a) O __ V) C O m m m m m cn m m O Q m U <n � M� a,) o L ^� V rt+ rt+ O 'D ca U C L L O O L L L O O O Co L L O O Q U) V) U) L O O ca j a) Q p CO .O C p O a) p L a) c a) a) a) a) w C z > U a) O Q `+ / Oo U OCo (n cn � O O U U O O O U U U O O U U U Q U Q U Q p O E O ca U p N a) O Q c 0 a) H H Q N co � C O N C N M y cn N X M a) O U O 0 O 0 O a) z pE O 7 E 00 cn Q H Q 0 d° 0 m o o E aD co d U) U co n co Kimley>>> Horn Table 3: Study Network Table Collier Boulevard Mixed Use PUD SERVICE VOLUMES PROJECT VOLUMES STUDY NETWORK DETERMINATION LOS SERVICE PROJECT ID # ROADWAY FROM TO EXISTING LANEAGE VOLUME DIRECTION PROJECT TRAFFIC ASSIGN. PROJECT TRAFFIC VOLUME TRAFFIC % OF SERVICE WITHIN STUDY NETWORK? PEAK HOUR DIRECTIONAL VOLUMES VOLUME 34.0 Naples Lake Boulevard I Davis Boulevard I 6D I 3,000 I Northbound I 13% I 52 I 1.74% I N Southbound ° 13 /° 52 1.74% N 33.0 Davis Boulevard I-75 8D 3,600 Northbound 30% 121 3.35% Y Southbound 30% 121 3.35% Y Magnolia Pond I Northbound I 65% I 261 I 7.26% I Y 32.3 Collier Boulevard 175 I Drive I 8D I 3,600 I Southbound I 65% I 261 I 7.26% I Y 32.3 Magnolia Pond Drive I Golden Gate Main Canal I 8D I 3,600 I Northbound I 33% I 133 I 3.69% I Y Southbound ° 33 /° 133 3.69% Y 32.2 Golden Gate Main Canal Golden Gate Parkway4D 2,300 Northbound 29% 117 5.07% Y Southbound 29% 117 5.07% Y 32.1 Golden Gate Parkway Green Boulevard I 4D I 2,300 I I Northbound I 18% I 72 I 3.15% I Y I Southbound I 18% I 72 I 3.15% I Y Northbound I 17% I 68 I 2.28% N I 31.2 Green Boulevard Pine Ridge Road 6D 3,000 Southbound 17% 68 2.28% N Eastbound 16% 64 1.95% N 16.2 Davis Boulevard Collier Boulevard Radio Road 6D 3,300 Westbound 16% 64 1.95% N Madison Park Eastbound I 6% I 24 I 1.34% I N 71.0 I Radio Road I Davis Boulevard Boulevard I I 4D I 1,800 I Westbound 6 I ° /° I 24 1.34 ° I /° N 22.0 Golden Gate ParkwayCollier I Boulevard I Sunshine Boulevard I 4D I 1,980 I Eastbound I 10% I 40 I 2.03% I N Westbound 10% 40 2.03% N 17.0 Golden Gate I Boulevard i Wilson Boulevard i Collier Boulevard i 4D i 2,300 Eastbound 4% 16 0.70% N I Westbound 4 I ° /° I 16 0.70 ° I /° N Source: Collier County 2021 Annual Update and Inventory Report (AUIR) Project traffic is based upon the highest trip generation peak -hour (p.m. peak -hour) Traffic Impact Statement Page 12 September 2022 O O N E 0O O U E N O Fo 7 IL O ° co L Y ~ p �O cn Co ° �' ° �' ° c) >1 -0 > p -0 L p a) a) L W a) �' > O O L � � 0 U L -a W Q > Y L C" C O° ° - j C ?i U 5 c0 (6 X C 0 L x U OU OU C_ > a) Q Y -2 OL C O y C QL O U a) o ) M cn M p Q La) t c6 cnco C(np Q m0LO aQQ.. a6 t N O CoQ+ QL o ° C A N � p `C LL a) 1l +O O CD �M 3 a) Y pm ° C O a) a) co X LL Q co Ua) O U° p c) p p: - o �C •co .c °Oyco-- C i = La) d 0) L Q n C > , O > M O 4-- 0 acE c a) LpUL Q L_0 Q W a) O -0 0-0 Q Z co U cn M N 6 I p a) ° U) C aa)(nC (a cn ��,�,����, Q-0 OBO��a) J >i Y cn U a) Co a) to E C — � (6 -o O p N — M U y C c H — C ca to a) C Q- O O� N Q C O> .� Q p U Co O O ca 0Q�yO a) LL U)Oc O -� c cn > � 0- O > E p °U C ON O C U> O c6 a) W c co cn c +-' c N M V co O �C L N y X m X (6 �O C a) Y L a oQ o y m n U° n3 o Co a) a) C a) a) .y Q O-0� c a) > a) cn L a) L Co _ p Q> > Y p m E �O _ E Q Q a) OU a a) � Co Co a) O N0- O p O p Q a) �_ a) U L y 0 7 a)a) .0 N C �i O u Q "U U°> E E O 06 ° Y L — 5-pCO U C 0 M O tO 6 x > aCY) - >O M° ct) a) c Q i cn — > c6 O C m U p y a) a) O c/) = p a) C~ Q a) p (6 p p L M ` O LL 0 p _ a) C > C C •C y p y = p L C .L. ,a) `� uj O ca C) o � o_ ° ° Co U ca 0 U° m a)° �. a) a) E � o °' > c ° > p c a o ° ,c c c cv C O � C C QQ LL O N � p co CL N y ° Q(6 �6 O NU7 CC —p Co X p > O cn co Na) L N Q L O Z i U 0 C O c O O N a) L Co a) a) O X �, a) 0 y L a) p 0� LLI a 0 0i.= C �2Zo u-0 3� w co a° CL 0 J m N N 0 N N O_ ) co c N U) U co Q E U Kimley>>> Horn Table 4: Existing A.M. Peak -Hour Intersection Analysis Summary Collier Boulevard Mixed Use PUD Max v/c ratio Overall Approach LOS Eastbound Westbound Northbound Southbound Intersection Control Type LOS EBL EBTIEBR WBL WBTIWBR NBL I NBT I NBR SBL I SBT SBR Collier Boulevard & Magnolia Pond Drive Signalized D 0.81 1.33 0.78 0.43 0.88 0.34 0.36 0.26 0.87 0.63 E F E D E B B D C C Collier Boulevard & City Gate Boulevard/Noah's Way TWSC * _ _ 0.12 0.01 0.21 B C B *Unsignalized intersections do not have an Overall LOS. Table 5: Existing P.M. Peak -Hour Intersection Analysis Summary Max v/c ratio Overall Approach LOS Eastbound Westbound Northbound Southbound Intersection Control Type LOS EBL EBT/EBR WBL WBTIWBR NBL NBT NBR SBL SBT SBR Collier Boulevard & Magnolia Pond Drive Signalized C 0.75 0.73 0.97 0.61 0.92 0.65 0.13 0.28 0.35 0.05 E E F E F B B E B B Collier Boulevard & City Gate Boulevard/Noah's Way TWSC _ 0.40 0.01 0.44 D B E *Unsignalized intersections do not have an Overall LOS. Traffic Impact Statement Page 16 September 2022 _ » G w& E c a 2 $ ° E i f \ / / / \ \ E ^ 3 § c k £ / / \ § 0 2 \ cn § >, m § -E .0 / 2 ) Co 3 ° _ ƒ 3 > \ _ \ 3 0 E / $ a ° j CL 2 / » \ / c k & E J= f w§� w 7 0 §°f�: < / °$ ° R% c/ O § 0 £ e c % R CL § k k ' co < Co\ 2 3: m/$ -0 CL co7 3 $ / § _ 0 2 Ca N Co S 0 7 5 Eo -0 d a E§ E 0 e 2 o 0§ 2 0 0 E CO CO o % ƒ * E \ / 2 / % \ E 0 2ƒ\ e CO c m m R S° (Enm=» 7\ 7 2 / 2 \ \ f % \ 2 \ ƒ / k \ 0 a)0 g e / = e q � _ cn cmc x > _ / / \ �0 / % \ f § \: k . 0 3 _ \ ƒ 0 7 7 m o o /ƒ /f }/ /_cu g / z / \ % ƒ 0)c 2 7 E o 3 E c o/ 0 o m cc 5 / § E 7 = 2 \ / 2 / c CL 2 1 E 2 12 o _» E f� f //\ CL E a) \ ;c; / / \ \ k 0 / COk _ ® 2 / & & f / \ / / \ / m $� A m g 7 5 E-i / _ 2Lfi zca / R N" »� Lu / ƒ / / / / / / / 7 00 \ / m / Kimley>>> Horn Table 6: Existing Peak -Hour Roadway Analysis Summary Collier Boulevard Mixed Use PUD ROADWAY CHARACTERISTICS PEAK HOUR 2022 PEAK HOUR VOLUME PEAK LOS ID # ROADWAY FROM TO LANEAGE DIRECTIONAL DIRECTIONAL GREATER THAN DIRECTION STANDARD SERVICE VOLUME' VOLUME LOS STANDARD? 33.0 Davis Boulevard 1-75 8D Northbound E 3,600 2,3592 No Magnolia Pond 32.3 1-75 8D Northbound E 3,600 1,901 No Collier Boulevard Drive Golden Gate 32.3 Magnolia Pond Drive 8D Northbound E 3,600 1,849 No Main Canal Golden Gate 32.2 Golden Gate Main Canal 4D Northbound D 2,300 1,866 No Parkway Green 32.1 Golden Gate Parkway 4D Northbound D 2,300 1,420 No Boulevard - Collier Boulevard Access A 2U Westbound D 800 169 No Magnolia Pond Drive Access A Noah's Way 2U Westbound D 800 169 No 'Obtained from Collier County 2021 Annual Update and Inventory Report (AUIR). 22021 Peak Hour Peak Direction Volume obtained from Collier County 2021 Annual Update and Inventory Report (AUIR) was grown by 4.36% and utilized for the 2022 Peak Hour Peak Directional Volume because p.m. peak -hour intersection turning movement counts were not collected on this segment. 3Magnolia Pond Drive data is not provided in Collier County's AUIR. The LOS Standard and Peak Hour Directional Service Volumes were assumed based on similar roadways in Collier County's AUIR. Traffic Impact Statement Page 18 September 2022 U L K cn O w t-0 E O IL C o �� 0 C _ > 7 Fo ° CO(U n3 u' ° ° aiL �� Q -0 C C E `� m � o � > � - Q ° 0 =a M " 0 � � X M X O(n m O q U= >, �� aUsc C C � m z'� � O O_ moa) N a) LL L CL -0~°E> cu cCL a (a cOC\j O C Qp (a a) a) U-0 >, E> 0 O W Y Y O L 0 0 0 0 0 '7 N L Q O (n E a) -a E W � .. N O O Q a) 2 Q +� O U U � U (6 o M > L N E ° C am C ca O E U J 'U (a -0 7 C E a) O °' Q C ° '(n 7 Q a) O o p O °- O E E E C a) O7 Co >-a (a 0 ° L Y > O � E O O O E p ca L CU _r_ =5 > Q E ca ° x > E m a) ca Q �' fn O 0 C uj X L n3 ca O c6 Q Q L O 7 O C `0cn a ca -0 ' a) O C. :Er 0 o Oca O O O - O 0 ma E (c Q- U a) U) O L ca 0 0 O C m C UO O aN -a _Uco _ ° a) O ' V° O p 07 M a) a) 6 Oco O -0 Co 0- cn L (n > a) a) ca m ° ° ° C m a) on • S.. m0 cm ( Qo a) O Q N 7 > " a)tYo U (n E vi C O OL 0 U > (n _ O >i � ca � O O_ o a) p +� ca U CL ° a°i o c a`�i a n3 .� o M 0 0 Q: a)" Z3(n o � 5 0 0 E Y ° C O N +� O L i 0(n o= co E° a) (a Cm E ca Co ca O m � - = m m >., L a) ca a o (a O Co E ca C C ca c a) Q ca ca ca Co E L CL U Q C ca o C LL c- O C) C ca U) ° (n _ O O L t O (>Q ca a) C a) N C Q U Co C r= U O Ne C a) •� O L O ca c a) ca (n z O (n OCo E o O 0)7 N 0) Q a) (a ca Q a)— (n Q p 0 5 L m C a) 7 is Co .� m co a) >> > O 0 O .= O O7 O O7 � ca Co 06 a) a) a) Z ° ca 06 a o 06 a) cL>a .� a) >Co N -0 ca C O CO a) CM � 0 a) a) 0 a) 00 cn 7 Q LL O 7 m O O C O L U) O O O H L0 /^O LL L O CCU cU) cU> Ya°i U > ° L 0 a) oCo « O O ° Ca « LL ° > O L Q 2 :� O (n •>i ` C Q C O •O ca a) �- > otS o M ca W C O U J a) a) a) CoCO Co a) U U N N O0 p .� O 0 c— O L � Y o— O— O •ca O- O- QL ca Q LLC� O m o= a) � L> °° o ff O m m L> C H O m U � U m (D rn co d c m co U ca Q E U H Kimley>>> Horn Table 7: Background A.M. Peak -Hour Intersection Analysis Summary Collier Boulevard Mixed Use PUD Max vlc ratio Intersection Control Type Overall LOS Approach LOS Eastbound Westbound Northbound Southbound EBL EBTIEBR WBL WBTIWBR NBL NBT NBR SBL SBT SBR Collier Boulevard & Magnolia Pond Drive Signalized E 0.83 F 1.62 F 0.87 F 0.59 C 0.9 F 0.35 B 0.37 B 0.27 C 0.92 C 0.68 C Collier Boulevard & City Gate Boulevard/Noah's Way TWSC 0.14 B 0.02 D 0.25 C *Unsignalized intersections do not have an Overall LOS. Table 8: Background P.M. Peak -Hour Intersection Analysis Summary Max vlc ratio Overall A roach LOS Eastbound Westbound Northbound Southbound Intersection Control Type LOS EBL EBTIEBR WBL WBTIWBR NBL NBT NBR SBL SBT SBR Collier Boulevard & Magnolia Pond Drive Signalized C 0.77 0.74 1.02 0.64 0.97 0.69 0.14 0.29 0.37 0.06 E E F E F B B E B B Collier Boulevard & City Gate Boulevard/Noah's Way TWSC 0.50 0.02 0.60 E B F *Unsignalized intersections do not have an Overall LOS. Traffic Impact Statement Page 22 September 2022 IL C O O O a) c a) cn c U N 'o ca is a� O N ca ca cCL in L D O, O _ O i E o _ E Q cn > ca a "' x U (a `mmm OC) O a) N > a) O c >L c .U— O a p p) O co C c O C1 U (a Ec � o p c a Capi)- tm a) Itf o U c 0 OU U ._ �m �= >o co a) 'E L O a CY a OE a a) E U — p Co a) CCLca) >U o 0 o = cn O c ca o o a) E C L c U) cQ- m c E E co 2 •- 9 o c o a > L > 00 o rn Co co a) E >_ o co E C) CO E a) E V o >' �' L ° L �' Eco co cn 3 0= w � 0) c L Co C m c U E m ca v) O c4 O- 0) cm O L � .. C1 a) E C ui = p O y ca U V co O L O cn a) L L 6 C2 O Q CoUm Z 0 �O d= L L 0a)n cn O O Uo O Q= t >, a > 00 m c :n o a Co J U L a) o O (a a) L O a) Q O .O_ L a) O > p O- p Q U 7 C 00 a a) Co O N C O o p L U U) ca O Co •� a) a) O a) V! N X M 0 o c a) ZZ i O O m a) a) CM 0 0 C ca ca O o> O Coca co J + I ca ca L O > •C � CY) a) C cn cn 0) c c ca 0 0 0 7 _ � N L~ .Q > = FL U p � a > � .0 Cl o y y > Q N 06 •U >i 06 � ca L-0 Co co _ O N >+ O ca p -0 C E 7 -0 . N CO c6 � O C C � co ca a) O +� O , O a) O � -p = O p L C C1 0 T i _ O o L O Cl a) U .i Y CoU a) a) O O .� O c� C) o a) a) Q' Q' 0 0 0 O O O O O- a L E a) CE O cn a) CO .r m m o a) a _ o .