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HEX Agenda 08/29/2024Collier County Hearing Examiner Page 1 Printed 8/22/2024 COLLIER COUNTY Collier County Hearing Examiner AGENDA Growth Management Department Conference Rooms 609/610 2800 Horseshoe Drive North Naples, FL 34104 August 29, 2024 1: 00 PM Andrew W. J. Dickman, Esq., AICP Hearing Examiner Note: Individual speakers will be limited to 5 minutes unless otherwise waived by the Hearing Examiner. Persons Wishing to have written or graphic materials included in the hearing report packets must have that material submitted to County staff at Ailyn.Padron@CollierCountyFL.gov 10 days prior to the Hearing. All materials used during presentation at the hearing will become a permanent part of the record. Any person who decides to appeal a decision of the Hearing Examiner 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 to be based. Decisions of the Hearing Examiner are final unless appealed to the Board of County Commissioners. Hearing Procedures will provide for presentation by the Applicant, presentation by staff, public comment and applicant rebuttal. The Hearing Examiner will render a decision within 30 days. Persons wishing to receive a copy of the decision by mail may supply County staff with their name, address, and a stamped, self-addressed envelope for that purpose. Persons wishing to receive an electronic copy of the decision may supply their email address. August 2024 Collier County Hearing Examiner Page 2 Printed 8/22/2024 1. Pledge of Allegiance 2. Review of Agenda 3. Advertised Public Hearing A. Petition No. PDI-PL20240005412 – Request for an insubstantial change to the Lawmetka Plaza Planned Unit Development (PUD), Ord. No. 02-51, as amended, to change the timeframe in Section 8.2 to provide right turn lanes on Wiggins Pass Road at the project’s middle entrance and eastern access drive from 24 months to 48 months after the Lawmetka Plaza PUDA (PL20190001489) was approved or prior to the issuance of the certificate of occupancy for Publix, whichever comes first. The ±34-acre PUD is located on the northwest corner of Wiggins Pass Road (C.R. 888) and U.S. 41, in Section 16, Township 48 South, Range 25 East, Collier County, Florida. B. Petition No. PDI-PL20240005623 – A request for a comparable use determination that a sterile processing center is comparable, compatible, and consistent with the list of permitted uses in Section 3.3.A of the Naples Daily News Business Park Planned Unit Development (BPPUD), Ord. No. 06-49, as amended. The proposed use will occupy ±25,145 square feet of the approximately 186,000 square-foot building in Parcel A. The BPPUD is located at the southwest quadrant of the intersection of Immokalee Road and Arthrex Boulevard in Section 27, Township 48 South, Range 25 East of Collier County, Florida. 4. Other Business 5. Public Comments 6. Adjourn 08/29/2024 COLLIER COUNTY Collier County Hearing Examiner Item Number: 3.A Doc ID: 29572 Item Summary: Petition No. PDI-PL20240005412 – Request for an insubstantial change to the Lawmetka Plaza Planned Unit Development (PUD), Ord. No. 02-51, as amended, to change the timeframe in Section 8.2 to provide right turn lanes on Wiggins Pass Road at the project’s middle entrance and eastern access drive from 24 months to 48 months after the Lawmetka Plaza PUDA (PL20190001489) was approved or prior to the issuance of the certificate of occupancy for Publix, whichever comes first. The ±34-acre PUD is located on the northwest corner of Wiggins Pass Road (C.R. 888) and U.S. 41, in Section 16, Township 48 South, Range 25 East, Collier County, Florida. Meeting Date: 08/29/2024 Prepared by: Title: Principal Planner – Zoning Name: Eric Ortman 08/07/2024 12:55 PM Submitted by: Title: Zoning Director – Zoning Name: Mike Bosi 08/07/2024 12:55 PM Approved By: Review: Transportation Management Operations Support Evelyn Trimino GMCDD Reviewer Completed 08/13/2024 3:31 PM Zoning James Sabo Review Item Skipped 08/20/2024 1:43 PM Zoning Ray Bellows Review Item Completed 08/20/2024 2:31 PM Zoning Mike Bosi Division Director Completed 08/21/2024 7:55 AM Hearing Examiner (GMD Approvers) David Merino Review Item Completed 08/22/2024 10:42 AM Hearing Examiner Andrew Dickman Meeting Pending 08/29/2024 1:00 PM 3.A Packet Pg. 3 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: ZONING DIVISION – ZONING SERVICES SECTION GROWTH MANAGEMENT DEPARTMENT HEARING DATE: AUGUST 29, 2024 SUBJECT: PDI-PL20240005412, LAWMETKA PLAZA PUD APPLICANT/AGENT: REQUESTED ACTION: The petitioner requests an insubstantial change (PDI) to Ordinance No. 2021-26, as amended, the Lawmetka Plaza Planned Unit Development (PUD) to increase the timeframe to construct turn lanes from Wiggins Pass Road into the PUD from 24 months to 48 months from the date that the Lawmetka Plaza PUDA (PL20190001489) was approved, or prior to the issuance of the certificate of occupancy for Publix, whichever occurs first. GEOGRAPHIC LOCATION: The subject ±32.50-acre parcel is part of the ±34-acre PUD and sits on the west side of Tamiami Trail North (US 41) in the northwest quadrant of the intersection of Tamiami Trail and Wiggins Pass Road in Section 16, Township 48 South, Range 25 East in unincorporated Collier County. (See location maps on page 2 and page 3). Owner:Applicant: 13555 TTN, LLC Todd Mathes 7978 Cooper Creek Blvd.Benderson Properties, Inc. University Park, FL. 34201 7978 Cooper Creek Blvd. University Park, FL. 34201 Agent: David Mercer Kimberly-Horn and Associates 1514 Broadway, Suite 300 Fort Myers, FL. 33901 3.A.a Packet Pg. 4 Attachment: Staff Report - Lametka Plaza PUD [Revision 2] (29572 : PL20240005412 Lawmetka PDI) PDI-PL20240005412, Lawmetka Plaza PUD Page 2 of 6 PURPOSE/DESCRIPTION OF PROJECT: Ordinance No. 2021-26 (PL20190001489) included adding a third entrance and modifying the transportation commitment for turn lanes along Wiggins Pass Road at the entrance to the plaza. Section 8.2 of the ordinance required the developer to provide a “middle entrance and eastern access drive no later than 24 months after the Lawmetka Plaza PUDA (Application/Petition No. PL20190001489) is approved.” The initial construction schedule of the turn lane was delayed due to the loss of a prospective tenant for a section of the retail building. A lease was signed by a new tenant, which required a redesign of the parcel. The design of the transportation improvements has been completed, and the project is in the bidding process, with construction anticipated to begin in late 2024. The 24-month timeframe expired on July 13, 2023. The applicant is requesting to change the timeframe from 24 months to 48 months to expire on July 13, 2025. This will allow the developer to complete their commitment within the adjusted timeframe (Attachment 1). 3.A.a Packet Pg. 5 Attachment: Staff Report - Lametka Plaza PUD [Revision 2] (29572 : PL20240005412 Lawmetka PDI) PDI-PL20240005412, Lawmetka Plaza PUD Page 3 of 6 LAND USE AND ZONING: This section of the staff report identifies the land uses and zoning classifications for properties near the portion of the PUD affected by the request. North: Tarpon Cove PUD (residential) South: General Commercial (C-4) (commercial and residential) East: General Commercial (C-4) (commercial) West: Tarpon Cove PUD (residential) Collier County GIS Map STAFF ANALYSIS: Comprehensive Planning: Because this application is not adding uses or increasing the intensity of the previously approved uses in the Lawmetka Plaza MPUD, it is consistent with the Future Land Use Element (FLUE) of the GMP (Attachment 2). Conservation and Coastal Management Element: This petition did not require review by Environmental staff. Transportation Element: Transportation Planning staff reviewed the application and found this project consistent with Policy 5.1 of the Transportation Element of the Growth Management Plan (GMP). The proposed change is to revise the timeframe for the design, permitting, and construction of required Wiggins Pass Road improvements from 24 months to 48 months from the approval date of the previous PUD Amendment (PL20190001489) or prior to the certificate of occupancy (CO) for the Publix Store currently PUD C-4 C-4 3.A.a Packet Pg. 6 Attachment: Staff Report - Lametka Plaza PUD [Revision 2] (29572 : PL20240005412 Lawmetka PDI) PDI-PL20240005412, Lawmetka Plaza PUD Page 4 of 6 under construction, whichever occurs first. There is no increase in the square footage of the development , and no additional traffic generation is proposed. The project must also comply with all other applicable concurrency management regulations when development approvals, including but not limited to any plats and or site development plans, or amendments, are sought. The subject amendment can be found consistent with Policy 5.1 of the Transportation Element of the GMP; therefore, Transportation Planning Staff recommends approval of the Lawmetka Plaza PDI. LDC Sections 10.02.13.E.1 and 10.02.13.E.2 set forth the criteria by which insubstantial amendments to a PUD Master Plan and/or minor text changes to a PUD document are to be reviewed before they can be approved. The criteria and a response to each are listed below. LDC Section 10.02.13.E.1: a. Is there a proposed change in the boundary of the Planned Unit Development (PUD)? No, there is no proposed change in the boundary of the PUD. b. Is there a proposed increase in the total number of dwelling units or intensity of land use or height of buildings within the development? No, there is no proposed increase in the number of dwelling units, intensity of land use, or height of buildings within the development. c. Is there a proposed decrease in preservation, conservation, recreation, or open space areas within the development greater than 5% of the total acreage previously designated as such, or five acres in area? No, there is no proposed decrease in preservation, conservation, recreation, or open space areas within the development as designated on the approved Master Plan. d. Is there a proposed increase in the size of areas used for non-residential uses, to include institutional, commercial, and industrial land uses (excluding preservation, conservation, or open space), or a proposed relocation of nonresidential land uses? No, there is no proposed increase to the size of areas used for non-residential uses and no relocation of non-residential areas. e. Is there a substantial increase in the impacts of the development which may include, but are not limited to increases in traffic generation; changes in traffic circulation; or impacts on other public facilities? There are no substantial negative impacts resulting from this amendment. However, the drainage/stormwater improvements that are to be done during completion of the transportation improvements may provide significant improvement to drainage in the area which historically has been prone to flooding. f. Will the change result in land use activities that generate a higher level of vehicular traffic based upon the Trip Generation Manual published by the Institute of Transportation Engineers? Any additional traffic generated from this amendment will be di minimus. 3.A.a Packet Pg. 7 Attachment: Staff Report - Lametka Plaza PUD [Revision 2] (29572 : PL20240005412 Lawmetka PDI) PDI-PL20240005412, Lawmetka Plaza PUD Page 5 of 6 g. Will the change result in a requirement for increased stormwater retention, or otherwise increase stormwater discharge? The proposed changes will not increase stormwater retention or discharge. The improvements to the drainage system in this area is anticipated to significantly improve stormwater discharge in an area that has been prone to flooding. h. Will the proposed change bring about a relationship to an abutting land use that would be incompatible with an adjacent land use? No. There will be no incompatible relationships with abutting land uses as there are no proposed change to the existing, approved land use. Improve stormwater drainage will be an improvement to abutting landowners. i. Are there any modifications to the PUD Master Plan or PUD Document or amendment to a PUD ordinance which is inconsistent with the Future Land Use Element or other elements of the Growth Management Plan or which modification would increase the density of intensity of the permitted land uses? No. Comprehensive Planning staff determined that the petition, PL20240005412, is consistent with the FLUE of the GMP (Attachment 2). There will be no change in the permitted density or intensity of development and no change in the list of permitted uses. j. The proposed change is to a PUD district designated as a development of regional impact (DRI) and approved pursuant to F.S. § 380.06, where such change requires a determination and public hearing by Collier County pursuant to F.S. § 380.06(19). Any change that meets the criterion of F.S. §380.06(19)(e)2, and any changes to a DRI/PUD master plan that clearly do not create a substantial deviation shall be reviewed and approved by Collier County under this LDC section 10.02.13 This question is not applicable as the development does not rise to the level of a regional impact. k. Any modification in the PUD master plan or PUD document or amendment to a PUD ordinance which impact(s) any consideration deemed to be a substantial modification as described under this LDC section 10.02.13. No, this petition is for an insubstantial change to the Lawmetka Plaza PUD and seeks to change the timeframe to complete a developer commitment due to circumstances beyond the control of the developer. LDC Section 10.02.13.E.2: Insubstantial change determination. An insubstantial change includes any change that is not considered a substantial or minor change. An insubstantial change to an approved PUD ordinance shall be based upon an evaluation of LDC subsection 10.02.13 E.1 The petitioner is requesting to change the timeframe to complete a developer commitment due to circumstances beyond the control of the developer. As such, it is an insubstantial change and successfully meets the criteria of LDC 10.02.13 E.1. DEVIATION DISCUSSION: The petitioner is not seeking any deviations. 3.A.a Packet Pg. 8 Attachment: Staff Report - Lametka Plaza PUD [Revision 2] (29572 : PL20240005412 Lawmetka PDI) PDI-PL20240005412, Lawmetka Plaza PUD Page 6 of 6 NEIGHBORHOOD INFORMATION MEETING (NIM): Benderson Properties, Inc. conducted a NIM at the Double Tree Suites by Hilton Hotel Naples, Seagrape Conference Room located at 12200 Tamiami Trail North at 5:00 p.m. on July 30, 2024. Six members of the public attended the NIM. Todd Mathes, Benderson Properties Inc., gave an overview of the project stating that the meeting was only to change the timeframe of a developer commitment from 24 to 48 months. All other aspects of the development project had already been approved. Design of the transportation improvements had been completed and was out to bid. There were several questions unrelated to the topic at hand. The meeting concluded at 6:10 p.m. Mr. Benderson stated that he would stay longer and talk with anyone who had questions related to the development other than the timeframe extension request. RECOMMENDATION: Staff recommends that the Collier County Hearing Examiner approve Petition PDI-PL20240005412. Attachments: 1. Changes to Ord. 11-41 in Strikethrough-Underline 2. FLUE Consistency Memo 3. Applicant Backup Materials 4. Legal Ad and Sign Posting 3.A.a Packet Pg. 9 Attachment: Staff Report - Lametka Plaza PUD [Revision 2] (29572 : PL20240005412 Lawmetka PDI) ***** SECTION VIII Transportation Requirements 8.2 The developer shall provide right turn lanes on Wiggins Pass Road at the project’s middle entrance and eastern access drive no later than 24 months 48 months after the Lawmetka Plaza PUDA (Application/Petition No. PL20190001489) is was approved, or prior to issuance of the certificate of occupancy for Publix, whichever comes first. The eastern most entrance shall be a right-in / right-out drive only. Concurrent with the right turn lane construction, developer will also install a permanent traffic separator in the median to prevent left turns into and out of the site at the easter most entrance. The western most entrance shall be limited to service vehicle and delivery vehicle use only and will be a full access drive. Collier County reserves the right to install, modify, or close medians in its sole discretion in the exercise of its police power based on