� a) ca ci ca 60 o c E U U `a E L U rn o a) E (a a) _hc0 a) c OU Q -0> " E O Q O w / C) y <C cnU " y= "?� (n(n Co =3 Q Co �L m Q a m a ca 0 M N N rn co CL 65 U (a Q E H Kimley>>> Horn Collier Boulevard Mixed Use PUD Table 9: Background A.M. Peak -Hour Intersection Analysis Summary with Community Planning Act of 2011 Assumed Improvements Max v/c ratio Control Overall Approach LOS Community Planning Act of Eastbound Westbound Northbound Southbound Intersection Type LOS 2011 Assumed Improvements EBL EBT EBR WBL WBT/WBR NBL NBT NBR SBL SBT SBR 1.) Additional NBL turn lane Collier Boulevard & Magnolia 0.68 0.08 0.93 0.78 0.49 0.77 0.36 0.38 0.27 0.78 0.57 2.) Additional EBL turn lane Pond Drive Signalized C D D E D D D B B D C C 3.) EBR turn lane 4.) Permitted + Overlap EBR turn 1.) Signalization of Intersection 2.) Restripe additional NBT Collier Boulevard & City Gate Signalized A 0.69 0.39 0.06 0.89 0.51 lane Boulevard/Noah's Way C A A D A 3.) Restripe existing shoulder for NBR lane 4. Restripe for WBL turn lane Table 10: Background P.M. Peak -Hour Intersection Analysis Summary with Community Planning Act of 2011 Assumed Improvements Max v/c ratio Control Overall Approach LOS Community Planning Act of Eastbound Westbound Northbound Southbound Intersection Type LOS 2011 Assumed Improvements EBL EBT EBR WBL WBT/WBR NBL NBT NBR SBL SBT SBR 1.) Additional NBL turn lane Collier Boulevard & Magnolia 0.41 0.05 0.41 0.82 0.59 0.72 0.73 0.15 0.29 0.37 0.06 2.) Additional EBL turn lane Pond Drive Signalized C E D D E D E C B E A A 3.) EBR turn lane 4.) Permitted + Overlap EBR turn 1.) Signalization of Intersection 2.) Restripe additional NBT Collier Boulevard & City Gate Signalized A 0.80 0.68 0.07 0.91 0.27 lane Boulevard/Noah's Way D A A E A 3.) Restripe existing shoulder for NBR lane 4. Restripe for WBL turn lane Traffic Impact Statement Page 24 September 2022 E IL ƒ % o 3 7 2 / 7 2 £ \ cu § \ \ \ ) o / _0 Co \ \ / ° co c j / � k & co a)/ $ % k 2 $ 2 / 7 m § \ / e § � / \ ƒ \ co S / & / o k /. / >2 E £ / f / E E CO0 § o � ƒ f m e % § �� \ \ ) / a m @ e § @ % o E m 7 \ \ 7 % - Q § ' / \ = g �§§\/\/ \/ c m R a) coE § c ƒ £ c J cn § 3 / 0 / = k / / ƒ § E Q=/ c a = Co R / \ 2 § a)/ \ § e U 2 E k / ) - o O = 3 / a')\ m U k 0 \ \ / / 2 e\ o 2 f = o / f G/ a) 2 \ m E/ 7 » f o LL% § % f 0 % w /_ / a / / / / / E k 0 / \ § ®d £ / 3 O c 5 f -j % 2 c 2 2 / \ / -0 / m / 2«$ c \ f 0 f 0 Co / j E / m \ / Kimley>>> Horn Table 11: Background Peak -Hour Roadway Analysis Summary Collier Boulevard Mixed Use PUD ROADWAY CHARACTERISTICS BACKGROUND PEAK HOUR 2022 PEAK VOLUME 2024 PEAK PEAK LOS DIRECTIONAL HOUR TRIP GREATER ID # ROADWAY FROM TO LANEAGE HOUR DIRECTION STANDARD SERVICE DIRECTIONAL BANK THAN LOS VOLUME' VOLUME DIRECTIONAL STANDARD? VOLUME 33.0 Davis Boulevard 1-75 8D Northbound E 3,600 2,3592 313 2,672 No Magnolia 32.3 1-75 8D Northbound E 3,600 1,901 318 2,219 No Collier Boulevard Pond Drive City Gate 32.3 Magnolia Pond Drive Main 8D Northbound E 3,600 1,849 318 2,167 No Canal Golden 32.2 City Gate Main Canal Gate 4D Northbound D 2,300 1,866 241 2,107 No Parkway Green 32.1 Golden Gate Parkway 4D Northbound D 2,300 1,420 49 1,469 No Boulevard - Collier Boulevard Access A 2U Westbound D 800 169 - 253 No Magnolia Pond Drive Nooah's Access A 2U Westbound D 800 169 253 No Way 'Obtained from Collier County 2021 Annual Update and Inventory Report (AUIR). 22021 Peak Hour Peak Direction Volume obtained from Collier County 2021 Annual Update and Inventory Report (AUIR) was grown by 4.36% and utilized for the 2022 Peak Hour Peak Directional Volume because p.m. peak -hour intersection turning movement counts were not collected on this segment. 3Magnolia Pond Drive data is not provided in Collier County's AUIR. The LOS Standard and Peak Hour Directional Service Volumes were assumed based on similar roadways in Collier County's AUIR. Traffic Impact Statement Page 26 September 2022 = e e g o e y == e \ / ( / / c < / / 2 0 E \ 2 0 Co § 2 o E e � ._ § / § 3 2 G c E c o c 3 - % 7 Co : f 2 � e $ — / e » / o: \ 2 2 k j \ % \ 7 § v / $ E co \ 0 a)o £ d_ 7 E 0 2 % Co 2 \ \ e/ 2 2° coC C L 2 co / ® CL 5 ■ m O \ $ ) / § E R 2 c = 2 > % c = 7 o \ &� _ E 5 E > > Co \ k / \ 2 § E / / 0 f 2 2 o c� Eƒ\ k c _0 co ( f Q 2 7 7 Co / CL @ 0- o m = = m'x Co c E e / m * ( � 2 f m 7 = = = = m 2 � 5 � Co = c o o m° g= m 3%$ 7 e o = 2 2 7 m E§ O 2$_ _ c e = 2� 0 2 \ f // \/ / � E / _ \ 0 § 2 o m % » — & _ M o c � » m & 2 \ / k k CO f = Co n co ) / ° § � >5/> // C 2 .2f a% 2 0 co co _ Co7 W CD/ e 0 % e > - \ / 2 * __ % c c 2 \ = \ \ \ \ § k $ 5 k 7 � 2 £± . c f E c/ IM � %: CL 2 / / % / 7 / . ƒ \ § c = % Q »\3 f 2/ e c m 0 / / 2 k \ g== n f $� ® E / �� } = = \ / / $ � / \ \ / / / q t \ k : ( % 2 (n: / 2 \ � f ) > \ c / e / o o o 3 k = ƒ \ § / � 2 k co k co 2 § NCO% 0) 0 / 2 Co j E / m § cm Kimley)))Horn Collier Boulevard Mixed Use PUD Table 12: Buildout A.M. Peak -Hour Intersection Analysis Summary with Community Planning Act of 2011 Assumed Improvements Max v/c ratio Overall Approach LOS Community Planning Act of Eastbound Westbound Northbound Southbound Intersection Control Type LOS 2011 Assumed Improvements EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1.) Additional NBL turn lane Collier Boulevard & 0.77 0.10 1.26 0.80 0.68 0.83 0.35 0.37 0.27 0.83 0.72 2•) Additional EBL turn lane Magnolia Pond Drive Signalized D D D F E E* D B B D C C 3.) Exclusive EBR turn lane 4.) Permitted + Overlap EBR turn 1.) Signalization of Intersection Collier Boulevard & City 0 0 0 0 0 0 2.) Restripe additional NBT lane Gate Boulevard/Noah's Signalized A _ A A C C A A A A D D A A - 3.) Restripe existing shoulder for Way NBR lane 4. Restri e for WBL turn lane *Max v/c ratio and approach LOS listed is for the shared WBT/WBR lane Table 13: Buildout P.M. Peak -Hour Intersection Analysis Summary with Community Planning Act of 2011 Assumed Improvements Max v/c ratio Overall Approach LOS Community Planning Act of Eastbound Westbound Northbound Southbound Intersection Control Type LOS 2011 Assumed Improvements EBL I EBT I EBR WBL WBT WBR NBL I NBT NBR SBL SBT SBR 1.) Additional NBL turn lane Collier Boulevard & 0.81 0.06 1.05 0.82 0.74 0.86 0.75 0.16 0.29 0.49 0.43 2•) Additional EBL turn lane Magnolia Pond Drive Signalized D E D F E E* D C B E C C 3.) Exclusive EBR turn lane 4.) Permitted + Overlap EBR turn 1.) Signalization of Intersection Collier Boulevard & City 0.00 0.80 0.73 0.07 0.91 0.30 2•) Restripe additional NBT lane Gate Boulevard/Noah's Way Signalized A A D A A E A - 3.) Restripe existing shoulder for NBR lane 4. Restripe for WBL turn lane *Max v/c ratio and approach LOS listed is for the shared WBT/WBR lane Traffic Impact Statement Page 30 September 2022 = c=�% g 3 c 2 _ i £/ 7 15 o C 3 m 7§ ° E ^k 7 // ^\ 2 f 0 c -0> 2= 0 \// \ o k\ o k k / k E\co CN _ o \ k/ f m E k §\ m ' o _ @ % o ± \ E § § k G k / \® 4 % 7 E $ \ c 3 2 0)o »� _ _ E o /E/ 0NC/ §® _m 2 2 2 \ 5 7/ U® c c[ \ ( f c m = a_ 3 f a 2 e - / / / E f f 2 .0 / e n G o g = c @ n 2 \2/ L) /f Q (n m $ & « \ ± � c q&$_ = E 3 M/ E@ 2/2/ee k 0/ o > E c im / \ \ f / / 2 / Co�_ ± k e® o / 6 f ƒ)■CL / 0 E / / / 2 Co E / \ f / Co _ c' 2> E: m k 7 W ) / k 9 0 2 0 c g= c 3 g 7 ± x a f & _ E Co \ / $ \ % 5 % 2 / / 5 2 G / 2 » \ § W k $ = 2� w % C - e > ° � CL 2 �C S c 2 § $ E\} f 7« = c c a . o \ § � \ \ / \ / :> ' _ « o c o c c 2 2/$ 0 E\ k 3 k 0 -/ // \ 2 0 f m\/ 9 o U \§ 7 c a 0 m c 0 D a) CL' " M 2/ 0 / \ E E / % § % f \ \ E \ 2 / \ \ \ § § / k k 0 2 \) \ c % / 2 . [ �� \ % d % k /7//\ co /§k7/ //0 j E / m e / Kimley>))Horn Collier Boulevard Mixed Use PUD Table 14: Buildout A.M. Peak -Hour Intersection Analysis Summary with Community Planning Act of 2011 Assumed Improvements and Project Mitigation Max v/c ratio Community Control Overall Approach LOS Planning Act of Eastbound Westbound Northbound Southbound Intersection Type LOS 2011 Assumed Project Improvements Mitigation EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1.) Additional 1.) Additional NBL turn lane EBR turn lane 2.) Additional Collier Boulevard & 0.77 0.10 0.72 0.79 0.66 0.85 0.35 0.37 0.27 0.82 0.72 EBL turn lane Magnolia Pond Drive Signalized C D D D D D* D B B D C C 3.) Exclusive EBR turn lane 4.) Permitted + Overlap EBR turn 1.) Signalization of Intersection N/A 2.) Restripe Collier Boulevard & City additional NBT Gate Boulevard/Noah's Signalized A 0.00 0.69 0.42 0.06 0.89 0.52 lane Way A C A A D A 3.) Restripe existing shoulder for NBR lane 4.) Restripe for WBL turn lane *Max v/c ratio and approach LOS listed is for the shared WBT/WBR lane Traffic Impact Statement Page 32 September 2022 Kimley>>> Horn Collier Boulevard Mixed Use PUD Table 15: Buildout P.M. Peak -Hour Intersection Analysis Summary with Community Planning Act of 2011 Assumed Improvements and Project Mitigation Max v/c ratio Community Control Overall Approach LOS Planning Act of Eastbound Westbound Northbound Southbound Intersection Type LOS 2011 Assumed Project Improvements Mitigation EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1.) Additional 1.) NBL turn lane Additional 2.) Additional EBL EBR turn Collier Boulevard & Signalized C 0.81 0.06 0.60 0.82 0.74 0.87 0.75 0.16 0.29 0.49 0.43 turn lane lane Magnolia Pond Drive E D D E E* E C B E C C 3.) Exclusive EBR turn lane 4.) Permitted + Overlap EBR turn 1.) Signalization of Intersection N/A 2.) Restripe Collier Boulevard & additional NBT City Gate Signalized A 0.00 0.80 0.73 0.07 0.91 0.30 lane Boulevard/Noah's Way A D A A E A 3.) Restripe existing shoulder for NBR lane 4.) Restripe for WBL turn lane *Max v/c ratio and approach LOS listed is for the shared WBT/WBR lane Traffic Impact Statement Page 33 September 2022 w = O E O (A2+(1) d '" N 3 U y �a d c 1 1 3o 2 .0 L N AWN y O = E 5 rpIr r r N> a 4~ 4 y O O L o a 1 + eI t E I C _ E = L 1 L 1 E E E(A O y > O `-' 4— 2+(1) N 4— 3 � a = CL E `► r 1 `► r 1+ (1) .3 N E 2',F N N d •'oo Ea E Q Q �cm— H a 1 r 1 r r 2 r •E y C c N 4 4 O m CL O d — O 1 + `1 L a a a U L 1 L 1 4— 2 ,1 N 4— 3 E r l r 1 O m CD r r CD x W 1 O L >co cu O C a 0- .O co Z O �-2 co i O .O > L m m 023 co — O 0 O U m 0 C-6 N ccu J O (D E Z Q= O J � O c Ca E E a C oZ ai QC � N E N a) J ) Q � � O J O = E o E Q m Z oN CM � O U N O LU U d X X X N N 0 N N E CD co N cm cm d c E U c6 Q E ILƒ\ o = 2 j / Co / 2 3 \2 \ � q R 7 = / \ / § \ o 7 k ( / \ § � \ / 7 = Co !E R f f / a )Co §coD % ƒ § kƒcn — U > O CU25 ■ 0 % R � 2 5 / E k / k ca « $ § e > / / ¥ �=2 c 0 % / (m In LP\ / / / emo c 2e /o 2 \ 2' q = R k// � 0 2 / / / / k k =3 E m 3 / 2 / 2 3 ■ k co : / / / Co E ƒ E c \ / / \ E CL /� * \ co Co 0CL . /Co § / \ / e 3 \ = c � / E / 0 �/o / ƒ CO a) 7 CO /co\ \ / m LO k 2 Kimley>>> Horn Table 17: Buildout Peak -Hour Roadway Analysis Summary Collier Boulevard Mixed Use PUD ROADWAY CHARACTERISTICS TOTAL BACKGROUND PEAK HOUR BUILDOUT VOLUME 2024 PEAK PEAK LOS DIRECTIONAL PROJECT 2024 PEAK GREATER ID # ROADWAY FROM TO LANEAGE HOUR DIRECTION STANDARD SERVICE TRAFFIC HOUR THAN LOS VOLUME' DIRECTIONAL DIRECTIONAL STANDARD? VOLUME VOLUME 33.0 Davis Boulevard 1-75 8D Northbound E 3,600 2,672 121 2,793 No Magnolia Pond 32.3 1-75 8D Northbound E 3,600 2,219 261 2,480 No Collier Boulevard Drive Magnolia Pond City Gate Main 32.3 8D Northbound E 3,600 2,167 133 2,300 No Drive Canal City Gate Main City Gate 32.2 4D Northbound D 2,300 2,107 117 2,224 No Canal Parkway Golden Gate Green 32.1 4D Northbound D 2,300 1,469 72 1,541 No Parkway Boulevard - Collier Boulevard Access A 2U Westbound D 800 253 507 760 No Magnolia Pond Drivel Access A Noah's Way 2U Westbound D 800 253 68 321 No 'Obtained from Collier County 2021 Annual Update and Inventory Report (AUIR). 