road safety and capacity. ***** Lawmetka Plaza PL20240005412 6/10/2024 Words underlined are added: works struck through are deleted. Page 1 of 1 3.A.b Packet Pg. 10 Attachment: Attachment 1 - Proposed PUD Changes in Strikethrough Underline (29572 : PL20240005412 Lawmetka PDI) Growth Management Community Development • Planning & Zoning 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 • www.colliercountyfl.gov/ Growth Management Community Development Department Zoning Division CONSISTENCY REVIEW MEMORANDUM To: Eric Ortman, Planner III, Zoning From: Stephenne Barter, Planner II, Comprehensive Planning Date: June 7, 2024 Subject: Future Land Use Element (FLUE) Consistency Review PETITION NUMBER: PL20240005412 PETITION NAME: Lawmetka Plaza (PDI) REQUEST: To amend the Lawmetka Plaza Planned Unit Development (PUD) Master Plan, originally approved via Ordinance Number 2021-26. Specifically, to update the text in Section 8.2 of the PUD document, remove the underlining 24 months and add 48 months. LOCATION: The subject site (±34.0-acre) is located on the northwest corner of Wiggins Pass Road (CR 888) and US 41, in Section 16, Township 48 South, Range 25 East. COMPREHENSIVE PLANNING COMMENTS: The subject site is identified as Urban Designation, Urban Commercial District, Mixed Use Activity Center #20 as depicted on the Future Land Use Map in the Future Land Use Element (FLUE) of the Growth Management Plan (GMP). Relevant FLUE Objectives and policies are stated below (in italics); each policy is followed by staff analysis [in bold]. FLUE Policy 5.6: New developments shall be compatible with, and complementary to, the surrounding land uses, as set forth in the Land Development Code (Ordinance 04-41, adopted June 22, 2004, and effective October 18, 2004, as amended). [Comprehensive Planning staff leaves this determination to Zoning staff as part of their review of the petition in its entirety to perform the compatibility analysis.] FLUE Objective 7 and Relevant Policies Due to the minor changes proposed (no additions to permitted uses and no increase to intensities nor density) beyond the currently approved Lawmetka Plaza Planned Unit Development (PUD), staff finds 3.A.c Packet Pg. 11 Attachment: Attachment 2 - GMP Consistency Memo (29572 : PL20240005412 Lawmetka PDI) Growth Management Community Development • Planning & Zoning 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 • www.colliercountyfl.gov/ that a re-evaluation of FLUE policies under Objective 7 (pertaining to access, interconnections, walkability, etc.) is not necessary. These policies were evaluated during staff’s consistency review of the original Lawmetka Plaza Planned Unit Development (PUD) petition. CONCLUSION: Based upon the above analysis, the proposed PDI may be deemed consistent with the Future Land Use Element. PETITION ON CITYVIEW cc: James Sabo, AICP, Planning Manager, Comprehensive Planning Section Ray Bellows, Planning Manager, Zoning Services Section 3.A.c Packet Pg. 12 Attachment: Attachment 2 - GMP Consistency Memo (29572 : PL20240005412 Lawmetka PDI) 3.A.d Packet Pg. 13 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) x 3.A.d Packet Pg. 14 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Revised 2024 Page 1 of 4 Division • 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 www.colliercountyfl.gov/ Insubstantial Change to a PUD (PDI) LDC subsection 10 Chapter 3 of the Administrative Code APPLICANT CONTACT INFORMATION DETAIL OF REQUEST Pursuant to LDC subsection 10, a PUD insubstantial change includes any change that is not considered a substantial or a minor change. A PUD insubstantial change to an approved PUD ordinance shall be based upon an evaluation of LDC subsection 10 and shall require the review and approval of the Hearing Examiner. The Hearing Examiner’s approval shall be based on the findings and criteria used for the original application. Name of Property Owner(s): Name of Applicant if different than owner: Address: City: State: ZIP: Telephone: Cell: Fax: E-Mail Address: Name of Agent: Firm: Address: City: State: ZIP: Telephone: Cell: Fax: E-Mail Address: On a separate sheet, attached to the application, describe the insubstantial change request. Identify how the request does not meet the PUD substantial change criteria established in LDC subsection 10.02.13 E.1. Need Help? GMCD Public Portal Online Payment Guide E-Permitting Guides 3.A.d Packet Pg. 15 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Revised 2024 Page 2 of 4 Division • 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 www.colliercountyfl.gov/ Need Help? GMCD Public Portal Online Payment Guide E-Permitting Guides PUD NAME: ORDINANCE NUMBER: FOLIO NUMBER(S): Provide a legal (if PUD is recorded) or graphic description of area of amendment (this may be graphically illustrated on Amended PUD Master Plan). If applying for a portion of the PUD, provide a legal description for subject portion. Attach on a separate sheet, a written description of the map or text change. Does amendment comply with the Growth Management Plan? Yes No If no, please explain: Has a public hearing been held on this property within the last year? Yes No If yes, in whose name? Has any portion of the PUD been SOLD and/or DEVELOPED? Are any changes proposed for the area sold and/or developed? Yes No If yes, please describe on an attached separate sheet. 3.A.d Packet Pg. 16 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Revised 2024 Page 3 of 4 Division • 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 www.colliercountyfl.gov/ Need Help? GMCD Public Portal Online Payment Guide E-Permitting Guides The following Submittal Requirement checklist is to be utilized during the Pre-Application Meeting and at time of application submittal. At final submittal, the checklist is to be completed and submitted with the application packet. Please provide the submittal items in the exact order listed below, with cover sheets attached to each section. Incomplete submittals will not be accepted. REQUIREMENTS FOR REVIEW REQUIRED NOT REQUIRED Completed Application (download current form from County website) Pre-Application Meeting notes Project Narrative, including a detailed description of proposed changes and why amendment is necessary Detail of request Current Master Plan & 1 Reduced Copy Revised Master Plan & 1 Reduced Copy Revised Text and any exhibits PUD document with changes crossed through & underlined PUD document as revised with amended Title Page with Ordinance # Warranty Deed Legal Description Boundary survey, if boundary of original PUD is amended If PUD is platted, include plat book pages List identifying Owner & all parties of corporation Affidavit of Authorization, signed & notarized Completed Addressing Checklist Property Ownership Disclosure Form Copy of 8 ½ in. x 11 in. graphic location map of site Electronic copy of all documents and plans *Please advise: The Office of the Hearing Examiner requires all materials to be submitted electronically in PDF format. *If located in Immokalee or seeking affordable housing, include an additional set of each submittal requirement. ADDITIONAL REQUIREMENTS FOR THE PUBLIC HEARING PROCESS: • Following the completion of the review process by County Review staff, the applicant shall submit all materials electronically to the designated project manager. • Please contact the project manager to confirm the number of additional copies required. 