2Magnolia Pond Drive data is not provided in Collier County's AUIR. The LOS Standard and Peak Hour Directional Service Volumes were assumed based on similar roadways in Collier County's AUIR. Traffic Impact Statement Page 36 September 2022 L C !n O O L O L C N O Q U .0) -N D 0- 0) (DUco a) !E U p a a)CO 7 o co U > cn M a x N > U L -O �O o V) CL O N L 7 -0 a)C L Cj (6 U O c6 Q LL co > o U .� -a (�� �/ (6 Z CU p O O O .� O (6 H U m rz N m co C V O Co o o -0 O 0 O 0 o is 0) O (n Y o ,o o C2 "" C a� o > o C 0) O O O 0 0 C2 m U m O N O L o O U Ci Q ca oQo �cn o Q m O OL C 3 O 7 M _ L CL Ccu O 7 O O U C O U O O +O. N � L O O m U O O cn C E 6 N O U L i �' C co C: O Q 0. O > O m N O� o�0 o o L� m C(n co U (0 O O 0 > N CL E > •C 0)cn O C O C O (0 M U C O >, (6 L L L O> '� ;z O U �' L O C O L Q O 1 a)O C C cnco � cn }' �� ��� aN CL 0 , Q m L ai C O w m C 2 X L Co 0 U U O >.>_ J O ao C c O O �O O C C (0 � E O N O cn N O « (0 O T O 0) OU () 0 i U C L L w 4% (C `^ > O C Y V O L C L /7 l W O C Q c6 O E O Q C O J L Q' Q .� 7 Wcr C U O O 0 (a N a�i 0 L M Y (n ++ � co O O o L O VI (0 (6 IQ L— cn m U Zn (D LL m c,i Q ZC/) d L 3 L m S C in CY) o r- 0 r- J 0 0 d 3 x d r Ci c L N N 2J a c 0 s a� d o LO v �f) v E0 v U J d C d Cl. C � d J C L L O Z } O Z } O Z } H V U M V V d1Ea v v N d H Q N C > w w w C0 C _0 _0 L O IL O IL O IL m > co > N N C 0 51!5 N OL U m m m O w U 's T Q co U > 3 m d m U N U v U O Q / \ / \ Q =$ U) Q M N O) m d c m 16 U) U m Q E U 0 N � co � � 0 0) a) co IL 'o � c 7 w •— co � D U co U O Q C O p Q a) a)�7+ -0 —0 N Q O co x (n N a)> a) >, .2) Q L a)Q- O 4-5 > Q L O Q Q o 0 U 7 a) � O N p 7 L o m o o > -0 (o � p � O a) O o Q o ° Y U ca O m�� co co QCo E a) p OL -0 (n c _ X m E -c E E �a Co p a) co o � 0)-0 co •- o (n o = Q _ E C C CD O O U O U (o _O a) -0 �- a) C6 C O co cn O m Q U a a) U 3 c na a) 0 O a) L cn a) cn a) N O co o Cl OL U 0) N Q °- O) O � — O O L L O L Q cn U U co L - Q co co .o a a) (n-0 O t O Q L a)O_ Q p a) -0O x_ ,= U U OUL � CD C �° O O dcott-- O co >cu p �' U U U a) > C a) �.w � a �5.�o� C i m 7 p L_ ° U a U c Cl) .0 = U E o n U m L U o x E �C Q L (o O H ��•� cn o O c a) U a) ��U c /^ • CL a) 0 xU U(n co >, L ° o ° >� o O> �_ O W O > O Ep: co > }� OQ E O L co m" 0 7 L co U 0 °-ate o . n.a)-0 • L O co cn L 0 7 0 F-IL Er- L O O co H-U n _ 0 R as � v AD E z O m a w io 0 a z � O 7 CA � a m z� a) i M 0— C o m m a7 v E aUi Z o c c c w Q y (n+ co ca co CD >O Q � J C C E Q _0m a) = E cc O � [n o co'X o J J > mmm0 FL O o �� ZLLJw + N C o_ O__fl- O O to 3 . E E _ in cn in O) a) Q) Q) -0-0 U _ -0 -0 X a) E cncr-Of cr- <<LU0- - i — i T U ot5 > v� 06 A � a o co c 7 Q) > O fq a > m M a) m O co C6 c� co co C 0 a) "c > � ?>° co ° m CO Q 'Q p N > O O L L > co-0 (0 _ (o 0 U J Q Q p 0 -r- a) Q Na) L) C O c X a) 07 c6 (o > _j L ° •• L C O U N L Q 7 N `co x � > a) O O O co a) O a) c Q a°i o � 7 ° X )m.� "� -0L U Q a) Q O Q > ��— (6 E U > d Q O !� Q > O N V Q X U N Q cn f E a) 7 C cn cn Q c O 7 O m 0 CL Q a) •N O L N L U o x (o p m U O Co co E — a) m Q %) E > > a) 3 a) O co p Q Q O 7 O O (nO Co0't " U O O O a) L (o Q > - o i aL+ O Co A cn N -O a) •� cn -0 V) U C O L E a) o p in L 0 7 7 0 } > O O a) _ 0 O a) `e co Q p (o L co o Q O <) (o Co Q U a) (o .E O >, (0 2i U Q O L O co cn a) L .O- Q > L O L � N � O E 22 U � O O O (o ci .Q O U � C co � � C N � co co E L rt+ Co U U i Q p 00 O Q Q > 'Z^ L V O � � � � O Q � � O N � U Q cn co co 0) U cn - O cn (B N r co L O O L _ 00 co N rn co a c m E U co CQ G N N O N N E N 0- a) U) N N O N N E N 0- a) U) DEVELOPMENT SUMMARY ACREAGE PERCENT DF SITE RESIDENTIAL +/_0.3AC ,62'c) CCMIVI=RC AI INIX=FI-J9F +I-:5.3 AC ;36'cj <GIrr-OF-WAI +/-'.6AC ;2',, TE A_SRE V-;C.2 AC ;'03 ;; VEG=TATIO\FRESERV=AREA V- 52AC _ANE CEDL^,ATIO\ =2R THE R.C.W.0-3CLLIERBL,D +!-C.22AC(O.-� 3COK44'3.PAGE3E7'j VIAXIVIJV RES D=NT AL - \ -E: 133 JVF1S (10 EMI -/Al CVIJ D=KSFIY: 303.C-C-C SF LIAR VGIL --V E C3\CJ9 _lA_ V VA _R_AVL 4. li �mJLJLCI 10 VnC+ MOLD :PSI CV LJ_ IC 'Q VL" -L 11 N3 -c -I l>_-A:.-.kn==S,­ MAIL — AF}+4:A_II�NlkVH•. Il kh=vA ==\O CIv10L HCAI=V l IE IN=OF:L-CR! 1 �=S NVi�VV IVI�IVJIvk IV �_FJL. OND NOAH'S LANDING. APARTMENTS GOLDEN GATE COMMERCE PARK POD GOLDEN GATE COMMERCE PARK PUD I I 15 DRAINAGE EASEIMENJ 4549, PG. 10228 z w w I 15' TYPE 'B' BUFFER EXISTING a w 1 (SEE NOTE BELOW REGARDING RESIDENTIALco > 17 NOTE: PRESERVES MAY BE USED TO SATISFY THE LANDSCAPE BUFFER REQUIREMENTS AFTER EXOTIC VEGETATION REMOVAL IN ACCORDANCE WITH LDC SECTIONS 4.06.02 AND 4.06.05.E.1. SUPPLEMENTAL PLANTINGS WITH NATIVE PLANT MATERIAL SHALL BE IN ACCORDANCE WITH LDC SECTION 3.05.07. IN ORDER TO MEET THE LDC REQUIREMENTS FOR ATYPE B BUFFER ALONG THE WESTERN BOUNDARY OF THE PUS, A 6-FOOT-WIDE LANDSCAPE BUFFER RESERVATION HAS BEEN IDENTIFIED ON THE MASTER PLAN. IN THE EVENT THAT THE PRESERVE DOES NOT MEET BUFFER REQUIREMENTS AFTER REMOVAL OF EXOTICS AND SUPPLEMENTAL PLANTING WITHIN THE PRESERVE, PLANTINGS WILL BE PROVIDED IN THE 6' WIDE RESERVATION TO MEET THE BUFFER REQUIREMENTS. THE TYPE, SIZE, AN NUMBER OF SUCH PLANTINGS, IF -NECESSARY, WILL BE DETERMINED AT TIME OF INITIAL SDP OR PLATAND INCLUDED ON THE LANDSCAPE PLANS FOR THE SDP OR PLAT. SUBMITTAL #1 04/1412022 ■ MAGNOLIA POND DRIVE (60_R.O.W.) 20' DRAINAGE EASEMENT 25' TYPE 'D' BUFFER O.R. 4556, PG. 2507 UTILIZING PRESERVE TO MEET LAKE/; BUFFER REQUIREMENTS) 43.3 AC +/- 2.2 AC J d I I (MAXIMUM UNITS: 433 UNITS; 10 du/a) I N I (DRAINAGE ID I A a 6' WI➢E BUFFER EASEMENT 30' EASEMENT RESERVATION O.R. 4549 o w , y. 1 o,R. 229, PG. IC9 PG. 1028 1 �45' DRAINAGE ACCE S AND a 1 I� MAINTENANCE, EASE NT � II. ❑R.'A53;AG. 56 a I I COMMERCIAL '/ MIXED -USE I ....:.:.:.:.:.:.:.:.:.:.:.:.:.:.:::.:.:.:.:.:.: LAKE 25.3 AC I +/- 5 AC 15.12 AC 25' TYPE 'D' BUFFER i II . PRESERVE'S I I i I I I I I I I 1 VEHICULAR / 1 6' WIDE BUFFER INTERCONNECTION — 1 �' •:•:•;':• RESERVATION I `._.:.. J `'`..:...'.'.'.'.'.'.'.'.'.'.'. 25' TYPE 'D' BUFFER / D .PRESERVE: ATE�SRIGHT OF, s ATTACHMENTA-I - COLLIER BLVD MIXED -USE COMMERCE PARK AMENDED MASTER PLAN o4,4aozz — N-11 POMAAA (111)-1111 AERA�DATA��oo��E�RT�zo�z W r- )Horn N N O N N E N 0- a) U) O O O O N O N a a a) O a) � 0 O •� a aS, G a) E a� L c a� m o r.. a c 0- 0 o �w TO U) i O i i L () >L L oM o 0 maw N Cn O-0 cn a) �,N NO L I L IL 7 U) O �az 0 U N m p L L U QU U Z) M a) O .�=OC) 2 a 20 UNz w a) >, -a in > L U) U) O a) Uc)) 0 T a) U > O .0 ui O O U _0 O m N a U.LO0 N p J� O a > N a) a) 7� O a) - O C cn O N O a � Q a) d a) -a cn E a) O p L CL c0 O Qa) U- a) .nU) O CL O jr "O O-0 Q '� Q N N O a0 U cn 0) c O a) a) E O a N N L U C a) p Q •S fn 3 L m Q L p a) r L r 0 U)O _ U � A— U a) p 7 0 i O N a) O U L O a L �~ C Q 7 p- Q- fn 0 O N ��— " i-0 J O �O c a) O CCU CL a)`° E U o a) E L ma) cl —aE C a) O CD 0- Na) E a O7 _ EN a) U> 0 0 0 O O O O O cn � Q- 0 O a) E—cU a) aa) a a)� m= E o m " E>, O Dto N U +J > a) c L c0 m �6 W C a C O E a~ o0 E > Cl N !n a) C Cl N "O w m x C o O O _ a) Q -a O a) >, a) a) r E M • Q N 6� E U a)C14 r ° `� (n E E O N CL 61) N O >, c0 O p Q Q .— m L a o a O O c0 C to -0 M a E C 0 >> O (O !1 O m �O a) 0 La -0:�i Z: => "a O Oa0) n3 n Ca m 2 0 � E a) 0 WaNLN m - -0 a m d a) O m -- LO a E Ua) U a) > ° O CL 0 d oa LLQ oa) L >, L °' i CD- U L— O OE wO -a N O C O a) r a) a Q- ON tE a a Q L U a to 0 U p N a)0 fl C Q p O E ca -0 O a) p O L I— U a) m co O a L U) U) 0 ' cnE vi av7- D N �•p a) � 0 tOU) 2E > < L a a O U c a) (n 4— -a >, � C mp CO a p n_ U, O -0 o Q �Z c0 Y a 0 L •N� w ��_m W J.�'�c0 a`) aa)i vim) -a >,� c EW m aim a�_� a) a) LO E v a) (0 Z O C 'C a r p N O a a) M Q U) p --' p= a 0 O E p p O c0 CL U p W •O N p O O Q 0 7 m N(n m N O (0 -a O 0� o co •p U _0 OL L 7 a) Q a) a) a) .— _0 O a) Q p a_ 0) a) a) d a) c c > O a) _ p a) p .� a>i a��i Q Q • E c0 v L a) Q cmma � L ° o o O o .2 m D y- — a ao Q c a(n 4 00 � a� U H U H H H a) �- .c c0 o ° e = o o o = s U)_ 2 § CL $ \ w \ - E\ % / 0 2 7 E= m a § / £ m / \ _±¢@ E o 2\ c e \ § / \ E / -0_ n 2 I m o§/ c/ G 5 5/ % 0- o 2 E o- j '\ j § a) a Cm -0 \ c E c go C / - = \ / CL . \D E a ® ) E .-.\ co m _ b cc: m m- g E / / \ 2 c§\ CD 0 e ® = c s / ƒ / \ /_ / 0 \ k \ $ e a / � o § ƒ \ R 2 @ .\ e E 2 E R/ 3 0)° m n o m R •� 5 5 § E _ \ ' a / / 7/ ® Z f t 0 # _ \ e ± m ®= s / ƒ U) k / § \ \ ƒ / P k / c. e: k _0 / \ : CD R / ( / \ CL k _ \ 2 \ \ § -o e 2 ® E: 0 0 § / E 0) E o E E 7 .& 2E 0) 2./ 7 \@ E/ E �/ c f 2 / i� ° / / a) C e o E 2 D' t:\/ m§ j k �� j �_ \ / 2 \ ƒ \ � t ƒ b / ) £ \ / M _ « = e x 12 - Kimley»>Horn May 31, 2022, Page 3 Table 1: A.M. Peak -Hour Trip Generation ITE TRIP GENERATION CHARACTERISTICS AM DIRECTIONAL DISTRIBUTION AM TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total In Out Multifamily Housing Mid -Rise 11 221 600 DU 23% 77% 58 194 252 Table 2: P.M. Peak -Hour Trip Generation ITE TRIP GENERATION CHARACTERISTICS PM DIRECTIONAL DISTRIBUTION PM TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total In Out Multifamily Housing Mid -Rise 11 221 600 DU 61 % 39% 143 91 234 Table 3: Impact Fee Trip Generation —'Traffic Cap' PHASE ITE CODE LAND -USE SCALE UNIT DAILY TRIPS Impact Fee `Traffic Cap' Collier Boulevard Mixed Use PUD (PL2011-2211 and PL2012-0243) 710 General Office Building 10.738 KSF 167 Collier Boulevard Mixed Use PUD (PL2011-2211 and PL2012-0243) 820 Shopping Center (>150k) 240 KSF 12,130 Impact Fee `Traffic Cap' Total: 12,297 Proposed Development Collier Boulevard Commerce Park PUD — (PL20210000419) 221 Multifamily Housing Mid -Rise 600 1 DU 2,816 Proposed Total: 2,816 Remaining Trips (Impact Fee `Traffic Cap'— Proposed Development): 9,481 - CU U n C Vj c � O c�0 �m� ab a)>> O . 