3.A.d Packet Pg. 17 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Revised 2024 Page 4 of 4 Division • 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 www.colliercountyfl.gov/ Need Help? GMCD Public Portal Online Payment Guide E-Permitting Guides FEE REQUIREMENTS PLANNERS – INDICATE IF THE PETITION NEEDS TO BE ROUTED TO THE FOLLOWING REVIEWERS: School District (Residential Components): Bayshore/Gateway Triangle Redevelopment: Executive Director Utilities Engineering: Parks and Recreation: Emergency Management: Naples Airport Authority: Conservancy of SWFL: Other: City of Naples: Other: PUD Amendment Insubstantial (PDI): $1,500.00 Pre-Application Meeting: $500.00 Estimated Legal Advertising fee for the Office of the Hearing Examiner: $1,125.00 Same fee applies if the petition is referred to the Collier County Planning Commission, where the CCPC serves as the deciding authority instead of the HEX. Fire Planning Review Fee: $150.00 Fire Code Plans Review Fees are collected at the time of application submission and those fees are set forth by the Authority having jurisdiction. The Land Development Code requires Neighborhood Notification mailers for Applications headed to hearing, and this fee is collected prior to hearing. As the authorized agent/applicant for this petition, I attest that all of the information indicated on this checklist is included in this submittal package. I understand that failure to include all necessary submittal information may result in the delay of processing this petition. Agent/Owner Signature Date Applicant/Owner Name (please print) 3.A.d Packet Pg. 18 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) kimley-horn.com 1514 Broadway, Suite 301, Fort Myers, FL 33901 239 271 2650 March 20, 2024 Raymond V. Bellows, Zoning Manager Zoning Division - Zoning Services Section Growth Management Department 2800 N. Horseshoe Drive Naples, FL 34104 RE: Gateway Shoppes of Naples Insubstantial change to a PUD (Lawmetka Plaza, Ord 2021-26). Dear Mr. Bellows: On behalf of our client, Benderson Properties, please accept this letter as formal request for an Insubstantial change to a PUD (Lawmetka Plaza, Ord 2021-26), per the request from Collier County Zoning Division. The current PUD that was executed on July 13, 2021 stated that the access drive connections from Wiggins Pass Road would be constructed within 24 months of the PUD execution. We are kindly requesting amendment to Section 8.2 to read that the access points are constructed within 48 months of the executed document. This would require construction to be completed by July 13, 2025. Under the current PUD and open SDPA for the turn lane (PL20180000548), that is valid until August 17,2024, there is still ample time to complete the approved improvements. We are requesting this PDI at the request of The initial construction schedule of the turn lane was delayed due to the loss of the tenant occupying the southern section of the retail building. With a redesign of the parcel due to a new tenant lease being executed, the turn lanes were then deemed to be sufficient with the new parking configuration. The turn lane is currently being bid by contractors and is anticipated to begin construction later this year. Attached are the supporting documents and application for the PDI to the above referenced project. If you have further comments or questions, I can be reached by phone at 239-271-2650 or by email at david.mercer@kimley-horn.com. Sincerely, David Mercer, P.E. Florida Registration No. 90785 Project Engineer cc: Todd Mathes – Benderson Properties 3.A.d Packet Pg. 19 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 3.A.d Packet Pg. 20 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 3.A.d Packet Pg. 21 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 3.A.d Packet Pg. 22 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 3.A.d Packet Pg. 23 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 3.A.d Packet Pg. 24 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 3.A.d Packet Pg. 25 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 3.A.d Packet Pg. 26 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) SLANE BIKE LANE BIKE LANE BIKE LANE BIKE LANE BIKE XX 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9.449.409.519.859.969.9410.0210.1310.1110.3310.2210.1410.1410.1310.2710.1010.289.829.629.779.729.9810.049.509.569.6210.1710.2210.3510.3110.2910.0410.0910.1910.0310.1410.1610.1810.2110.2910.2710.3110.2010.1910.4210.4410.4810.4910.3110.2810.4010.4310.8810.9110.9110.8810.8110.729.9410.3510.4310.4910.5410.519.989.989.979.959.949.939.5010.3110.4010.1510.1410.1510.209.949.879.879.679.629.679.619.639.629.619.649.759.869.979.909.9210.0010.0910.3310.2510.099.989.9810.1110.7210.6410.7210.8210.8110.4110.4410.4610.3310.5310.4610.5510.5310.4510.4810.3410.3510.0210.049.969.9310.0810.0610.0810.1110.2710.2310.1210.2510.2610.1310.2410.339.799.789.749.789.849.779.729.969.879.919.849.8510.039.9510.069.839.769.8210.2510.2010.3010.2010.1510.1510.2610.4210.6510.5510.4010.5510.5810.3010.3010.2810.2910.589.9310.1510.0210.0610.1310.0710.2710.2210.2110.1210.2610.1110.0110.1910.019.9310.1210.0910.0810.0510.129.879.729.539.669.689.619.509.499.859.829.889.899.839.869.829.889.749.609.5910.1610.2110.1810.1810.5110.3010.3610.3910.4210.4810.5610.6610.6610.7110.7110.7210.7010.5910.5410.2910.1810.3710.3910.3610.8610.8610.5710.5510.6510.4110.1710.3410.4710.7310.6810.3510.6410.5610.229.8410.0510.279.839.939.949.859.799.8910.1010.279.989.9610.429.729.7410.1410.169.9810.1310.1610.1010.2210.1610.0110.229.999.9210.179.849.7710.3210.2410.0310.3610.4310.4710.4610.3910.6410.6110.6310.6810.6710.7011.1710.9910.9510.9911.3111.2411.2611.2810.8510.8410.7910.8210.5310.4910.5210.5810.6010.5810.5310.5610.5110.5010.4910.4610.4310.3810.3610.3810.4610.4010.4110.4410.4210.3910.3610.3910.3410.4510.4310.3910.4210.4210.4210.4310.5210.6910.8310.8910.8910.7510.7410.6710.5010.5610.5510.5010.7210.8310.8010.9110.9710.8410.7310.5110.4810.4610.4810.4810.4510.4810.5010.5410.5010.3310.3610.349.9010.019.9310.3710.4210.3510.5410.5410.7810.7610.7410.9610.9310.8210.7610.9110.9110.8110.6410.6710.6810.6910.4910.5810.7910.7610.7210.6710.6810.5410.7210.7710.5610.5810.3910.1310.3410.6410.7110.7210.4610.7810.7910.5510.5610.8810.9910.6710.6911.2211.0211.1310.7910.6111.2410.9410.9611.4411.1911.1111.1010.8810.4011.0810.1410.0010.1010.1410.139.729.549.4410.1810.2510.1110.1710.2810.4310.3910.3710.4611.0111.2211.1610.8110.7610.7910.7911.2511.1010.9411.3311.2511.2511.3211.3111.1710.7610.179.859.729.739.509.349.409.669.969.819.889.809.659.759.8910.1410.3610.8210.8610.5410.3710.3410.8810.4010.5310.5010.5410.6210.6310.6410.6910.7310.7810.7610.7110.4510.4410.6310.6610.6510.6810.4010.4410.2810.6810.2610.3410.4110.3410.6810.7010.7810.7410.2910.5710.4610.5110.1710.0110.4710.4210.3310.2810.3110.3010.3510.3210.299.939.849.769.789.739.829.839.919.869.789.849.829.899.9310.0410.2910.4910.5510.4310.5310.4110.5010.5310.4510.4610.1010.2210.1810.5910.5410.4410.5310.6310.6810.5010.4011.409.639.619.599.6210.1910.2410.2310.1910.1910.2210.4310.4210.2910.309.8410.069.8510.179.9110.1010.1110.1510.1010.1810.1510.4010.4010.3510.4510.4010.4710.5110.5810.7510.6210.3210.2710.9810.5810.5010.4010.4210.8210.7510.8710.8110.7410.5810.5610.5310.2910.3510.4410.1210.4410.5810.5110.4710.4710.6010.3110.3410.2710.1910.1310.0810.0810.2510.0910.7610.7711.2010.6810.4810.3410.6010.7210.8210.5910.5210.4710.7710.7210.4810.7010.6910.5010.4710.4511.0610.7610.4710.4610.9010.6210.3710.2910.6610.6510.3710.2610.6510.3610.2510.2210.2610.1610.169.589.529.469.429.4210.7011.0110.9910.7910.9511.0710.9210.9011.0410.8910.8610.9010.9611.0410.8910.8010.9210.7210.9211.0410.8510.7211.0211.0910.4111.1410.3410.5210.9310.7610.8210.7710.7810.8410.8910.6210.5010.8811.0711.1111.0710.5210.6110.6210.7010.5910.5110.4810.4510.4210.4810.3710.4810.6010.6010.6810.8510.7910.8310.8510.9010.2510.4710.3810.3410.399.529.7010.049.859.828.538.568.278.747.957.987.958.098.088.008.088.038.128.078.128.288.378.418.498.608.608.518.648.479.369.509.8410.9311.3311.6111.4910.1310.6810.8011.5310.3811.6411.8111.1910.2811.3811.1411.1911.1911.4910.9911.1910.0810.8211.2610.1611.2411.6011.0010.7511.1310.169.929.9510.0710.8810.0410.1910.0810.069.589.219.479.399.369.9010.4910.5410.609.519.449.429.419.5610.0110.2410.2410.399.719.579.469.509.9210.6210.1910.3210.2910.2310.9411.1110.6810.7410.839.9810.0410.0810.0710.5010.5610.5610.5810.6810.2010.1310.6410.5410.059.879.859.769.789.709.7310.1810.2610.2710.2810.2710.269.9710.2710.2810.099.779.839.759.759.7610.2310.2010.2510.2010.2110.539.9710.1010.5610.6010.049.859.919.869.869.8710.3210.4010.3510.3510.359.7910.1210.6311.1311.2010.6710.7811.2811.2810.7910.7710.7610.7211.2811.2511.2710.7810.7511.2811.2810.8310.6511.1510.4710.8410.6510.269.9610.3410.229.869.829.849.699.579.169.299.139.109.129.199.269.299.299.369.479.6010.0010.8711.0010.8210.5710.349.9910.1711.8311.0611.5511.5711.5111.5511.5711.5811.6611.6311.0711.0811.1310.9610.9110.9711.1911.3811.1411.1311.1011.1911.2511.4511.3711.4411.2111.0911.0311.0411.2111.1911.6311.6211.5811.1811.0711.1010.8410.8210.8710.8810.8511.3811.3211.3611.3711.2811.2511.1811.1411.5111.5611.2611.3011.3211.3211.3711.3611.2211.2011.1811.2511.3911.4111.2511.2911.1910.7610.8010.7210.7210.6711.1711.4410.8110.9110.8310.8010.8410.8810.9011.237.858.6911.2311.4411.4211.1611.3911.2911.5111.1011.0211.1011.1411.0610.5310.6011.1010.7610.7510.3110.8410.7210.1610.1210.5610.509.9610.0410.5010.6510.1410.2610.8211.0710.5410.7911.1810.9610.4810.1910.7310.4510.6910.4410.1810.1010.0410.0510.0610.0310.328.649.7510.0410.139.917.029.449.588.58U.S. 41 - TAMIAMI TRAIL N. (FDOT)OLD U.S. 41EX. DRY DETENTION AREA EX. DRY DETENTION AREA EX. DRY DETENTION AREA EX. PRESERVE AREA (ACOE EASEMENT) EX. PRESERVE AREA (SFWMD CONSERVATION EASEMENT) EX. UNIT 6 RETAIL EX. UNIT 8 RETAIL EX. UNIT 10 RETAIL EX. UNIT 14 RETAIL EX. UNIT 17 RETAIL EX. UNIT 18 EX. UNIT 19 EX. UNIT 20 EX. UNIT 21EX. RETAIL BLDG #412,317 SF (PER FBC SECTION 202) 11,993 SF (PER COLLIER COUNTY LDC 4.05.04)EX. UNIT 2 RETAIL EX. UNIT 4 RETAIL EX. UNIT 1RETAILZONING: PUD LAND USE: CONDOMINIUM ZONING: C-4 LAND USE: COMMERCIAL SF ZONING: C-4 LAND USE: COMMERCIAL SF ZONING: C-4 LAND USE: COMMERCIAL SF ZONING: C-4 LAND USE: COMMERCIAL SF ZONING: C-4LAND USE: COMMERCIAL SFZONING: PUDLAND USE: CONDOMINIUMZONING: PUD LAND USE: CONDOMINIUM PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PARCEL NO: 65997500027 PARCEL NO: 00155884100 ZONING: LAWMETKA PUD LAND USE: MIXED-USE ACTIVITY CENTER PARCEL NO: 00154640002 EX. 13583 TAMIAMI TR N. UNIT 1 & 2 37,388 SF (PER FBC SECTION 202) 36,782 SF (PER COLLIER COUNTY LDC 4.05.04) EX. 13585 TAMIAMI TR N. 178,134 SF (PER FBC SECTION 202) 175,732 SF (PER COLLIER COUNTY LDC 4.05.04) EX. RETAIL BLDG #5 19,236 SF (PER FBC SECTION 202) 18,840 SF (PER COLLIER COUNTY LDC 4.05.04) EX. RETAIL BLDG #6 8,131 SF (PER FBC SECTION 202) 7,886 SF (PER COLLIER COUNTY LDC 4.05.04) EX. RETAIL BLDG #7 4,186 SF (PER FBC SECTION 202) 3,976 SF (PER COLLIER COUNTY LDC 4.05.04)OFFSITE IMPROVEMENTS TOBE CONSTRUCTED UNDERSEPARATE PERMIT(SDPA-PL20180000548)WIGGINS PASS ROAD C.R. 888(PUBLIC)This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTDATE:LICENSED PROFESSIONALWWW.KIMLEY-HORN.COM REGISTRY No. 351061514 BROADWAY, SUITE 301, FORT MYERS, FL 33901PHONE: 239-271-2650 FAX: 941-379-4352© 2024 KIMLEY-HORN AND ASSOCIATES, INC.DAVID K. MERCER, P.E.FLORIDA LICENSE NUMBERFLORIDACOLLIER COUNTY90785048649172MAY 2024KHAKHAKHAMAY 2024GATEWAY SHOPPESGROCERY EXPANSIONPREPARED FORBENDERSON DEVELOPMENTNORTH0 GRAPHIC SCALE IN FEET 100 50 100 200 AERIALLOCATION MAPC-101LAWMETKA PLAZA PUD3.A.d Packet Pg. 27 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) LANE BIKE LANE BIKE LANE BIKE LANE BIKE LANE BIKE XX XXUGLPGUGLPGUGLPGUGLPGWIGGINS PASS ROAD C.R. 888(PUBLIC)U.S. 41 - TAMIAMI TRAIL N. (FDOT)OLDU.S. 41PROJECT BOUNDARY PROJECT BOUNDARY PROJECT BOUNDARY EX. DRY DETENTION AREA EX. DRY DETENTION AREA EX. DRY DETENTION AREA EX. PRESERVE AREA (ACOE EASEMENT) EX. PRESERVE AREA (SFWMD CONSERVATION EASEMENT) PROP. UNIT 4 GROCERY BLDG 55,674 SF PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY 20 19 10 10 7 10 7 7 7 2 19 17 18 19 20 19 20 20 20 20 16 18 4 16161614 9 4 4 4 10 10 2 3 7 6 8 10 7 4 107 10 4 7 6 6 12 10 7 8 18 19 19 12 16 18 12 9 13 12 6 3 10 16 16 16 18 18 1 PROP. UNIT 5 COMMERCIAL BLDG 1,932 SF PROJECT BOUNDARY EX. PYLON SIGN TO BE RELOCATED (BY OTHERS) EX. PYLON SIGN EX. PYLON SIGN TO BE RELOCATED (BY OTHERS) EX. UNIT 6 RETAIL EX. UNIT 8 RETAIL EX. UNIT 10 RETAIL EX. UNIT 14 RETAIL EX. UNIT 17 RETAIL EX. UNIT 18 EX. UNIT 19 EX. UNIT 20 EX. UNIT 21EX. RETAIL BLDG #412,317 SF (PER FBC SECTION 202) 11,993 SF (PER COLLIER COUNTYLDC 4.05.04)EX. 13583 TAMIAMI TR N. UNIT 1, 2, & 3 22,403 SF (PER FBC SECTION 202) 22,001 SF (PER COLLIER COUNTY LDC 4.05.04) EX. 13585 TAMIAMI TR N. 192,597 SF (PER FBC SECTION 202) 189,627 SF (PER COLLIER COUNTY LDC 4.05.04) EX. RETAIL BLDG #5 19,236 SF (PER FBC SECTION 202) 18,840 SF (PER COLLIER COUNTY LDC 4.05.04) EX. RETAIL BLDG #6 8,131 SF (PER FBC SECTION 202) 7,886 SF (PER COLLIER COUNTY LDC 4.05.04) EX. RETAIL BLDG #7 4,186 SF (PER FBC SECTION 202) 3,976 SF (PER COLLIER COUNTY LDC 4.05.04)OFFSITE IMPROVEMENTS TOBE CONSTRUCTED UNDERSEPARATE PERMIT(SDPA-PL20180000548)This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTDATE:LICENSED PROFESSIONALWWW.KIMLEY-HORN.COM REGISTRY No. 351061514 BROADWAY, SUITE 301, FORT MYERS, FL 33901PHONE: 239-271-2650 FAX: 941-379-4352© 2024 KIMLEY-HORN AND ASSOCIATES, INC.DAVID K. MERCER, P.E.FLORIDA LICENSE NUMBERFLORIDACOLLIER COUNTY90785048649172MAY 2024KHAKHAKHAMAY 2024GATEWAY SHOPPESGROCERY EXPANSIONPREPARED FORBENDERSON DEVELOPMENTNORTH0 GRAPHIC SCALE IN FEET 60 30 60 120 MASTER SITEPLANC-300 LEGEND PROPERTY BOUNDARY PROJECT BOUNDARY LAWMETKA PLAZA PUD3.A.d Packet Pg. 28 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Date:Reviewed and Approved For:Permit IssuancePL201800005488/17/20213.A.dPacket Pg. 29Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka 3.A.d Packet Pg. 30 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Record of Neighborhood Workshop PL20240005412 Meeting Date/Time: July 30, 2024 @ 5 PM EDT Meeting Location: DoubleTree Suites by Hilton Hotel Naples, Seagrape Room 12200 Tamiami Trail North, Naples, Florida 34110 Subject: Insubstantial Change to the Lawmetka Plaza PUD Development Amendment – Neighborhood Information Meeting DEVELOPMENT TEAM: Todd Mathes, Director of Development, Benderson Development Eric Ortman, Planner III, Collier County Todd Mathes started the meeting at approximately 5 PM. He discussed that the shopping center at Wiggins Pass and 41 has a pending application in Collier County to tear the Lucky’s down and a bit of adjacent space to rebuild it as a Publix. The meeting was required because part of the prior planned development approval was to build a new driveway off Wiggins Pass and to improve the turn lane within two years, which would end in August 2024. Because there are existing Florida emergency orders because of hurricanes, the two years is not a hard deadline. Benderson is applying to extend the time to build from 24 months to 48 months. Todd provided maps of the area to the neighbor attendees at the meeting. Todd answered the neighbors questions about what was being done to the shopping center and to build Publix and described the location of the turn lane, and improvements to the road, and sidewalks. Neighbors expressed concern about the traffic, sidewalks, drainage, stormwater, and the truck roadway behind the Publix. Todd and Eric Ortman, Collier County planner, answered the neighbors questions and emphasized that the neighborhood meeting was only about the extension of time from 24 months to 48 months to build the new driveway and turn lanes. Eric Ortman offered his email address for any additional questions not related to the extension of time to build. The neighbors were advised that the Hearing Examiner meeting date was August 29, 2024, at 1 PM, Room 608- 609, North Collier. The meeting was called to an end around 6 PM, after approximately 60 minutes. ATTENDEES: TOTAL 9 Todd Mathes Eric Ortman Frank Neslusan Kathy Neslusan Victoria Hurst Douglas M. Fee Carolyn Saxton Harow Gregory Dennis Muchmore 3.A.d Packet Pg. 31 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) kimley-horn.com 201 N Franklin St Suite 1400, Tampa, FL 33602 813 620 1460 July 24, 2024 Ms. Cecilia Varga Principal Planner Collier County Transportation Planning Department 2685 Horseshoe Drive South Naples, Florida 34104 RE:Gateway Shoppes – Publix (SDPA) – (PL20230004291) Updated Small Scale Traffic Impact Study (TIS) Collier County, Florida Dear Ms. Varga: As discussed with County Staff on March 11, 2024, this updated Small Scale Traffic Impact Statement (TIS) has been updated for the proposed redevelopment of Gateway Shoppes, generally located in the northwest quadrant of the intersection of North Tamiami Trail/U.S. 41 & Wiggins Pass Road in Collier County, Florida. Based on comments from County staff provided on June 24, 2024, this TIS was updated to include a supplemental traffic analysis, which is attached. The Gateway Shoppes currently consist of 258,434 square feet of shopping center. The proposed redevelopment will reduce the density by 4,109 square feet