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G z rl N cn a )n u u u u u 7 7 7 7 7 VOf V01 CAVO) VO) E E E E E 7 7 7 7 7 0 0 0 0 0 > > > > > N % E N N Oo O O 3 N cl O I, m m Il m cl m Q> N N N m N Ln N E u 7 > O Ln m 0 0 0 0 0 E w o o o o o 3 w o o 0 o m O 3 Ln W W W ci > n Ln � � Ln Ln { co N :m E y O O O O O 3 0 0 0 0 0 zt Ln N m N O 7 N N N N N > {n N O* 0 0 0 0 0 E w O O O O O 3 u O O Ln Ln Ln 0 3 0 rl m o m > o m m m m m Ln O 0 0 0 0 0 E w O O O O O 3 u Ln O O O O O = Ln Il N N N > O N N m m m to tD Il 00 a) O m c-I ci ci ci N N O O O O O i N N N N N s rz O d O C ci N m Ln lD I� W al 0 J ii E a m ro owLn N N 3 rl 00 > F N m N N m w O C ci N m t o tD I, 00 m ci J N u N OA w E N N m o o N 3 N ci O Il m ��00or,rn -Irn 00 > N N NM N Q Q tD Il 00 a) O F m c-I ci ci ci N Q N O O O O O 0 i N N N N N F a z s rz O d O C ci N m Ln lD I� W al 0 J O N O N N 00 N O N N to 0 O O O O O O O N O O O O O O O O O O O O O O N O m oo I— co co co co N N N N ON z < z N ")r� 4 ro 00 mL^n M L L N Q1 O tD � 3 O` 0 o0 3 O` n Ln NO a N C7 N C7 O cl 00 I j a0 a a z a c c V) i W GJ W Q W J 4� i 1 m CL 3 v 3 v O W O O m Z3 0 7-3 O (D 4� H FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 03 - COLLIER SITE: 4525 - CR-951/COLLIER BLVD, 500 FT N OF GOLDEN GATE PKWY YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- 2020 ---------- 33500 F ------------ N 16000 ------------ S 17500 --------- 9.00 -------- 56.50 -------- 7.40 2019 34500 C N 16500 S 18000 9.00 56.40 7.40 2018 33500 C N 16000 S 17500 9.00 56.50 9.10 2017 31000 T 9.00 56.80 4.50 2016 30000 S N 14500 S 15500 9.00 57.40 6.50 2015 29000 F N 14000 S 15000 9.00 57.20 6.50 2014 28000 C N 13500 S 14500 9.00 56.50 6.50 2013 25500 S N 13000 S 12500 9.00 56.00 6.30 2012 25500 F N 13000 S 12500 9.00 56.20 6.30 2011 25500 C N 13000 S 12500 9.00 56.50 6.30 2010 25000 S N 12500 S 12500 10.32 56.59 6.40 2009 26000 F N 13000 S 13000 11.01 56.34 6.40 2008 27000 C N 13500 S 13500 11.12 56.68 6.40 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 03 - COLLIER SITE: 7012 - SR93/I-75 NB, OFF -RAMP TO SR951/COLLIER BLVD X101 YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- 2020 ---------- 2200 S ------------ 0 ------------ 0 --------- 9.00 -------- 99.90 -------- 8.10 2019 2300 F 0 0 9.00 99.90 7.50 2018 2200 C E 2200 0 9.00 99.90 9.10 2017 2500 T 0 0 9.00 99.90 6.20 2016 2400 S 0 0 9.00 99.90 6.40 2015 2200 F 0 0 9.00 99.90 4.70 2014 2100 C E 2100 9.00 99.90 5.50 2013 2000 S 0 0 9.00 99.90 3.10 2012 1900 F 0 0 9.00 99.90 2.90 2011 1900 C E 1900 0 9.00 99.90 6.30 2010 2000 S 0 0 9.50 99.99 3.70 2009 2000 F 0 0 9.40 99.99 6.00 2008 2000 C E 2000 0 9.07 99.99 5.10 2007 3200 S 0 0 13.90 2006 3200 F 8.64 99.99 15.50 2005 3100 C E 3100 8.90 99.90 0.00 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 03 - COLLIER SITE: 0190 - SR 951, NORTH OF SR 84 & SOUTH OF I-75/SR93 CC573 YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR -------------- 2020 51500 C ------------ N 25000 ------------ S --------- 26500 9.00 -------- 55.00 -------- 8.10 2019 58000 C N 28000 S 30000 9.00 55.90 7.60 2018 48500 C N 23500 S 25000 9.00 54.00 9.00 2017 48000 C N 23500 S 24500 9.00 54.50 6.20 2016 55000 C N 26500 S 28500 9.00 54.40 6.40 2015 48000 C N 23000 S 25000 9.00 57.20 7.20 2014 45000 C N 22500 S 22500 9.00 56.50 6.70 2013 40000 E N 19500 S 20500 9.00 56.00 5.90 2012 39000 S N 19000 S 20000 9.00 56.20 4.80 2011 40000 F N 19500 S 20500 9.00 56.50 4.80 2010 40000 C N 19500 S 20500 10.32 56.59 4.80 2009 43500 C N 21500 S 22000 11.01 56.34 8.90 2008 42500 C N 21000 S 21500 11.12 56.68 7.20 2007 51000 C N 24500 S 26500 11.68 56.38 9.30 2006 47500 C N 24000 S 23500 11.27 57.97 12.00 2005 53000 C N 26000 S 27000 11.40 54.70 8.40 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 03 - COLLIER SITE: 4523 - CR-951/COLLIER BLVD., 250 FEET NORTH OF CITY GATE BLVD. YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- 2020 ---------- 32000 C ------------ N 16000 ------------ S 16000 --------- 9.00 -------- 56.50 -------- 10.00 2019 32000 C N 15500 S 16500 9.00 56.40 7.20 2018 32000 C N 16000 S 16000 9.00 56.50 9.60 2017 27000 C N 13500 S 13500 9.00 56.80 7.40 2016 25500 C N 12500 S 13000 9.00 57.40 7.50 2015 25000 C N 12500 S 12500 9.00 57.20 5.60 2014 25500 C N 12500 S 13000 9.00 56.50 7.10 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES N N O N N E N 0- a) U) 0 W a W Ca C a lie ^m W N 'i H W N N m a c 0 Z Y M^ W N N m a W /W iL LU U c — c c c c c c c c c c ti o E o c@ d o E o c ti o E o c m d o E o c ti o E o c m d o E o c ti o E o c m d o E o U U U U U U 0 � IL 5- 0- 0 � @ U N U @ U N U N U N U N U R U U N U U co co 0 a.r a r r a r a r r mQa {gyp y ma¢ mQa {gyp y ma¢ y mQa y ma¢ y mQa y ma¢ U - U - U - U - U - U - O LL I I I LU_� Q N r r� Wow 2 j O N N N M W N N 0 N O o N �<0 M N (V N (V � N N o 7 M N M pW> Qa r0 a r�i coo a N cyi coo coo nM co'o v coo m m m m .-. o r a a LU r LU N N O N N N N N n n N M M M n N N N M m W Q � a z 0 a Y N O N N O t0 N O M w N N W 7 n O m � o a O O M LL') 7 <D 7 M N M M 4") N M N N N N L a d d a a d d a d d a d a d a a a a d a d a a LU O O O O O O O O O O O O O O O O O O O O O O O O W O O O O O O O O O O O O O O O O O O O O O O O O o d o o r N N N N N N N N N M V a V V 7 7 V 7 7 7 7 7 7 7 >N> 0 > O w > N n LL'! 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PHASE 11 n�xu iou CO11°`x � ex�sr�xc caxu uxirs � soo �f E FROM CITY GATE BLVD N TO GREEN BLVD .;aeobs Segment I of 2: City Gate Blvd N. to Golden Gate Pkwv COLLIER BOULEVARD WIDENING Ill: PHASE 11 ��uxu xrcoxnxucnox urns ssrxa�r �°"'� ex�sr�xc caxar uxns soo 'err FROM CITY GATE BLVD N TO GREEN BLVD jaeobs Segment 2 of 2: Golden Gate Pkwy to Green Blvd N N O N N E N 0- a) U) National Data & Surveying Serviceslntersection Turning Movement Count Location: CR 951/Collier Blvd & Magnolia Pond Dr/City Gate Dr City: Naples Control; Signalized NS/EW Streets:I CR 951/Collier Blvd Data - Total CR 951/Collier Blvd I Magnolia Pond Dr/City Gate Dr Project ID: 22-140262-001 Date: 5/25/2022 Magnolia Pond Dr/City Gate Dr NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NIL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 63 167 67 1 1 344 66 0 44 3 62 0 32 0 34 0 884 7:15 AM 49 184 42 0 4 370 36 0 13 3 42 0 51 1 24 0 819 7:30 AM 43 181 42 4 1 455 79 0 12 1 52 0 55 0 18 0 943 7:45 AM 46 142 42 2 7 357 112 0 46 2 68 0 39 2 19 0 884 8:00 AM 18 188 39 1 8 415 53 1 37 1 50 0 41 2 10 0 864 8:15 AM 12 179 29 2 8 376 11 1 15 2 14 0 31 2 16 0 698 8:30 AM 12 150 29 3 7 305 10 1 11 3 26 0 58 1 13 0 629 8:45 AM 6 150 27 4 5 377 13 0 4 0 14 0 38 1 19 0 658 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 249 1341 317 17 41 2999 380 3 182 15 328 0 345 9 153 0 6379 APPROACH Ws: 12.94% 69.70% 16.48% 0.88% 1.20% 87.61% 11.10% 0.09% 34.67% 2.86% 62.48% 0.00% 68.05% 1.78% 30.18% 0.00% PEAK FIR: 07:00 AM - 08:00 AM 13 1526 293 0 115 9 224 0 177 3 95 0 TOTAL 3530 PEAK HR VOL: 201 674 193 7 PEAK HR FACTOR : 0.798 0.916 0.720 0.438 0.464 0.838 0.654 0.000 0.625 0.750 0.824 0.000 0.805 0.375 0.699 0.000 0.902 0.856 0.750 0.905 0.936 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 20 303 37 3 7 225 11 1 12 1 24 0 60 5 39 0 748 4:15 PM 20 374 28 1 3 244 12 0 9 0 31 0 46 1 24 0 793 4:30 PM 29 408 28 2 3 196 12 0 5 0 21 0 43 1 37 0 785 4:45 PM 25 336 31 1 1 256 11 0 10 2 20 0 51 3 29 0 776 5:00 PM 18 344 17 3 6 211 10 2 7 1 25 0 43 3 36 0 726 5:15 PM 24 457 25 3 2 251 15 0 7 0 22 0 41 2 20 0 869 5:30 PM 29 406 18 7 3 211 14 0 10 2 13 0 47 0 25 0 785 5:45 PM 22 361 24 5 3 217 13 0 9 0 17 0 27 0 13 0 711 NIL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 187 2989 208 25 28 1811 98 3 69 6 173 0 358 15 223 0 6193 APPROACH Ws: 5.49% 87.68% 6.10% 0.73% 1.44% 93.35% 5.05% 0.15% 27.82% 2.42% 69.76% 0.00% 60.07% 2.52% 37.42% 0.00% PEAK FIR: 96 04:45 PM - 05:45 PM 1543 91 14 12 929 50 2 34 5 80 0 182 8 110 0 TOTAL 3156 PEAK HR VOL: PEAK HR FACTOR: 0.828 0.844 0.734 0.500 0.500 0.907 0.833 0.250 0.850 0.625 0.800 0.000 0.892 0.667 0.764 0.000 0.857 0.926 0.902 0.904 0.908 National Data & Surveying Serviceslntersection Turning Movement Count Location: CR 951/Collier Blvd & City Gate Blvd N City: Naples Project ID: 22-140262-002 Control: 1-Way Stop(WB) Date: 5/25/2022 Data - Total NS/EW Streets: CR 951/Collier Blvd CR 951/Collier Blvd City Gate Blvd N City Gate Blvd N NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NIL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 224 18 0 44 423 0 0 0 0 0 0 0 0 6 0 715 7:15 AM 0 210 13 0 26 435 0 0 0 0 0 0 0 0 17 0 701 7:30 AM 0 206 8 0 18 494 0 0 0 0 0 0 0 0 12 0 738 7:45 AM 0 191 8 2 24 490 0 2 0 0 0 0 0 0 0 0 0 0 0 16 0 8 0 0 733 8:00 AM 0 230 9 1 18 467 0 2 735 8:15 AM 0 188 15 2 18 398 0 0 0 0 0 0 0 0 4 0 625 8:30 AM 0 166 14 1 24 317 0 1 0 0 0 0 0 0 8 0 531 8:45 AM 0 165 8 0 20 403 0 0 0 0 0 0 0 0 4 0 600 NIL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 0 1580 93 6 192 3427 0 5 0 0 0 0 0 0 75 0 5378 APPROACH Ws: 0.00% 94.10% 5.54% 0.36% 5.30% 94.56% 0.00% 0.14% 0.00% 0.00% 100.00% 0.00% PEAK HR: 07:15 AM - 08:15 AM 86 1886 0 4 0 0 0 0 0 0 53 0 TOTAL 2907 PEAK HR VOL: 0 837 38 3 PEAK HR FACTOR : 0.000 0.910 0.731 0.375 0.827 0.954 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.779 0.000 0.915 0.957 0.779 0.985 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 343 16 5 20 241 0 0 0 0 0 0 0 0 17 0 642 4:15 PM 0 392 13 1 17 254 0 1 0 0 0 0 0 0 24 0 702 4:30 PM 0 432 8 4 9 209 0 0 0 0 0 0 0 0 18 0 680 4:45 PM 0 368 6 1 15 265 0 0 0 0 0 0 0 0 0 0 0 0 19 0 674 5:00 PM 0 381 14 1 8 253 0 0 0 0 14 0 671 5:15 PM 0 462 14 2 10 244 0 1 0 0 0 0 0 0 19 0 752 5:30 PM 0 424 20 3 18 231 0 1 0 0 0 0 0 0 23 0 720 5:45 PM 0 357 23 3 15 223 0 0 0 0 0 0 0 0 14 0 635 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 3159 114 20 112 1920 0 3 0 0 0 0 0 0 148 0 5476 APPROACH Ws: 0.00% 95.93% 3.46% 0.61% 5.50% 94.35% 0.00% 0.15% 0.00% 0.00% 100.00% 0.00% PEAK HR: 0 04:45 PM - 05:45 PM 1635 54 7 51 993 0 2 0 0 0 0 0 0 75 0 TOTAL 2817 PEAK HR VOL : PEAK HR FACTOR] 0.000 0.885 0.675 0.583 0.708 0.937 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.815 0.000 0.887 0.934 1 1 0.815 0.937 National Data & Surveying Serviceslntersection Turning Movement Count Location: Collier Blvd & Magnolia Pond Dr/City Gate Dr City: Naples Control; Signalized NS/EW Streets:I Collier Blvd Data - Total Collier Blvd I Magnolia Pond Dr/City Gate Dr Project ID: 22-140329-001 Date: 7/6/2022 Magnolia Pond Dr/City Gate Dr NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 4 215 35 2 4 149 8 1 9 0 12 0 55 2 17 0 513 2:15 PM 11 223 38 4 3 165 6 0 6 1 3 0 32 1 15 0 508 2:30 PM 8 203 30 6 2 180 7 0 7 1 11 0 36 1 15 0 507 2:45 PM 7 252 30 4 7 202 9 1 5 0 8 0 35 0 21 0 581 3:00 PM 13 263 35 5 7 212 12 0 5 3 17 0 48 0 29 0 649 3:15 PM 7 345 36 2 2 173 8 1 5 1 11 0 61 5 28 0 685 3:30 PM 14 323 28 1 3 218 11 0 10 1 10 0 93 3 31 0 746 3:45 PM 17 359 30 4 6 166 13 0 1 0 8 0 36 1 28 0 669 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 81 2183 262 28 34 1465 74 3 48 7 80 0 396 13 184 0 4858 APPROACH Ws: 3.17% 85.47% 10.26% 1.10% 2.16% 92.96% 4.70% 0.19% 35.56% 5.19% 59.26% 0.00% 66.78% 2.19% 31.03% 0.00% PEAK HR: 51 03:00 PM - 04:00 PM 1290 129 12 18 769 44 1 21 5 46 0 238 9 116 0 TOTAL 2749 PEAK HR VOL: PEAK HR FACTOR: 0.750 0.898 0.896 0.600 0.643 0.882 0.846 0.250 0.525 0.417 0.676 0.000 0.640 0.450 0.935 0.000 0.904 0.897 0.720 0.715 0.921 National Data & Surveying Serviceslntersection Turning Movement Count Location: Collier Blvd & City Gate Blvd N/N/O City Gate Dwy City: Naples Control: 1-Way Stop(WB) NS/EW Streets: Collier Blvd Data - Total Collier Blvd I City Gate Blvd N/N/O City Gate Dwy Project ID: 22-140329-002 Date: 7/6/2022 City Gate Blvd N/N/O City Gate Dwy NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 0 227 9 1 13 167 0 0 0 0 0 0 0 0 17 0 434 2:15 PM 0 239 8 0 19 180 0 0 0 0 0 0 0 0 7 1 454 2:30 PM 0 210 9 3 20 174 0 0 0 0 0 0 0 0 13 0 429 2:45 PM 0 267 14 2 9 222 0 1 0 0 0 0 0 0 5 0 520 3:00 PM 0 282 14 1 31 226 0 0 0 0 0 0 0 0 17 0 571 3:15 PM 0 360 12 2 15 191 0 2 0 0 0 0 0 0 22 0 604 3:30 PM 0 353 9 5 14 220 0 0 0 0 0 0 0 0 28 0 629 3:45 PM 0 367 14 2 19 182 0 4 0 0 0 0 0 0 11 0 599 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 0 2305 89 16 140 1562 0 7 0 0 0 0 0 0 120 1 4240 APPROACH %'s : 0.00% 95.64% 3.69% 0.66% 8.19% 91.40% 0.00% 0.41% 0.00% 0.00% 99.17% 0.83% PEAK HR: 0 03:00 PM - 04:00 PM 1362 49 10 79 819 0 6 0 0 0 0 0 0 78 0 TOTAL 2403 PEAK HR VOL : PEAK HR FACTOR : 0.000 0.928 0.875 0.500 0.637 0.906 0.000 0.375 0.000 0.000 0.000 0.000 0.000 0.000 0.696 0.000 0.955 0.928 0.879 0.696 a II • II W II a II >-+ Ga Ga GO O N (D 00 Ln M -1 (D M 00 1- 00 0) C) -I N M �' r- W M (D N M M M M 'zT Ln CO O N zzi, �' LnLn ,o Ln -' M N O OO Ln cn --1 0 0 61 00 O N P U U II O r1 -1 -1 O O O O O M OF) Ol M Ol O O O O O O O O -1 r1 -1 r1 -1 -1 -1 ri r1 N N N N N N N N N N N N r1 r1 -1 -1 r1 -1 O O -1 -1 Oco II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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Min Peak Service Peak Dir Peak Dir From From Trip Trip Trip Trip Bank Remaining Trip Bank O Expected Expected mo TVFA Ronda r.in4 Fenm T. Rnnd Rfn Rfd * ni. V.I.— V.I.— V.I.— 7mn 2n2a Rnn6 Rnn6 Ranh V.I..-. rn....i- V/r S rinr is nnT.r:anf 1.0 NW-TCMA CR31 Airport Road Immokalee Road Vanderbilt Beach Road 4D 554 D N 2,200 1,540 I690 -150 -9.74% 39 0 39 1579 621 71.8% C 2.1 NW-TCMA CR31 Airport Road Vanderbilt Beach Road Orange Blossom Drive 6D 599 E N 3,000 2,100 2330 -230 -10.95 % 43 0 43 2143 857 71.4% C 2.2 NW-TCMA CR31 Airport Road Orange Blossom Drive Pine Ridge Road 6D 503 E N 3,000 2,060 2230 -170 -8.25 % 75 0 75 2135 865 71.2% C 3.0 CR31 Airport Road Pine Ridge Road Golden Gate Parkway 6D 502 E N 3,000 2,000 2230 -230 -11.50% 14 0 14 2014 986 67.1% C 4.0 CR31 Airport Road Golden Gate Parkway Radio Road 6D 533 E N 2,800 2,210 2200 10 0.45 % 3 0 3 2213 587 79.00/6 D 5.0 CR31 Airport Road Radio Road Davis Boulevard 6D 553 E N 2,800 2,130 2170 -40 -1.88% 0 0 0 2130 670 76.1% D 6.0 TCEA CR31 Airport Road Davis Boulevard US 41 (Tamiami Trail) 6D 552 E S 2,700 1,560 1650 -90 -5.770/. 102 2 104 1664 1036 61.6% C 7.0 TCEA(pt) Bayshore Drive US 41 (Tamiami Trail) Thomasson Drive 4D 521 D S 11800 490 660 -170 -34.691/. 106 2 108 598 1202 33.2% B 8.0 CR 865 Bonita Beach Road West of Vanderbilt Drive Hickory Boulevard 4D 653 D E 11900 1,070 1080 -10 -0.93% 01 0 0 1070 830 56.3% C 9.0 Carson Road Lake Trafford Road Immokalee Drive 2U 610 D N 600 340 290 501 14.71% 6 01 6 346 254 57.71/o C 10.0 CountyBarnRoad Davis Boulevard Rattlesnake Hammock Road 2U 519 D S 900 330 480 -150 -45.45% ill 1 112 442 458 49.1 % 1 B 11.0 CR29 CR 29 US 41 (Tamiami Trail) Everglades City 2U 582A D S 1,000 140 160 -20 -14.29% 10 0 10 150 850 15.0% B 12.0 TCEA SR84 Davis Boulevard US 41 (Tamiami Trail) Airport Road 6D 558 E E 2,700 1,410 1440 -30 -2.13% 46 0 46 1456 1244 53.9% C 13.0 SR84 Davis Boulevard Airport Road Lakewood Boulevard 4D 559 D E 2,000 1,460 1440 20 1.371/. 2 0 2 1462 538 73.10/6 C 14.0 EC-TCMA SR84 Davis Boulevard Lakewood Boulevard County Barn Road 4D 658 D E 2,000 1,580 1500 80 5.061/. 61 0 61 1641 359 82.1% D 15.0 EC-TCMA SR84 Davis Boulevard County Barn Road Santa Barbara Boulevard 4D 538 D E 2,200 1,360 1420 -60 -4.41 % 150 0 150 1510 690 68.6% C 16.1 EC-TCMA SR84 Davis Boulevard Santa Barbara Boulevard Radio Road 6D 560 E E 3,300 770 810 -40 -5.191/6 19 139 158 928 2372 28.1% B 16.2 EC-TCMA SR84 Davis Boulevard Radio Road Collier Boulevard 6D 601 E W 3,300 1,430 1290 140 9.79 % 112 214 326 1756 1544 53.2% C 17.0 CR876 Golden Gate Boulevard Collier Boulevard Wilson Boulevard 4D 531 D E 2,300 11990 1910 80 4.02% 15 01 15 2005 295 87.2% D 2028 18.0 CR886 Golden Gate Parkway US 41 (Tamiami Trail) Goodlette-Frank Road 6D 530 E E 2,700 1,640 1560 80 4.88% 13 0 13 1653 1047 61.2 % C 19.0 CR886 Golden Gate Parkway Goodlette-Frank Road Airport Road 6D 507 E E 3,550 2,720 2990 -270 -9.930/, 1 0 1 2721 829 76.60/6 D 20.1 CR886 Golden Gate Parkway Airport Road Livingston Road 6D 508 E E 3,550 3,030 2950 80 2.64% 17 0 17 3047 503 85.8% D 2027 20.2 EC-TCMA CR886 Golden Gate Parkway Livingston Road I-75 6D 691 E E 3,550 3,210 3350 -140 -4.36 % 0 0 0 3210 340 90.4% D 2027 21.0 EC-TCMA CR886 Golden Gate Parkway I-75 Santa Barbara Boulevard 6D 509 E E 3,300 1,920 2240 -320 -16.67% 14 0 14 1934 1366 58.6% C 22.0 EC-TCMA CR886 Golden Gate Parkway Santa Barbara Boulevard Collier Boulevard 4D 605 D * E 1,980 1,690 1730 -40 -2.37 % 52 8 60 1750 230 88.4% D 2028 23.0 NW-TCMA CR851 Goodlette-Frank Road Immokalee Road Vanderbilt Beach Road 2U 594 D N 1,000 800 910 -110 -13.75 % 0 0 0 800 200 80.0% D 24.1 NW-TCMA CR851 Goodlette-Frank Road Vanderbilt Beach Road Orange Blossom Drive 4D 595 E N 2,400 1,290 1490 -200 -15.50% 73 0 73 1363 1037 56.8% C 24.2 NW-TCMA CR851 Goodlette-Frank Road Orange Blossom Drive Pine Ridge Road 6D 581 E N 2,400 1,490 1650 -160 -10.74% 8 01 8 1498 902 62.4% C 25.0 CR851 Goodlette-Frank Road Pine Ridge Road Golden Gate Parkway 6D 505 E N 3,000 1,760 1970 -210 -11.93% 16 0 16 1776 1224 59.2% C 26.0 CR851 Goodlette-Frank Road Golden Gate Parkway US 41 (Tamiami Trail) 6D 504 E S 2,700 2,510 2680 -170 -6.77°/a 0 0 0 2510 190 93.00/6 D 2025 2025 27.0 EC-TCMA Green Boulevard Santa Barbara Boulevard Collier Boulevard 2U 642 D E 900 700 750 -50 -7.14% 10 0 10 710 190 78.9% C 29.0 NW-TCMA Gulfshore Drive 111th Avenue Vanderbilt Beach Road 2U 583a D N 800 220 310 -90 -40.91 % 0 0 0 220 580 27.5% B 30.1 CR951 Collier Boulevard Immokalee Road Vanderbilt Beach Road 6D 655 E N 3,000 1,830 1880 -50 -2.73% 579 36 615 2445 555 81.5% D 2030 30.2 CR951 Collier Boulevard Vanderbilt Beach Road Golden Gate Boulevard 6D 584 E S 3,000 1,400 1360 40 2.860% 70 28 98 1498 1502 49.90/, B 31.1 CR951 Collier Boulevard Golden Gate Boulevard Pine Ridge Road 6D 536 E N 3,000 2,340 1990 350 14.961% 95 29 124 2464 536 82.1 % D 31.2 EC-TCMA CR951 Collier Boulevard Pine Ridge Road Green Boulevard 6D 536 E I N 1 3,000 2,3401 1990 350 14.96% 129 22 151 2491 509 83.0% D 2031 32.1 EC-TCMA CR951 Collier Boulevard Green Boulevard Golden Gate Pwky 4D 525 D N 2,300 1,420 1730 -310 -21.83 % 1 491 0 49 1469 831 63.9% C 32.2 EC-TCMA CR951 Collier Boulevard Golden Gate Pwky Golden Gate Main Canal 4D 607 D N 2,300 1,800 1860 -60 -3.33% 79 162 241 2041 259 88.7% D 32.3 EC-TCMA CR951 Collier Boulevard Golden Gate Main Canal 1-75 8D 607 E N 3 600 1,800 1860 -60 -3.33 % 60 258 318 2118 1482 58.8% C �2. 33.0 EC-TCMA SR951 Collier Boulevard I-75 Davis Boulevard 8D 573 E N 3,600 2,260 3560 -1,300 -57.52% 36 277 313 2573 1027 71.5% C 34.0 CR951 Collier Boulevard Davis Boulevard Rattlesnake Hammock Road 6D 602 E N 3,000 2,130 2130 0 0.00% 156 297 453 2583 417 86.1 % D 2031 35.0 CR951 Collier Boulevard Rattlesnake Hammock Road US 41 (Tamiami Trail) 6D 603 E N 3,200 2,050 2060 -10 -0.491/o 284 137 421 2471 729 77.2% D 36.1 SR951 Collier Boulevard US 41 (Tamiami Trail) Wal-Mart Driveway 6D 557 E N 2,500 2,230 2150 80 3.590% 134 67 201 2431 69 97.2% E 2023 36.2 SR951 Collier Boulevard Wal-Mart Driveway Manatee Road 4D 557 D N 2,000 2,230 1920 310 13.90% 125 33 158 2388 (388) 119.4% F Existing Existing 37.0 SR951 Collier Boulevard Manatee Road Mainsail Drive 4D 627 D N 2,200 1,730 1690 40 2.31% 181 401 221 1951 249 88.7% D 2028 38.0 SR951 Collier Boulevard Mainsail Drive Marco Island Bride 4D 627 1 D N 2,200 1,730 1690 40 2.31% 32 12 44 1774 426 80.6% 1 D 39.0 NW-TCMA CR846 11 Ith Avenue N. Gulfshore Drive Vanderbilt Drive 2U 585 1 D E 700 320 290 30 9.380/. 0 0 0 320 380 45.7% B 40.0 NW-TCMA CR846 I I Ith Avenue N. Vanderbilt Drive US 41 (Tamiami Trail) 2U 613 D E 900 580 560 20 3.450N 0 0 0 580 320 64.40% C 41.1 NW-TCMA CR846 Immokalee Road US 41 (Tamiami Trail) Goodlette-Frank Road 6D 566 E E 3,100 1,960 2220 -260 -13.27% 3 0 3 1963 1137 63.3% C 41.2 NW-TCMA CR846 Immokalee Road Goodlette-Frank Road Airport Road 6D 625 E E 3,100 2,110 2760 -650 -30.810/. 9 0 9 2119 981 68.4% C 42.1 NW-TCMA CR846 Immokalee Road Airport Road Livingston Road 6D 567 E E 3,100 2,100 2360 -260 -12.38% 11 0 It 2111 989 68.1% C 42.2 NW-TCMA CR846 Immokalee Road Livingston Road I-75 6D/8D 679 E E 3,500 3,110 3020 90 2.890/. 