to result in a total of 254,325 square feet of shopping center. As noted in the pre-application meeting notes, County staff noted there was no record of an updated TIS for the addition of the existing supermarket; however, the attached TIS reports dated May 10, 2017, and March 6, 2018, document the total of 258,434 square feet of shopping center, which matches the existing development total. Therefore, the approved trip bank is based on 258,434 square feet of shopping center (land use code 820). Based on the Collier County Traffic Impact Statement Guidelines for Development Orders Guidelines, the proposed redevelopment meets the following criteria for a Small Scale Study: · The project generates less than 50 net new total 2-way AM and less than 50 net new total 2- way PM peak hour trips, and · The access point to the adjacent roadway network does not require modification inside the right-of-way above a standard driveway connection, and · The project is a stand-alone project and not part of a larger development, and · If the project uses a shared access point, the addition of project traffic does not trigger any operational deficiencies or additional work within the right-of way. As detailed in the following analysis, the proposed development is anticipated to meet the above requirements and is therefore eligible for a Small Scale TIS. The following analysis is provided for a build out year of 2025. The master site plan for the development is attached. Access to the site is proposed to be provided through the following access connections: · Wiggins Pass Road & Western Access (existing) · Wiggins Pass Road & Middle Access (existing) 3.A.d Packet Pg. 32 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Page 2 · Wiggins Pass Road & Eastern Access (proposed under approved permit – will be constructed by buildout date) · U.S. 41 & North Access (existing) · U.S. 41 & South Access (existing) TRIP GENERATION Trip generation calculations were performed using the Institute of Transportation Engineers’ (ITE)Trip Generation Manual, 11th Edition. As mentioned in the pre-application meeting with Collier County staff on April 5, 2023, the previously approved TIS utilized land use code (LUC) 820 (Shopping Center), but it was requested that the proposed redevelopment utilize LUC 821 (Shopping Plaza with Supermarket). Based on ITE’s definition for LUC 821, the term “plaza” is used for a shopping center with a gross leasable area (GLA) between 40,000 and 150,000 square feet. For a shopping center larger than this threshold, “the trips generated by its other major tenants mask any effects of the presence or absence of an on-site supermarket”. Therefore, since the redevelopment is proposed to have up to 254,325 square feet of GLA, LUC 820 is most applicable to estimate trips for the proposed redevelopment. Based on the Collier County Traffic Impact Statement Guidelines for Development Orders, pass-by rates cannot exceed 25% of the project’s external trip generation potential. Therefore, the pass-by rate for LUC 820 was reduced to 25%. Internal capture rates were not utilized as internal capture is accounted for within the proposed LUC trip generation rate. Following build out, the project is anticipated to decrease by 2 net new a.m. peak-hour trips (-1 entering, -1 exiting) and 9 net new p.m. peak-hour trips (-4 entering, -5 exiting). The a.m. peak-hour trip generation potential is identified in Table 1. The p.m. peak-hour trip generation potential is identified in Table 2. Table 1: A.M. Peak-Hour Trip Generation ITE TRIP GENERATION DIRECTIONAL AM GROSS AM PASS-BY AM NET NEW CHARACTERISTICS DISTRIBUTION TRIPS CAPTURE EXTERNAL TRIPS ITE ITE Percent PB Conditions Land Use Code Scale* Units In Out In Out Total Percent Trips In Out Total Existing Shopping Center 820 258.43 KSF 62%38%177 109 286 0%0 177 109 286 Proposed Shopping Center 820 254.33 KSF 62%38%176 108 284 0%0 176 108 284 Total:-1 -1 -2 ---1 -1 -2 *Scale rounded for conservative analysis Table 2: P.M. Peak-Hour Trip Generation ITE TRIP GENERATION DIRECTIONAL PM GROSS PM PASS-BY PM NET NEW CHARACTERISTICS DISTRIBUTION TRIPS CAPTURE EXTERNAL TRIPS ITE ITE Percent PB Conditions Land Use Code Scale* Units In Out In Out Total Percent Trips In Out Total Existing Shopping Center 820 258.43 KSF 48%52%537 581 1,118 25.0%280 402 436 838 Proposed Shopping Center 820 254.33 KSF 48%52%531 574 1,105 25.0%276 398 431 829 Total:-6 -7 -13 ---4 -5 -9 *Scale rounded for conservative analysis 3.A.d Packet Pg. 33 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Page 3 STUDY AREA The project is expected to generate less than 50 peak hour vehicle trips, as shown in Table 1 and Table 2. Per Collier County’s Transportation Planning Development Guidebook, the study area for the analysis consists of the directly adjacent roadways. TRIP DISTRIBUTION The distribution and assignment of project traffic was performed using the Florida Standard Urban Transportation Model Structure (FSUTMS) transportation planning model outputs and supplemented with engineering judgement as needed. The latest FDOT District One Regional Planning Model was used to generate model distribution of project trips. The model output is attached for reference. For the proposed redevelopment, the project trip distribution (Figure 1), a.m. peak-hour project traffic (Figure 2), and p.m. peak-hour project traffic (Figure 3) are attached. FUTURE TRAFFIC VOLUMES Background traffic volumes for the adjacent roadway segments were determined for the build out year of the proposed redevelopment (2025) based on the Collier County 2022 Annual Update and Inventory Report (AUIR). As shown in Table 3, future background roadway volumes were obtained by adding the vested trips (trip bank) for each roadway segment to the existing peak-hour directional volumes. Future total volumes were determined by adding project traffic to the future background volumes. ROADWAY ANALYSIS Using data from the Collier County 2022 AUIR, as well as the methodologies specified in Section 9 of the Traffic Impact Statement Guidelines for Development Orders, a roadway analysis was conducted to determine the project impacts on the adjacent roadway segments. As shown in Table 3, the adjacent roadway segments currently operate under capacity and are anticipated to continue to operate under capacity during future total conditions. Table 3: P.M. Peak-Hour Roadway Analysis ROADWAY FROM TO PEAK DIRECTION PEAK- HOUR LOS STANDARD SERVICE VOLUME1 PEAK HOUR BASE VOLUME1 (2022) TRIP BANK1 BACKGROUND VOLUME1 (2025) PROJECT TRAFFIC DISTRIBUTION PERCENTAGE ESTIMATED DIRECTIONAL PROJECT TRAFFIC PEAK HOUR TOTAL VOLUME REMAINING CAPACITY Tamiami Trail North Lee County Line Wiggins Pass Road Northbound 3,100 2,160 77 2,237 56%-3 2,234 866 Wiggins Pass Road Vanderbilt Drive US 41 (Tamiami Trail) Eastbound 1,000 440 27 467 44%-2 465 535 1. Peak-Hour Peak Directional Volume and Trip Bank were obtained from Collier County’s AUIR 3.A.d Packet Pg. 34 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Page 4 OPERATIONAL ANALYSIS The Gateway Shoppes development is located along North Tamiami Trail/U.S. 41, which has a posted speed limit of 50 miles per hour, and Wiggins Pass Road, which has a posted speed limit of 45 miles per hour. As illustrated in the Master Site Plan (attached),access to the site is proposed to be provided through the following existing and proposed access connections: ·One (1) right-in/right-out access connection along Wiggins Pass Road ·Wiggins Pass Road & Eastern Access – Proposed ·Two (2) full access connections along Wiggins Pass Road ·Wiggins Pass Road & Middle Access – Existing ·Wiggins Pass Road & Western Access – Existing ·One (1) right-in/right-out access connection along North Tamiami Trail/U.S. 41 ·North Tamiami Trail/U.S. 41 & Southern Access – Existing ·One (1) full access connection along North Tamiami Trail/U.S. 41 ·North Tamiami Trail/U.S. 41 & Northern Access – Existing Based upon the Collier County Transportation Planning Development Guidebook, an analysis to determine if turn lanes are warranted at the project’s proposed access connections is required. Turn lanes, if warranted, shall include and enhance turning, acceleration, deceleration and/or storage movements of vehicles as required by the Collier County Transportation Planning Development Guidebook. The a.m. and p.m. peak-hour project traffic volumes are shown in Figure 2 and Figure 3, which are provided in the attachments. For project driveways along Wiggins Pass Road, exclusive turn lanes are warranted if the following warrants provided in the Collier County Transportation Planning Development Guidebook are met: · Left-turn lanes: Left turn peak-hour turning movements are equal to or greater than 20 vehicles per hour · Right-turn lanes: Right turn peak-hour turning movements are equal to or greater than 40 vehicles per hour As identified in Table 4,an exclusive westbound right-turn lane is warranted at the Eastern Access & Wiggins Pass Road. For the project driveways along North Tamiami Trail/U.S. 41, turn lanes were previously determined to be warranted during the permitting and approval process with Florida Department of Transportation (FDOT). The total required turn lane lengths were determined based upon the most recent FDOT Florida Design Manual (FDM) Exhibit 212-1 (FDOT Design Standard Index 301) published on January 1, 2024, and design speeds of 50 miles per hour and 55 miles per hour for Wiggins Pass Road and North Tamiami Trail/U.S. 41, respectively. The 2024 FDM Exhibit 212-1 is attached. 3.A.d Packet Pg. 35 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Page 5 Table 4: Turn Lane Warrant Evaluation Driveway Cross Street Movement Project Traffic AM /PM Turn Lane Warranted? Required Turn Lane Length per FDM (2024) Total Proposed/ Existing Length Western Access Wiggins Pass Road EBL 2 / 4 No -- -- WBR 4 / 8 No -- -- Middle Access Wiggins Pass Road EBL 16 / 36 No --485’ (Existing3) WBR 7 / 16 No1 --135’ (Proposed2) Eastern Access Wiggins Pass Road EBL ------ -- WBR 16 / 36 Yes 290’190’ (Proposed2) Northern Access North Tamiami Trail/U.S. 41 SBR 35 / 80 Yes 350’350’ (Existing3) NBL 70 / 159 Yes 450’650’ (Existing3) Southern Access North Tamiami Trail/U.S. 41 SBR 18 / 40 Yes 350’470’ (Existing3) NBL ------ -- 1Not warranted but proposed based on developer commitment. 2Total length based on approved traffic deviation (PL20180000548). 3Approximate length based on available aerial imagery An exclusive right-turn lane is not warranted at the Middle Access & Wiggins Pass Road based on the anticipated trip generation for the proposed redevelopment of Gateway Shoppes. However, the Applicant has committed to construct a westbound right-turn lane in response to County and neighborhood requests as documented in a previously approved traffic deviation request. The proposed right-turn lane lengths at the Middle Access and Eastern Access on Wiggins Pass Road are based on an approved traffic deviation request, which proposed a 190-foot westbound right-thru lane at the Eastern Access & Wiggins Pass Road and a 135-foot westbound right-turn lane at the Middle Access & Wiggins Pass Road. The approved traffic deviation request (PL20180000548 – Gateway Shoppes Expansion) is attached. CONCLUSION As discussed with County staff on March 11, 2024, the updated Small Scale TIS was completed for the proposed redevelopment of Gateway Shoppes. Currently, the development consists of 258,434 square feet of shopping center. The proposed redevelopment will reduce the density by 4,109 square feet to result in a total of 254,325 square feet of shopping center. The project is generally located in the northwest quadrant of the intersection of North Tamiami Trail/U.S. 41 & Wiggins Pass Road in Collier County, Florida. The results of the roadway analysis indicate that the adjacent roadway segments currently operate under capacity and are anticipated to continue to do so in future total conditions. Based on the results of the operational analysis, an exclusive westbound right-turn lane is warranted at the Eastern Access & Wiggins Pass Road. An exclusive right-turn lane is not warranted at the Middle Access & Wiggins Pass Road based on the anticipated trip generation for the proposed redevelopment of Gateway Shoppes. However, the Applicant has committed to construct a westbound right-turn lane in response to County and neighborhood requests as documented in a previously approved traffic 3.A.d Packet Pg. 36 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Page 6 deviation request. The proposed right-turn lane lengths at the Middle Access and Eastern Access on Wiggins Pass Road are based on an approved traffic deviation request, which proposed a 190-foot westbound right-thru lane at the Eastern Access & Wiggins Pass Road and a 135-foot westbound right- turn lane at the Middle Access & Wiggins Pass Road. Please reach out if you have any questions or comments regarding this updated TIS. Sincerely, Rebecca (Becca) Bond, P.E.Joanna Herbert, E.I. Transportation Engineer Transportation Analyst Attachments:Master Site Plan Trip Distribution Model Output Figure 1: Project Traffic Distribution Figure 2: A.M. Peak-Hour Project Traffic Figure 3: P.M. Peak-Hour Project Traffic 2024 FDM Exhibit 212-1 AUIR 2022 Transportation Attachment F Approved Gateway Shoppes TIS dated May 10, 2017 Approved Gateway Shoppes TIS dated March 6, 2018 Approved Traffic Deviation Request for PL20180000548 Gateway Shoppes Expansion dated September 12, 2018 Supplemental Traffic Analysis 3.A.d Packet Pg. 37 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Master Site Plan 3.A.d Packet Pg. 38 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) LANE BIKE LANE BIKE LANE BIKE LANE BIKE LANE BIKE XX XXUGLPGUGLPGUGLPGUGLPGWIGGINS PASS ROAD C.R. 888(PUBLIC)U.S. 41 - TAMIAMI TRAIL N. (FDOT)OLDU.S. 41PROJECT BOUNDARY PROJECT BOUNDARY PROJECT BOUNDARY EX. DRY DETENTION AREA EX. DRY DETENTION AREA EX. DRY DETENTION AREA EX. PRESERVE AREA (ACOE EASEMENT) EX. PRESERVE AREA (SFWMD CONSERVATION EASEMENT) PROP. UNIT 4 GROCERY BLDG 55,674 SF PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY 20 19 10 10 7 10 7 7 7 2 19 17 18 19 20 19 20 20 20 20 16 18 4 16161614 9 4 4 4 10 10 2 3 7 6 8 10 7 4 107 10 4 7 6 6 12 10 7 8 18 19 19 12 16 18 12 9 13 12 6 3 10 16 16 16 18 18 1 PROP. UNIT 5 COMMERCIAL BLDG 1,932 SF PROJECT BOUNDARY EX. PYLON SIGN TO BE RELOCATED (BY OTHERS) EX. PYLON SIGN EX. PYLON SIGN TO BE RELOCATED (BY OTHERS) EX. UNIT 6 RETAIL EX. UNIT 8 RETAIL EX. UNIT 10 RETAIL EX. UNIT 14 RETAIL EX. UNIT 17 RETAIL EX. UNIT 18 EX. UNIT 19 EX. UNIT 20 EX. UNIT 21EX. RETAIL BLDG #412,317 SF (PER FBC SECTION 202) 11,993 SF (PER COLLIER COUNTYLDC 4.05.04)EX. 13583 TAMIAMI TR N. UNIT 1, 2, & 3 22,403 SF (PER FBC SECTION 202) 22,001 SF (PER COLLIER COUNTY LDC 4.05.04) EX. 13585 TAMIAMI TR N. 192,597 SF (PER FBC SECTION 202) 189,627 SF (PER COLLIER COUNTY LDC 4.05.04) EX. RETAIL BLDG #5 19,236 SF (PER FBC SECTION 202) 18,840 SF (PER COLLIER COUNTY LDC 4.05.04) EX. RETAIL BLDG #6 8,131 SF (PER FBC SECTION 202) 7,886 SF (PER COLLIER COUNTY LDC 4.05.04) EX. RETAIL BLDG #7 4,186 SF (PER FBC SECTION 202) 3,976 SF (PER COLLIER COUNTY LDC 4.05.04)OFFSITE IMPROVEMENTS TOBE CONSTRUCTED UNDERSEPARATE PERMIT(SDPA-PL20180000548)This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTDATE:LICENSED PROFESSIONALWWW.KIMLEY-HORN.COM REGISTRY No. 351061514 BROADWAY, SUITE 301, FORT MYERS, FL 33901PHONE: 239-271-2650 FAX: 941-379-4352© 2024 KIMLEY-HORN AND ASSOCIATES, INC.DAVID K. MERCER, P.E.FLORIDA LICENSE NUMBERFLORIDACOLLIER COUNTY90785048649172MAY 2024KHAKHAKHAMAY 2024GATEWAY SHOPPESGROCERY EXPANSIONPREPARED FORBENDERSON DEVELOPMENTNORTH0 GRAPHIC SCALE IN FEET 60 30 60 120 MASTER SITEPLANC-300 LEGEND PROPERTY BOUNDARY PROJECT BOUNDARY 3.A.d Packet Pg. 39 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Trip Distribution Model Output 3.A.d Packet Pg. 40 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) (Licensed to Kimley Horn and Associates Inc) JUNE 2023 SELECT ZONE ANALYSIS - GATEWAY SHOPPES PUBLIX DISTRICT 1 REGIONAL PLANNING MODEL - 2023 EXISTING PLUS COMMITTED NETWORK 2-Lane Roadway 4-Lane Roadway 6-Lane Roadway 8-Lane Roadway Centroid Connector Centroid Project 1 111 311 1 1111 1 1 100883 3 3 3 3333 3 3 11 11 135554888888833333333 11 33211 1 1 1 2 1 13 262812828292929873131 133 2 33335556302 3030273 2626262626262616 822221622 32216 3 2116212 12020203.A.d Packet Pg. 41 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 1: Project Traffic Distribution 3.A.d Packet Pg. 42 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 6 'Int6'! 