30 0 30 3140 360 89.70/6 D 2027 43.1 CR846 Immokalee Road I-75 Logan Boulevard 6D/8D 701 E E 3,500 2,320 2620 -300 -12.93 % 457 78 535 2855 645 81.61% D 43.2 CR846 lomokalee Road Logan Boulevard Collier Boulevard 6D 656 E E 3,200 2,280 2030 250 10.96% 828 91 919 3199 I 100.0% E 2022 44.0 CR846 Immokalee Road Collier Boulevard Wilson Boulevard 6D 674 E E 3,300 2,710 2480 230 8.49% 93509 58 993 3703 (403) 112.2% F Existing 45.0 CR846 Immokalee Road Wilson Boulevard Oil Well Road 6D 675 E E 3,300 2,200 2310 -110 -5.00% 4 89 498 2698 602 81.8% D 46.0 CR846 hnnrokalee Road Oil Well Road SR 29 2U 672 D E 900 510 480 30 5.88%1 181 38 219 729 171 81.00% D 2031 I MASTER Attachment F-2021 (071221.1).xlsm N N O N N E N 0- a) U) TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION: Collier Blvd & Magnolia Pond Dr. COUNT DATE: May 25, 2022 TIME PERIOD: 7:00 a.m. - 8:00 a.m. PEAK HOUR FACTOR: 0.90 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 0 115 9 224 0 177 3 95 7 201 674 193 0 13 1,526 293 Peak Season Correction Factor 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 EXISTING CONDITIONS 0 125 10 244 0 193 3 104 8 219 735 210 0 14 1,663 319 "BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout z z z z z z z z z z z z z z z z Yearly Growth Rate 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.a% BACKGROUND TRAFFIC GROWTH 1 0 11 1 22 0 17 0 9 1 20 65 19 0 1 148 28 NON -PROJECT TRAFFIC 1 0 1 136 1 11 1 266 1 0 1 210 1 3 1 113 1 9 1 239 1 800 1 229 1 0 1 15 1,811 347 "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Trips Net New 75 z 150 1 1 1 z 1 1 1 123 1 1 1 1 1 1 62 TOTAL PROJECT TRAFFIC o 75 2 150 0 0 2 0 0 123 0 0 0 0 0 62 TOTALTRAFFIC 0 211 13 416 0 210 5 113 9 362 800 229 0 15 1,811 409 TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION: Collier Blvd & City Gate Blvd. COUNT DATE: May 25, 2022 TIME PERIOD: 7:15 a.m. - 8:15 a.m. PEAK HOUR FACTOR: 0.92 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 0 0 0 0 0 0 0 53 3 0 837 38 4 86 1,886 0 Peak Season Correction Factor 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 EXISTING CONDITIONS 0 0 0 0 0 0 0 58 3 0 912 41 4 94 2,056 0 "BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Yearly Growth Rate 4.49/ 4.4% 4.4% 4.4% 4.49/ 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% a.ai 4.4% 4.4% a.ai 4.ai BACKGROUND TRAFFIC GROWTH 1 0 0 0 0 0 0 0 5 0 0 81 4 0 8 183 0 NON -PROJECT TRAFFIC 1 o 1 0 1 0 1 0 1 0 1 0 1 0 1 63 1 3 1 0 1 993 1 45 1 4 1 102 1 2,239 1 0 "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Trips Net New I I I I I I I I I 1 1 75 1 1 1 1 62 TOTAL PROJECT TRAFFIC 0 0 0 0 0 0 0 0 0 0 75 0 0 0 62 0 TOTAL TRAFFIC 0 0 0 0 0 0 0 63 3 0 1,068 45 4 102 2,301 0 TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION: Noah's Way & Magnolia Pond Dr. COUNT DATE: May 25, 2022 TIME PERIOD: 7:00 a.m. - 8:00 a.m. PEAK HOUR FACTOR: 0.90 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 0 0 379 0 0 0 549 0 0 0 0 0 0 0 0 0 Peak Season Correction Factor 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 EXISTING CONDITIONS 0 0 413 0 0 0 598 0 0 0 0 0 0 0 0 0 "BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Yearly Growth Rate 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% BACKGROUND TRAFFIC GROWTH 1 0 0 37 0 0 0 53 0 0 0 0 0 0 0 0 0 NON -PROJECT TRAFFIC 1 0 1 0 1 450 1 0 1 0 1 0 1 651 1 0 1 0 1 0 1 0 1 0 1 0 1 0 10 0 "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Trips Net New 87 71 TOTAL PROJECT TRAFFIC 0 0 87 0 0 0 71 0 0 0 0 0 0 0 0 0 TOTAL TRAFFIC 0 0 537 0 0 0 722 0 0 0 0 0 0 0 0 0 TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION: Access A & Magnolia Pond Dr. COUNT DATE: May 25, 2022 TIME PERIOD: 7:00 a.m. - 8:00 a.m. PEAK HOUR FACTOR: 0.90 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 0 0 379 0 0 0 549 0 0 0 0 0 0 0 0 0 Peak Season Correction Factor 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 EXISTING CONDITIONS 0 0 413 0 0 0 598 0 0 0 0 0 0 0 0 0 "BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Yearly Growth Rate 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% BACKGROUND TRAFFIC GROWTH 1 0 0 37 0 0 0 53 0 0 0 0 0 0 0 0 0 NON -PROJECT TRAFFIC 1 0 1 0 1 450 1 0 1 0 1 0 1 651 1 0 1 0 1 0 1 0 1 0 1 0 1 0 10 0 "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Trips Net New 87 116 71 141 TOTAL PROJECT TRAFFIC 0 0 87 0 0 116 71 0 0 0 0 141 0 0 0 0 TOTAL TRAFFIC 0 0 537 0 0 116 722 0 0 0 0 141 0 0 0 0 TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION: Access B & Magnolia Pond Dr. COUNT DATE: May 25, 2022 TIME PERIOD: 7:00 a.m. - 8:00 a.m. PEAK HOUR FACTOR: 0.90 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 0 0 379 0 0 0 549 0 0 0 0 0 0 0 0 0 Peak Season Correction Factor 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 EXISTING CONDITIONS 0 0 413 0 0 0 598 0 0 0 0 0 0 0 0 0 "BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout z z z z z z z z z z z z z z z z Yearly Growth Rate 4.4% 4.4% 4.4% 4.4i 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% BACKGROUND TRAFFIC GROWTH 1 0 0 37 0 0 0 53 0 0 0 0 0 0 0 0 0 NON -PROJECT TRAFFIC 1 0 1 0 1 450 1 0 1 0 1 0 1 651 1 0 1 0 1 0 1 0 1 0 1 0 1 0 10 0 "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Trips Net New 1 1 34 1 1 1 43 zs 1 1 1 1 1 52 TOTAL PROJECT TRAFFIC 0 0 34 0 0 43 28 0 0 0 0 52 0 0 0 0 TOTAL TRAFFIC 0 0 484 0 0 43 679 0 0 0 0 52 0 0 0 0 TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION: Access C & Magnolia Pond Dr. COUNT DATE: May 25, 2022 TIME PERIOD: 7:00 a.m. - 8:00 a.m. PEAK HOUR FACTOR: 0.90 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 0 0 379 0 0 0 549 0 0 0 0 0 0 0 0 0 Peak Season Correction Factor 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 EXISTING CONDITIONS 0 0 413 0 0 0 598 0 0 0 0 0 0 0 0 0 "BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Yearly Growth Rate 4.4% 4.4% 4.4% 4.4i 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% BACKGROUND TRAFFIC GROWTH 1 0 0 37 0 0 0 53 0 0 0 0 0 0 0 0 0 NON -PROJECT TRAFFIC 1 0 1 0 1 450 1 0 1 0 1 0 1 651 1 0 1 0 1 0 1 0 1 0 1 0 1 0 10 0 "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Trips Net New I I I I 1 1 28 1 1 1 1 1 1 34 TOTAL PROJECT TRAFFIC 0 0 0 0 0 28 0 0 0 0 0 34 0 0 0 0 TOTAL TRAFFIC 0 0 450 0 0 28 651 0 0 0 0 34 0 0 0 0 TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION: Collier Blvd & Magnolia Pond Dr. COUNT DATE: May 25, 2022 TIME PERIOD: 4:45 p.m. - 5:45 p.m. PEAK HOUR FACTOR: 0.86 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 0 34 5 80 0 182 8 110 14 96 1,543 91 2 12 929 50 Peak Season Correction Factor 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 EXISTING CONDITIONS 0 37 5 87 0 198 9 120 15 105 1,682 99 2 13 1,013 55 "BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Yearly Growth Rate 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.a% BACKGROUND TRAFFIC GROWTH 1 0 3 0 8 0 18 1 11 1 9 15O 9 0 1 90 5 NON -PROJECT TRAFFIC 1 0 1 40 1 5 1 95 1 0 1 216 1 1.0 1 131. 1 16 1 114 1 1,832 1 108 1 2 1 14 1 1,103 1 60 "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Trips Net New 131 4 263 4 265 1 1 1 1 1 1 133 TOTAL PROJECT TRAFFIC 0 184 4 316 0 0 4 0 0 318 -53 0 0 0 -53 1 186 TOTALTRAFFIC 0 224 9 411 0 216 14 131 16 432 1,779 108 2 14 1,050 1 246 TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION: Collier Blvd & City Gate Blvd. COUNT DATE: May 25, 2022 TIME PERIOD: 4:45 p.m. - 5:45 p.m. PEAK HOUR FACTOR: 0.89 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 0 0 0 0 0 0 0 75 7 0 1,635 54 z 51 993 0 Peak Season Correction Factor 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 EXISTING CONDITIONS 0 0 0 0 0 0 0 82 8 0 1,782 59 2 56 1,082 0 "BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout z 1 z 1 z 1 z 1 z 1 z 1 z 1 z 1 z 1 z 1 z 1 z 1 z 1 z z z Yearly Growth Rate a.ai a.ai 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% a.ai a.ai 4.4% 4.4% a.ai 1A% BACKGROUND TRAFFIC GROWTH 0 0 0 0 0 0 0 7 1 0 159 5 0 5 96 0 NON -PROJECT TRAFFIC 1 o 1 0 1 0 1 0 1 0 1 0 1 0 1 89 1 9 1 0 1 1,941 1 64 1 2 1 61 11,178 0 "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Trips Net New I I I I I I I I I 1 1 131 1 1 1 1 133 TOTAL PROJECT TRAFFIC 0 0 0 0 0 0 0 0 0 0 131 0 0 0 133 0 TOTAL TRAFFIC 0 0 0 0 0 0 0 89 9 0 2,072 64 2 61 1,311 0 TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION: Noah's Way & Magnolia Pond Dr. COUNT DATE: May 25, 2022 TIME PERIOD: 4:45 p.m. - 5:45 p.m. PEAK HOUR FACTOR: 0.86 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 0 0 129 0 0 0 184 0 0 0 0 0 0 0 0 0 Peak Season Correction Factor 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 EXISTING CONDITIONS 0 0 141 0 0 0 201 0 0 0 0 0 0 0 0 0 "BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Yearly Growth Rate 4.4% 4.4% 4.4% 4.4i 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% BACKGROUND TRAFFIC GROWTH 1 0 0 13 0 0 0 18 0 0 0 0 0 0 0 0 0 NON -PROJECT TRAFFIC 1 0 1 0 1 154 1 0 1 0 1 0 1 219 1 0 1 0 1 0 1 0 1 0 1 0 1 0 10 0 "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Trips Net New 68 68 TOTAL PROJECT TRAFFIC 0 0 68 0 0 0 68 0 0 0 0 0 0 0 0 0 TOTAL TRAFFIC 0 0 222 0 0 0 287 0 0 0 0 0 0 0 0 0 TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION: Access A & Magnolia Pond Dr. COUNT DATE: May 25, 2022 TIME PERIOD: 4:45 p.m. - 5:45 p.m. PEAK HOUR FACTOR: 0.86 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 0 0 129 0 0 0 184 0 0 0 0 0 0 0 0 0 Peak Season Correction Factor 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 EXISTING CONDITIONS 0 0 141 0 0 0 201 0 0 0 0 0 0 0 0 0 'BACKGROUND TRAFFIC' FRU FRL FRT FRR WRU WRL WRT WRR NRU NRL NRT NRR SRU SRL SRT SRR Years To Buildout z z z z z z z z z z z z z z z z Yearly Growth Rate 4.4% 4.4% 4.4% 4.ai 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% a.1% a.ai BACKGROUND TRAFFIC GROWTH 0 0 13 0 0 0 18 0 0 0 0 0 0 0 0 0 NON -PROJECT TRAFFIC 0 1 0 1 154 1 0 1 0 1 0 1 219 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 "PROJECT TRAFFIC" LAND USE TYPE EBU FRL FRT FRR WRU WRL WRT WRR NRU NRL NRT NRR SBU SRL SRT SRR Project Pass - By I 1 1 105 1 1 1 1 1 1 105 Trips Net New 68 1 1 1 334 68 1 1 1 1 1 330 TOTAL PROJECT TRAFFIC 0 0 68 1 0 1 0 1 439 68 1 0 1 0 1 0 1 0 1 435 0 0 0 0 TOTAL TRAFFIC 0 1 0 1 222 1 0 1 0 1 439 1 287 1 0 1 0 1 0 1 0 1 435 1 0 1 0 0 0 TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION: Access B & Magnolia Pond Dr. COUNT DATE: May 25, 2022 TIME PERIOD: 4:45 p.m. - 5:45 p.m. PEAK HOUR FACTOR: 0.86 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 0 0 129 0 0 0 184 0 0 0 0 0 0 0 0 0 Peak Season Correction Factor 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 EXISTING CONDITIONS 0 0 141 0 0 0 201 0 0 0 0 0 0 0 0 0 "BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Yearly Growth Rate 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% BACKGROUND TRAFFIC GROWTH 1 0 0 13 0 0 0 18 0 0 0 0 0 0 0 0 0 NON -PROJECT TRAFFIC 1 0 1 0 1 154 1 0 1 0 1 0 1 219 1 0 1 0 1 0 1 0 1 0 1 0 1 0 10 0 "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Trips Net New 1 1 24 1 1 1 44 24 1 1 1 1 1 44 TOTAL PROJECT TRAFFIC 0 0 24 0 0 44 24 0 0 0 0 44 0 0 0 0 TOTAL TRAFFIC 0 0 178 0 0 44 243 0 0 0 0 44 0 0 0 0 TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION: Access C & Magnolia Pond Dr. COUNT DATE: May 25, 2022 TIME PERIOD: 4:45 p.m. - 5:45 p.m. PEAK HOUR FACTOR: 0.86 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 0 0 129 0 0 0 184 0 0 0 0 0 0 0 0 0 Peak Season Correction Factor 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 1.090 EXISTING CONDITIONS 0 0 141 0 0 0 201 0 0 0 0 0 0 0 0 0 "BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Yearly Growth Rate 4.4% 4.4% 4.4% 4.4i 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% 4.4% BACKGROUND TRAFFIC GROWTH 1 0 0 13 0 0 0 18 0 0 0 0 0 0 0 0 0 NON -PROJECT TRAFFIC 1 0 1 0 1 154 1 0 1 0 1 0 1 219 1 0 1 0 1 0 1 0 1 0 1 0 1 0 10 0 "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Trips Net New I I I I 1 1 24 1 1 1 1 1 1 24 TOTAL PROJECT TRAFFIC 0 0 0 0 0 24 0 0 0 0 0 24 0 0 0 0 TOTAL TRAFFIC 0 0 154 0 0 24 219 0 0 0 0 24 0 0 0 0 N N O N N E N 0- a) U) rl N M a u1 a a a a a u u u u u 3 3 3 3 3 t/0f t/0f t/0f t/0f t/0f E E E E E 7 7 7 7 7 O O O O O 7 7 7 7 7 4,mo M E m N m m O L 3 0 N N 0 I, w lD 00 I, a)c-1 > N N N N m Ln w 3 i 7 O H w E w o o o o o 3 o o m m o O 3 W m W W W H w to E w O O O O O 0 0 0 0 0 L N 'tZl* Ln N m O 7 N N N N N 7 O Ln N w 0 0 0 0 0 E w O O O O O o 3 rn o r1 ro a O N m m m m V) !i w 0 0 0 0 0 E w O O O O O 3 i 0 m 0 0 0 O 3 Ln Ln ^ N N 7 O N N N m m H L Ln lD I, 00 Ol M -I c-I c-I c-I c-I w O O O O O N N N N N s C O w O J LL w O Ln Ln Ln O N 3 0 00w O L lD N w D O m > F N N N N m L Ln lD I, 00 Ol o o o o o < w O F >- N N N N N 0 a F O Y O c cO C w O c r1 N mLn tD r, oo rn� J w m u w0 Ln w 3 0 N ON O r, i lD 00 I, a) c-I F > N N N N m 0 N O N O N I O N O N v 0 O O O O O O O O O O N O O O O O O O O O O O � O � O uJ O uJ O Lo O m m o0 o0 I- I- co couJ M N N N N N N N N N N N z < z L Ln lD I, 00 Ol Ln Ln Ol ro 00n t 3 t 3 is c l c l c l -I -I N -I I" O t\D w 0 0 0 0 0 c-1 n a)n M O lD O N N N N N c l c-1 00O Ln a C7 C7 N W O c+-I c+-I O1-1 --- --- no no c c i O i W w C c H LL c Y II LxLI J y II C X o w o w W L 7 L 7 C f6 j D L+ Ln LL LL w c ,-1 N m -;t Ln lD I, oo a)O � J FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 03 - COLLIER SITE: 4523 - CR-951/COLLIER BLVD., 250 FEET NORTH OF CITY GATE BLVD. YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- 2020 ---------- 32000 C ------------ N 16000 ------------ S 16000 --------- 9.00 -------- 56.50 -------- 10.00 2019 32000 C N 15500 S 16500 9.00 56.40 7.20 2018 32000 C N 16000 S 16000 9.00 56.50 9.60 2017 27000 C N 13500 S 13500 9.00 56.80 7.40 2016 25500 C N 12500 S 13000 9.00 57.40 7.50 2015 25000 C N 12500 S 12500 9.00 57.20 5.60 2014 25500 C N 12500 S 13000 9.00 56.50 7.10 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 03 - COLLIER SITE: 4525 - CR-951/COLLIER BLVD, 500 FT N OF GOLDEN GATE PKWY YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- 2020 ---------- 33500 F ------------ N 16000 ------------ S 17500 --------- 9.00 -------- 56.50 -------- 7.40 2019 34500 C N 16500 S 18000 9.00 56.40 7.40 2018 33500 C N 16000 S 17500 9.00 56.50 9.10 2017 31000 T 9.00 56.80 4.50 2016 30000 S N 14500 S 15500 9.00 57.40 6.50 2015 29000 F N 14000 S 15000 9.00 57.20 6.50 2014 28000 C N 13500 S 14500 9.00 56.50 6.50 2013 25500 S N 13000 S 12500 9.00 56.00 6.30 2012 25500 F N 13000 S 12500 9.00 56.20 6.30 2011 25500 C N 13000 S 12500 9.00 56.50 6.30 2010 25000 S N 12500 S 12500 10.32 56.59 6.40 2009 26000 F N 13000 S 13000 11.01 56.34 6.40 2008 27000 C N 13500 S 13500 11.12 56.68 6.40 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 03 - COLLIER SITE: 7012 - SR93/I-75 NB, OFF -RAMP TO SR951/COLLIER BLVD X101 YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- 2020 ---------- 2200 S ------------ 0 ------------ 0 --------- 9.00 -------- 99.90 -------- 8.10 2019 2300 F 0 0 9.00 99.90 7.50 2018 2200 C E 2200 0 9.00 99.90 9.10 2017 2500 T 0 0 9.00 99.90 6.20 2016 2400 S 0 0 9.00 99.90 6.40 2015 2200 F 0 0 9.00 99.90 4.70 2014 2100 C E 2100 9.00 99.90 5.50 2013 2000 S 0 0 9.00 99.90 3.10 2012 1900 F 0 0 9.00 99.90 2.90 2011 1900 C E 1900 0 9.00 99.90 6.30 2010 2000 S 0 0 9.50 99.99 3.70 2009 2000 F 0 0 9.40 99.99 6.00 2008 2000 C E 2000 0 9.07 99.99 5.10 2007 3200 S 0 0 13.90 2006 3200 F 8.64 99.99 15.50 2005 3100 C E 3100 8.90 99.90 0.00 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 03 - COLLIER SITE: 0190 - SR 951, NORTH OF SR 84 & SOUTH OF I-75/SR93 CC573 YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR -------------- 2020 51500 C ------------ N 25000 ------------ S --------- 26500 9.00 -------- 55.00 -------- 8.10 2019 58000 C N 28000 S 30000 9.00 55.90 7.60 2018 48500 C N 23500 S 25000 9.00 54.00 9.00 2017 48000 C N 23500 S 24500 9.00 54.50 6.20 2016 55000 C N 26500 S 28500 9.00 54.40 6.40 2015 48000 C N 23000 S 25000 9.00 57.20 7.20 2014 45000 C N 22500 S 22500 9.00 56.50 6.70 2013 40000 E N 19500 S 20500 9.00 56.00 5.90 2012 39000 S N 19000 S 20000 9.00 56.20 4.80 2011 40000 F N 19500 S 20500 9.00 56.50 4.80 2010 40000 C N 19500 S 20500 10.32 56.59 4.80 2009 43500 C N 21500 S 22000 11.01 56.34 8.90 2008 42500 C N 21000 S 21500 11.12 56.68 7.20 2007 51000 C N 24500 S 26500 11.68 56.38 9.30 2006 47500 C N 24000 S 23500 11.27 57.97 12.00 2005 53000 C N 26000 S 27000 11.40 54.70 8.40 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES 00 LM M W �p N Ln p N W O p M 2 � N w m o Q Q O p o _ � o F- 0 N O V Ln Z W N Q J o a G) 00 Q M N Z Z W w a z LLI p W Z > LLI o 2 ° W C7 +' Q 3 C MZ Q V O v v F- u W O 3 Ov 3 N z O N H V1 = C a LLI J H O O � 0 W a 2 CC W O LL F- Ln N v El X ca LL m N O C-0 U LO N co LO O a I N U C O s Q w v H H Vf aJ Gl T i C J LL z O Q O LL z H m W a O x Qo N M O �a 3 N 0 w C O m W Ln aJ 4• a1 N Qo rn N O O v z Y O O Co41 m a In W In O a W m O H Q N O a N 5 W 'Q W Ln LL O W a ❑x ❑ ❑ ❑ E� v N � N a1 +� > cn � a� +� +.,Ln — N v v v m = +- N In ) V +f D U V Q 0 i a V Q CU U LL a cn v V a W p O m a W m O W V w N m W H Q LL O W a v -W m a) t v O Q CL) _ m a) a--� O a N CU C y c6 z O +v+ mN L �0 � N M o o O N r 0❑❑❑ U a' a' co O c�� r C O -cu i E ++ v -a cam N In v aJ N p rn w a) N , T 'M +O+ — - N O O ,n aJ v T V1 c ova � +� v> O M d d O V a1 U f�C j a) a) dp X _ Q O m U U LL a p r Ln C d M Q U ,C V s Q m ° j M c v a cu avi O N 0 N cz o c o 1 4- 4 c� c� ��> aJ Ln M C: aJ O aJ L (p L aJ m N U U U + O M to ca > �O N _0 O O O— co 4 N � P1 � % O L OU � a1 a1 O Q) U LV rn+ O M co o a aJ U U aJ �O a-' 4-Q 'U > Q x V In aJ O U i (6 aJ V)L N U Ln x L � N o Q LLL U N O Q) •� Q) 'v O a --+ = p O a--+ a- dJ n3 aJ .+ — O In 7a Q L >j x O tt H J N O (B O n3 4- C '> L (� U m _ —_ O L QJ (0 LL N C i t + `� C6 4- C]A Z W N C O '— aJ Q aJ aJ In N O a-1 Q) a--' c o rn aJ O L v +, } c _> O rn 00 N Z OU W �aJ 0-+�-+ N C O v�i m - m aJ O 0 U m O4- c UO Lna C 4- U LO N NLn 4J U L L U O O � vi V In U a--� C aJ 4-L N U L Q U OL m aJ C aJ Q Q a"� v� + O U aJ E (B L aJ •L U ma: N ro aJ — U i-' n aJ Q p L p L +C bn O +� C o O r� +,� �4-v.V) Q v v a) �, c � 4-1, O° o U U +, 4-1 cvOQ NoC Z O oU Na_� QJ L Q N 4; vEQ O u "v , n } MU n3 In U -0L O + OU ++ aJ a O Q H �= w d j + N v > D n3 E U Lu CL aJ L N N N C ca L 7 aJ +' +' O aCJ T + U Z O -� c u O> L C aJ Q) aJ +_ O O O aJ a- Q O oA m (� w >. aJ O N O c� O a as — aJ Q n Z Z O H C C C °4-' p Q-I- cn O a+ �, Q `� v a1 > U U � U •- aJ Ln c O Ln ,j O Lon O a) > Q a-1 U � � � � Q i > .� .� v o a) c� 3 Z °; m U� m V) V) Ln 4- W ry D U) ry Q r) Z D O m 11 SOUTHERLY RIGHT-OF-WAY LINE ACCESS RD. No. 2, (60' R-O-W) O.R. BOOK 1018. PG'S 383 - 386 (ACCESS RD. No. 2 IS A FEE SIMPLE R-O-W FOR PUBLIC PURPOSES - SEE NOTES.) SCALE s.l.E 100 200 WO ... Fa .._ .._. _ , _ .• ^__ L6 POMR XOT SET .---- \�_•��FQ W ♦FIIQ POST �^;^ 5.� � -T an' sa n N I LEGAL DESCRIPTION IN FEET ( ) "T ; A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 34. TOWNSHIP 49 SOUTH, RANGE 26 iD I EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: m COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 34, TOWNSHIP 49 SOUTH,. RANGE 26 EAST. COLUER COUNTY, FLORIDA; THENCE RUN 5.88'48'27'W., ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 34, FOR A DISTANCE OF 1DO.01 FEET TO A POINT 100.00 FEET �10p• WESTERLY OF, AS MEASURED AT RIGHT ANGLES TO. THE EAST LINE OF THE NORTHEAST QUARTER OF SAID 17 SECTION 34; THENCE RUN N.00'29'15'W.. PARALLEL WITH THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 34, FOR A DISTANCE OF 1336.33 FEET TO THE POINT OF-INNIN- OF THE PARCEL GE LAND p HEREIN DE SCRIBED; THENCE CONTINUE N.00'29'15"W. PARALLEL WITH THE EAST LINE OF THE NORTHEAST m OR I QUARTER OF SAID SECTION 34, FOR A DISTANCE OF 17.39 FEET TO A POINT ON THE SOUTHERLY WETLAND 2 I RIGHT-OF-WAY UNE OF ACCESS ROAD NO. 2 AS THE SAME IS DESCRIBED IN O.R. BOO( 1018 AT PAGES 383 THROUGH 386 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN S.87'42'52'W., ALONG THE SOUTHERLY RIGHT-OF-WAY UNE OF ACCESS ROAD NO. 2, FOR A DISTANCE OF 947.68 FEET; THENCE RUN S.00'00'00"W. FOR A DISTANCE OF 1268.88 FEET TO A POINT 60.00 FEET NORTHERLY OF. AS MEASURED V A C A N T F.C.M. w p NO I.D. w AS TAT HE SAME ST AN STO. THE SHOWN ON THEHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP FOR STATE 4' ROUND 3t ROAD NO. 93-75 , COWER COUNTY, SECTION 03175-2409, LAST REVISED 1 0 B0; THENCE RUN N.88' 0.08' EAST v 0.03' NORTH "- - V I Z 37'01'E., PARALLEL NTH SAID LIMITED ACCESS RIGHT-OF-WAY UNE• FOR A DISTANCE OF 658.52. FEET; TENE RUN N.64'12'39'E., PARALLEL WIT SAID LIMITED ACCESS RIGHT-OF-WAY LINE, FOR A DISTANCE. OF 3 207.98 FEET; THENCE RUN N.2337'28"E.. PARALLEL WIT SAID LIMITED ACCESS RIGHT-OF-WAY LINE. FOR A < g i z DISTANCE OF 57.81 FEET TO A POINT ON SAID LIMITED ACCESS RIGHT-OF-WAY LINE; THENCERUNN.03' p p L,r-F O 19'52-E., ALONG SAID UNITED ACCESS RIGHT-OF-WAY LINE, FOR A DISTANCE OF 496.10 FEET; ENCE RUN N.04'43'11'E., ALONG SAID LIMITED ACCESS RIGHT-OF-WAY LINE, FOR A DISTANCE OF 613.98 FEET TO THE P N I Q POINT OF BEGINNING; CONTAINING 25.836 ACRES. MORE OR LESS LINE TABLE m I NOTES: LIE LENGTH BEARNG N ,.Tj p THIS PROPERTY IS SUBJECT TO EASEMENTS, RESERVATIONS OR RESTRICTIONS OF RECORD. L1 70.00 O 14 BEARINGS REFER TO THE SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 34, TOWNSHIP 49 SOUTH, u RANGE 26 EAST, COWER COUNTY, FLORIDA. AS BEING S.88'48'27'W. L4 L5 207.98 N64'I 'E 57.61 3. nh S.I.R.F.I.R. I THISPROPERTY WAS VACANT 4/30/01. L6 17.39 N '1 'W #1772� /177 I PROPERTY AREA: 25.836 ACRES. MORE OR LESS. #1772 VA v THIS PROPERTY IS LOCATED IN FLOOD ZONE X PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.) S.I.R. N 66'37'01� E 656.52' F.C.M. FLOOD INSURANCE RATE MAP (F.I.R.M.) HAVING COMMUNITY PANEL NUMBER 120067 0415 D, DATED 6/3/86, /1772 '•� NO I.D. 4" ROUND WITH A F.I.R.M. INDEX DATED 7/20/98. S 00.00'0D" W 60.10' N 86.37'01' E 673.95' YY — — — — — P-0 C , NE i/4 THE JURISDICTIONAL WETLAND AREA SHOWN HEREON WAS LOCATED AS FLAGGED BY SOUTHERN BIOMES, INC. SEC 34-49-26 1-75 ACCESS ROAD NO. 2 IS A FEE SIMPLE RIGHT-OF-WAY FOR PUBLIC PURPOSES WITH TITLE VESTED IN THE S8B 4827'W SOOT UNE NORTHEAST 1/4 1000t' STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PURSUANT TO THE STIPULATED FINAL JUDGEMENT RECORDED IN O.R. BOOK 1018 AT PAGES 383 TROUGH 386 OF THE PUBLIC RECORDS OF COLDER COUNTY. SECTION 34-49-26 FLORIDA. THERE IS A DISCREPANCY BETWEEN THE LOCATION OF HOMAN ROAD (ACCESS ROAD NO, 2) AS DESCRIBED IN THE WARRANTY DEED RECORDED IN O.R. BOOK 826 AT PAGE 89 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AND THE LOCATION OF SAME AS DESCRIBED IN THE STIPULATED FINAL JUDGMENT RECORDED IN O.R. BOOK 1018 AT PAGE 386. OF THE PUBLIC RECORDS E COLLIER COUNTY, FLORIDA. THIS SURVEY IS BASED UPON THE DESCRIPTION OF HOMAN ROAD (ACCESS ROAD NO. 2) AS RECORDED IN O.R. 1300K 1018 AT PAGES 383 THROUGH 386. TIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. CERTIFIED TO: VICTORIA ESTATES, LTD. LEGEND SOUTHTRUST BANK BURR & FORMAN. LLP COODLETTE. COLEMAN & JOHNSON. P.A. POC POINT OF COMMENCEMENT MIDWEST TITLE GUARANTY COMPANY OF FLORIDA POB POINT OF BEGINNING COMMONWEALTH LAND TITLE INSURANCE COMPANY SIR SET IRON ROD W/CAP LB 1772 VOGEL LAW OFFICE FIR FOUND IRON ROD WPP WOODEN POWER POLE I HEREBY CERTIFY THAT THIS SKETCH OF THE HEREON DESCRIBED PROPERTY WAS SURVEYED UNDER MY UTS UNITED TELEPHONE SYSTEM BOX DIRECTION ON 4/30/01. 1 FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS UE UTILITY EASEMENT FOR LAND SURVEYING IN THE STATE OF FLORIDA PURSUANT TO CHAPTER 61G17-6, F.A.C. CLP CONCRETE LIGHT POLE OiPL OVERHEAD POWER LINE HOLE, MONTES, INC. DOT DEPARTMENT OF TRANSPORTATION CERTIFICATE OF AUTHOR NN LB #1772 CAN CABLE TELEVISION GW GUY WERE / BY �l1AM.-,V P.LS. #3741 THOMAS J. GARRIS STATE OF FLORIDA SAWN BY. BA I DATE 5/02/01 BOUNDARY SURVEY DRAWING NO. CHECKED Or. TJG DATE 5 03 01 / / 950 Encore Way Nor VAUD WITHOUT THE SIGNATURE AND OF A PORTION OF THE A-1304 PROJECT NO. Naples, FL. 34110 THE ORIGINAL RAISED SECTION - TOWNSHIP -RANGE 34 — 49 — 26 Phone: (941)254-2000 SEAL OF A FLORIDA NORTHEAST QUARTER 1992.114 FRELO BOOK HOLE MONTES FloridaCer9ficateuf LIC�DEID ARMOR SECTION 34, TOWNSHIP 49 S., RANGE 26 E. 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I F S LAKE II I^ ul wa i' t5 Ac. �a I PREFf�VE.' I 25' TYPE ly n ❑ YQc I �'. ''15.�d] •A,' 1 'D' BUFFER 3 Z 0 - 0uj I t.« III o 6' WIDE GATED PEDESTRIAN u I }l BUFFER TERCONNECTION I Q RESERVATION I°1I yLD 11 c II Ip Ln i } T ,.....,... < I � 25' TYPE +.�D' BUFFER GATED VEHI LAR I� INTERCONNECTI h I r NOTE: PRESERVES MAY BE USED TO SATISFYTHEIu U LANDSCAPE BUFFER REQUIREMENTS AFTER EXOTIC VEGETATION REMOVAL IN ACCORDANCE WITH LDC •+ 'FL1yE5fER1PE' SECTIONS 4,06.02 AND 4.06.05.E.1. _ — ----- ---------------- --` SUPPLEMENTAL PLANTINGS WITH NATIVE PLANT — — — — — — — — —^ MATERIALS SHALL BE IN ACCORDANCE WITH LDC SECTION 3.05.07. IN ORDER TO MEET THE LDC REQUIREMENTS FOR A TYPE B BUFFER ALONG THE I ,--TE R S T A T E 7 5 R I G H T- O F- W A Y WESTERN BOUNDARY OF THE PUD, A LAND US SUMMARY 6-FOOT-WIDE LANDSCAPE BUFFER RESERVATION COly1MERCfAL ISTRICT "C" 25.3 Ac.t HAS SEEN IDENTIFIED ON THE MASTER PLAN. IN .".�..'. VEGETATION PRESERVE AREA (15.12 AC. TOTAL) RETAIL 240,000 S.F. MAX. THE EVENT THAT THE PRESERVE DOES NOT M DISTRICT "C" = 1.16f AC. OFFICE 30,000 S.F. MAX. BUFFER REQUIREMENTS AFTER REMOVAL OF EXOTICS AND SUPPLEMENTAL PLANTING HIM DISTRICT "R" = 13,96t Ac. R.O.W. (COMMERCIAL) 1.6 Ac.t THE PRESERVE, PLANTINGS WILL BE P VI DED IN TOTAL. = 15.12 Ac. THE 6' WIDE RESERVATION TO M THE BUFFER RESIDENTIAL DISTRICT "R" 43.3 Ac.± REQUIREMENTS. THE TYPE, siZ ND NUMBER of LAND DEDICATED FOR THE OPEN SPACE PRESERVE LAKES.. SEMENTS 26.3 Ac.t SUCH PLANTINGS, IF NEC ES RY, WILL BE ( DETERMINED AT TIME OF tTIAL SDP OR PLAT R.O.W. OF COLLIER BLVD. MAXIMUM UNITS 10 UPA (MAX. 43 UMTS) AND INCLUDED ON T LANDSCAPE PLANS FOR APPROXIMATELY 0.22f Ac. THE SDP OR PLAT TOTAL 70.2 Ac.t (O.R. BOOK 4413, PAGE 3871) n°. Dare aEvrsraxs er �Sa9`fG1VOLI 0E91<:rOO1 REVISED SHEET r a4 s re aewscn vea crux rr aewew aw ° ;'; m- P. U..D MASTER PLAN COLLIER BLVD (®''"BARBER& ] z os rsewsm PEA rouwrr at•wew rrw i rxerrc° e,_ 3 os s AW 9' was 9 - as W. aw MIXED CENTER IBiRUNDAGE, AVC, n o ra xawserrcmar access coca rrox pw COMMERCE CENTER , e�9 m...: — - 100 SCALE 1 EXHIBIT A- MASTER PLAN - REVISED PER HEX DECISION 2019-36 AND PMC-PL20190001945 DEVELOPMENT SUMMARY ACREAGE PERCENT OF SITE RESIDENTIAL +/-43.3 AC (62%) COMMERCIAL/MIXED-USE +/-25.3 AC (36%) RIGHT-OF-WAY +/-1.6 AC (2%) TOTAL SITE +/-70.2AC (100%) VEGETATION PRESERVE AREA +/- 15.12 AC TOTAL (ORD NO 01-10) RESIDENTIAL +/-13.96 AC COMMERCIAL/MIXED-USE +/-1.16 AC RESIDENTIAL DISTRICT OPEN SPACE (PRESERVE/LAKES/EASEMENT) +/-26.3 AC LAND DEDICATION FOR THE R.O.W. OF COLLIER BLVD +/- 0.22 AC (O.R. BOOK 4413 PAGE 3871) MAXIMUM RESIDENTIAL UNITS: 846 UNITS RESIDENTIAL DISTRICT: 433 UNITS (10 DU/A) COMMERCIAL/MIXED-USE: 413 UNITS (16 DU/A) CMU DENSITY: 300,000 SF MAX NOTES. 1. TH IS PLAN IS CONCEPTUAL IN NATURE AND IS SUBJECT TO MINOR MODIFICATION DUETOAGENCY PERMITTING REQUIREMENTS. 2. ALLACREAGES ARE APPROXIMATE AND APPROVAL. HOWEVER THERE MAYBE NO SUBJECT TO MODIFICATION AT THE TIME OF SOP OR PLAT LESS THAN ANY MINIMUMS IN THIS PUD. NOAH'S LANDING APARTMENTS GOLDEN GATE COMMERCE PARK PUD MAGNOLIA POND DRIVE (60_R.O.W.) 20' DRAINAGE EASEMENT 25' TYPE °D' BUFFER O.R. 4556, PG. 2507 15' TYPE 'B' BUFFER (SEE NOTE BELOW REGARDING UTILIZING PRESERVE TO MEET I BUFFER REQUIREMENTS) I I I ' MAGNOLIA POND MAGNOLIA POND it 30' EASEMENT 6' WIDE BUFFER PUD PUD I I O.R 229 .PC, 163.- RESERVATIDN 45'.'DRAINROiC.'ACC£ S AND I I :fWNTENANCC'CA5' NT 45,53,•FG: I I 15.12 AC'•.• NOTE: PRESERVES MAY BE USED TO I I .�.'PRESERVE'.�.� SATISFY THE LANDSCAPE BUFFER I , :.(ORD NO. 01-10):.:.'•'•'•'•'•'•'•'•'•'•'•'• REQUIREMENTS AFTER EXOTIC VEGETATION i REMOVAL IN ACCORDANCE WITH LEG I SECTIONS 4.06.02 AND 4.06.05.E.1. SUPPLEMENTAL PLANTINGS WITH NATIVE PLANT MATERIAL SHALL BE IN ACCORDANCE WITH LEG SECTION 3.05.07. IN ORDER TO MEET THE LDC REQUIREMENTS FOR ATYPE LI B BUFFER ALONG THE WESTERN BOUNDARY u L� OFTHE PUD,A6-FOOT-WIDE LANDSCAPE BUFFER RESERVATION HAS BEEN IDENTIFIED \�• ON THE MASTER PLAN. IN THE EVENT THAT `\� ••••••••••••••••••••••••• THE PRESERVE DOES NOT MEET BUFFER `��• • • • • ..•:•:•:••••• REQUIREMENTS AFTER REMOVAL OF EXOTICS `�•� AND SUPPLEMENTAL PLANTING WITHIN THE PRESERVE, PLANTINGS WILL BE PROVIDED IN �•�•:•,•• , , THE 6'WIDE N TO MEET THE BUFFER THE TYPE, SIZE, AND WILL NUMBER OF SUCHNPLA OED TI G OF NECESlj�ITIALSARY, INTERSTATE OR PLATAND INCLUDED ON THE LANDSCAPE - OF - WAY PLANS FOR THE SDP OR PLAT. RESIDENTIAL 43.3 AC (MAXIMUM UNITS: 433 UNITS; 10 du/a) 6' ' RESERVATION 25' TYPE 'D' BUFFER GOLDEN GATE COMMERCE PARK PUD 15 DRAINAGE EASEMENT 4549, PC. 1028 I I EXISTING � I I LAKE/ +/- 2.2 i C 'DRAINAGE EASEMENT I O.R. 4549 1 I 1, PG. 1028 Q I I A 1 I I I I COMMERCIAL / MIXED -USE I 25.3 AC I 25' TYPE 'D' BUFFER I I I I POTENTIAL GATED INTERCONNECTION/ \ \ / I 1 / PRESERVE •: W A X O k- COLLIER COUNTY EXHIBITA- COLLIER MIXED -USE PARKAMENDED MASTER PLAN FLORIDA - H�f0 D 3,9_1— DKimley»)Horn m z O a w A 04 d C� W a w F �x0 V. 4 00 q < z HUl Ow v�0¢ zw Wp as 0 ��w wu OWeel wr; � G40 �U ¢� Apo aw O °° w¢ Ho ¢�C) w� ° o �'�MOO HOo Awl OW `Ha A0 Oz0 HUww R: WV)A =¢ U z aoo w� UA QF wou a¢� � �aw300 x ¢ wOE- Wa q 04 W> o 04q uaNQO OzH wa'� ¢ 0z�� x¢V) Hx¢aU)¢z"VJ ��w.a xoo�zxoozx�?x x F-v�zP.¢E-uuU -� - 3 0 N w 0 0 N 0 A P. 17.A.4 (CHAPTER 8, COLLIER COUNTY ADMINISTRATIVE CODE FOR LAND DEVELOPMENT) A zoning sign(s) must be posted by the petitioner or 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 requirement of the LDC. For specific sign requirements, please refer to the Administrative Code, Chapter 8 E. I. 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(s) 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 petitioner 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 171t-10 rI n WHO ON OATH SAYS THAT HE/SHE HAS POSTED PROPER NOTICE AS REQUIRED BY SECTION 10.03.00 OF THE COLLIER COUNTY LAND DEVELOPMENT CODE ON THE PARCEL COVERED IN PETITION NUMBER 2.0410000 %so .AND 2n240OoO4j�i 1`I "� � M a l+r► S1Y S u I A. 100 SI APPL OR AGENT STREET OR P.O. BOX Pin�1i� p►MaYio� ,P�It,P,CN�1-P� NAME (TYPED OR PRINTED) STATE OF FLORIDA COUNTY OF 6"VTFt,,5ARqS977;q 3arasotr , F L 3423Co CITY, STATE ZIP The foregoing instrument was sworn to and subscribed before me this 5'0 h day of PS V r I i , 20 _�� by personally known to me or who produced as identification and who dididid not take an oath. j •• SUSAN M. JOHNSON MY COMMISSION 9 Hti 182275 t- SPY= EXPIRES: Juwary 29, 2026 %;por i �° 80rK d TWU N0WY Pub1i0 ilAWn S My Commission Expires: (Stamp with serial number) Signature of Notary P is '22- Printed Name of Notary Public Rey. 3/4/2015 Packet Pg. 1753 aa)uao jewwoo ash paxiw pnl8 aa!IloC) : L8LtZ) su6ig 6uisi)aanpy 6uiaeaH - 3 )uauayoe))y :)uauayoe))y 17.A.4 T PUBLIC HEAR'IN'G NOTICE GOLDEN GATE COMMERCE PARK PUD AMENDMENT Petition No. 20210000150 & COLLIER BOULEVARD MIXED -USE COMMERCE CENTER PUD AMENDMENT Petition No, 1'0210000419 CCPC: APRIL 20, 2023 — 9:00 a.m. BCC: JUNE 13, 2023 — 9:00 a.m. COLLIER COUNTY GOVERNMENT CENTER 3299 EAST TAMIAMI TRAIL, NAPLES, FL 34112 TIMOTHY FINN: 239-252-4312 Packet Pg. 1755 71 14A t WEDNESDAY, MAY 24, 2023 ) NAPLES DAILY NEWS 17.A.5 NOTICE OF PUBLIC HEARING NOTICE OF INTENT TO CONSIDER AN ORDINANCE 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 13, 2023, in the Board of County Commissioners meeting room, third floor, Collier Government Center, 3299 East Tamiami Trail, Naples FL to consider: AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AMENDING ORDINANCE NUMBER 2001-10, THE COLLIER BOULEVARD MIXED USE COMMERCE CENTER PLANNED UNITbEVELOPMENT (PUD), TO INCREASE THE MAXIMUM NUMBER OF DWELLING UNITS BY 413 FOR A TOTAL OF 84f1 DWELLING UNITS FOR THE PUD; BY CHANGING THE COMMERCIAL TRACT TO THE COMMERCIAL TRACT -MIXED USE TO ALLOW 413 MULTi-FAMILY DWELLING UNITS IN ADDITION TO THE ALLOWED COMMERCIAL USES; BY REVISING THE MASTER PLAN; AND REVISING DEVELOPMENT STANDARDS. THE SUBJECT PROPERTY IS LOCATED IN THE ACTIVITY CENTER #9 OVERLAY AND WITHIN SPECIAL TREATMENT WELLFIELD ZONE 4 (ST/W-4), WEST OF COLLIER BOULEVARD AND SOUTH OF MAGNOLIA POND DRIVE; IN SECTION 34, TOWNSHIP 49 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, CONSISTING OF 70,00* ACRES; AND BY PROVIDING AN EFFECTIVE DATE. [PL202100004191 �Qr o`ae� m Project 1. _ . Location 2 0 U Magnoli and DR 1-75 Radio RD Davis BLVD A copy of the proposed Ordinance 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 event/meeting entry on the Calendar of Events on the County website at www.colliercountyfl.gov/our-county/visitors/calendar-of-events after the agenda is posted on the County website. Registration should be done in advance of the public meeting, or any deadline specified within the public meeting notice. Individuals who register will receive an email in advance of the public hearing detailing how they can participate remotely in this meeting. Remote participation is provided as a courtesy and is at the user's risk, The County is not responsible for technical issues. For additional information about the. meeting, please call Geoffrey Willig at 252-8369or email to Geoffrey.Willig@coliiercountyfl,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 CRYSTALK: KINZEL, .. CLERK OF THE CIRCUIT COURT & COMPTROLLER By: Jennifer Hansen, Deputy Clerk (SEAL) NP-GC11063218 Packet Pg. 1756 1