5 'Int5'! 2 'Int2'!3 'Int3'!4 'Int4'!1 'Int1'!15.0%40.0%(15.0%) (15.0%)9.0%(2.0%) 1.0%9.0% (10.0%)2.0%(2.0%)6.0% 9.0%4.0%2.0%(2.0%)(40.0%)(2.0%)(8.0%)(13.0%)40.0%(15.0%)10.0%(25.0%)(5.0%)40.0%(25.0%) 5.0% (30.0%)20.0%10.0%© 2024 N NOT TO SCALE Legend Roadway Access Connection XX% Entering Distribution (XX)% Exiting Distribution Southern Access Figure 1 Project Traffic Distribution Operational Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US41Gateway Shoppes Old 41 RoadNorthern Access WesternAccessMiddleAccessProposedEasternAccess3.A.d Packet Pg. 43 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 2: A.M. Peak-Hour Project Traffic 3.A.d Packet Pg. 44 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 6 'Int6'! 5 'Int5'! 2 'Int2'!3 'Int3'!4 'Int4'!1 'Int1'!267016 16162 2 16 11 16 11 16 43147 224 916 70182721 7027 19 323518 © 2024 N NOT TO SCALE Legend Roadway Access Connection XX A.M. Peak-Hour Project Traffic Southern Access Figure 2 A.M. Peak-Hour Project Traffic Operational Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US41Gateway Shoppes Old 41 RoadNorthern Access WesternAccessMiddleAccessProposedEasternAccess3.A.d Packet Pg. 45 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 3: P.M. Peak-Hour Project Traffic 3.A.d Packet Pg. 46 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 6 'Int6'! 5 'Int5'! 2 'Int2'!3 'Int3'!4 'Int4'!1 'Int1'!804021 159108 19 129 4010815965 98 3443 16 24 36 1725616 936 9 4 36 6015965 65 © 2024 N NOT TO SCALE Legend Roadway Access Connection XX P.M. Peak-Hour Project Traffic Southern Access Figure 3 P.M. Peak-Hour Project Traffic Operational Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US41Gateway Shoppes Old 41 RoadNorthern Access WesternAccessMiddleAccessProposedEasternAccess3.A.d Packet Pg. 47 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 2024 FDM Exhibit 212-1 3.A.d Packet Pg. 48 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) MINIMUM DECELERATION LENGTHS MEDIAN TURN LANES NOT TO SCALE 01/01/2024 EXHIBIT 212-1 Begin Lane Line Begin Lane Line 2" Misc. Asphalt Pavt. Begin Lane Line Stop Bar (If Required) Concrete Curb Concrete Curb (mph) Speed Entry (mph) Speed Design 45 35 85 75 155 35 25 75 145 25 15 95 50 110 90 55 48 125 225 350 40 30 100 120 195 20 120 105 80 44 30 Bar Location) (Measured From Stop Queue LengthL� L L� L� L� L L� 10' Vehicle Clears Through Lane; Brakes Applied After Turning Vehicle Clears Through Lane; Brakes Applied After Turning High Speed Roadways Average Running Speed For For Low Speed Roadways 10 mph Below Design Speed Entry Speed: MEDIAN TURN LANES DOUBLE LEFT TURN Queue Length Taper 50' L� (ft.) Distance Clearance L� (ft.) Distance Stop Brake To L (ft.) Distance Decel. Total L� (ft.) Distance Clearance 70 70 70 25 50 Taper 100' SINGLE LEFT TURN Traffic Separator Tubular Marker 60 65 70 52 55 58 145 170 200 100 185 185 290 135 160 260 290 325 405 460 525 230 270 300 High Speed Roadways Average Running Speed For For Low Speed Roadways 10 mph Below Design Speed Entry Speed: ) of 240 ft. may be retained. L135 ft. and total deceleration distances ( ) of L�Entry Speeds of 40 mph, existing brake to stop distances ( For RRR Projects with Design Speeds of 50 mph and 2) ) of 240 ft. L- Total deceleration distance ( ) of 135 ft. L�- Brake to stop distance ( - Entry Speed of 40 mph conditions: 50 mph, the following values may be used under constrained For C3 Context Classification roadways with Design Speeds of 1) NOTE: Wiggins Pass Road North Tamiami Trail/U.S. 41 North Tamiami Trail/U.S. 41 is a C3C context classification. Per FDM 212.14.2, 100' minimum queue length for C3C. 3.A.d Packet Pg. 49 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) AUIR 2022 Transportation Attachment F 3.A.d Packet Pg. 50 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Attachment "F"Collier County Annual Update and Inventory Report (AUIR) Based on Adopted LOS, Trip Bank and Traffic CountsPeak 2022 2021 Net Percent Percent2022TrafficHour 1Peak Peak Change Change Change2022 2022w/TB CountsTrip BankPeak Dir Hour Hour In Volume In Volume In VolumeTotal Counts + 2022 Counts +L Year YearTCMA orExist Cnt. Peak Service Peak Dir Peak Dir From From FromTrip Trip BankRemainingTrip BankO Expected ExpectedID# TCEA Road# Link From To Road Sta. Std*Dir Volume Volume Volume 2021 2021 2020BankVolume Capacity V/C S Deficient Deficient13 4 5 6 7 8910#12131617 18 19 2223 2425262728Min95.2 US41 Tamiami Trail East Joseph Lane Greenway Road 4D 608 D E 2,000 1,020 850 170 16.67% 11.76% 313 1333 667 66.7% C95.3 US41 Tamiami Trail East Greenway Road San Marco Drive 2U 608 D E 1,075 1,020 850 170 16.67% 11.76% 168 1188(113)110.5% F 2024 Existing96.0 US41 Tamiami Trail East San Marco Drive SR 29 2U 617A D E 1,000 260 210 50 19.23% 15.38% 6 266 734 26.6% B97.0 US41 Tamiami Trail East SR 29 Dade County Line 2U 616A D E 1,000 230 180 50 21.74% 17.39% 8 238 762 23.8% B98.0 NW-TCMA US41 Tamiami Trail North Lee County Line Wiggins Pass Road 6D 546 E N 3,100 2,160 2010 150 6.94% 0.46% 77 2237 863 72.2% C99.0 NW-TCMA US41 Tamiami Trail North Wiggins Pass Road Immokalee Road 6D 564 E N 3,100 3,120 2970 150 4.81% 6.41% 119 3239(139)104.5% F Existing Existing100.0 NW-TCMA US41 Tamiami Trail North Immokalee Road Vanderbilt Beach Road 6D 577 E * N 3,410 2,660 2050 610 22.93% 26.69% 31 2691 719 78.9% D101.0 NW-TCMA US41 Tamiami Trail North Vanderbilt Beach Road Gulf Park Drive 6D 563 E N 3,100 2,7302430 300 10.99% 4.76% 16 2746 354 88.6% D 2029102.0 NW-TCMA US41 Tamiami Trail North Gulf Park Drive Pine Ridge Road 6D 562 E * N 3,410 2,530 2290 240 9.49% 7.51% 23 2553 857 74.9% C108.0 TCEA(pt) Thomasson Drive Bayshore Drive US 41 (Tamiami Trail) 2U 698 D E 800 400 520 -120-30.00% -47.50%112 512 288 64.0% C109.0 NW-TCMA CR862 Vanderbilt Beach Road Gulfshore Drive US 41 (Tamiami Trail) 2U/4D 524 E * E 1,540 1,070 870 200 18.69%-8.41%13 1083 457 70.3% C110.1 NW-TCMA CR862 Vanderbilt Beach Road US 41 (Tamiami Trail) Goodlette-Frank Road 4D 646 D E 1,900 1,530 1430 100 6.54%-4.58%14 1544 356 81.3% D110.2 NW-TCMA CR862 Vanderbilt Beach Road Goodlette-Frank Road Airport Road 4D/6D 666 D E 2,500 1,860 1590 270 14.52% 4.84% 61 1921 579 76.8% C111.1 NW-TCMA CR862 Vanderbilt Beach Road Airport Road Livingston Road 6D 579 E E 3,000 2,840 2040 80028.17% 4.58% 4 2844 156 94.8% D 2024 2024111.2 NW-TCMA CR862 Vanderbilt Beach Road Livingston Road Logan Blvd. 6D 668 E E 3,000 2,580 2400 1806.98% 6.20% 126 2706 294 90.2% D 2026 2025112.0 CR862 Vanderbilt Beach Road Logan Boulevard Collier Boulevard 6D 580 E E 3,000 2,0401680 360 17.65% 4.41% 166 2206 794 73.5% C114.0 NW-TCMA CR901 Vanderbilt Drive Bonita Beach Road Wiggins Pass Road 2U 548 D N 1,000 570500 70 12.28% 31.58% 33 603 397 60.3% C115.0 NW-TCMA CR901 Vanderbilt Drive Wiggins Pass Road 111th Avenue 2U 578 D N 1,000 620 980 -360-58.06%35.48% 13 633 367 63.3% C116.0 Westclox Road Carson Road SR 29 2U 611 D W 800 220 210 10 4.55% 0.00% 16 236 564 29.5% B117.0 NW-TCMA CR888 Wiggins Pass Road Vanderbilt Drive US 41 (Tamiami Trail) 2U 669 D E 1,000 440400 40 9.09% 4.55% 27 467 533 46.7% B118.0 Wilson Blvd Immokalee Road Golden Gate Boulevard 2U 650 D S 900 410 420 -10-2.44%14.63% 77 487 413 54.1% B119.0 CR858 Oil Well Road Immokalee Road Everglades Boulevard 4D 725 D E 2,200 1,170 1070 100 8.55% 18.80% 528 1698 502 77.2% D120.0 CR858 Oil Well Road Everglades Boulevard Desoto Boulevard 2U 694 D E 1,100 540 430 110 20.37% 31.48% 231 771 329 70.1% C121.1 Oil Well Road DeSoto Boulevard Oil Well Grade 2U 694 D E 1,100 540 430 110 20.37% 31.48% 188 728 372 66.2% C121.2 Oil Well Road Oil Well Grade Ave Maria Blvd 4D 728 D E 2,000 450 430 20 4.44% 17.78% 177 627 1373 31.4% B122.0 Oil Well Road Ave Maria Blvd SR 29 2U 730 D E 800 210 430 -220-104.76% -76.19%177 387 413 48.4% B123.0 Golden Gate Boulevard Wilson Boulevard 18th Street NE/SE 4D 652 D E 2,300 1,580 1480 100 6.33% 8.86% 59 1639 661 71.3% C123.1 Golden Gate Boulevard 18th Street NE/SE Everglades Boulevard 4D 652 D E 2,300 1,580 1480 100 6.33% 8.86% 5 1585 715 68.9% C124.0 Golden Gate Boulevard Everglades Boulevard DeSoto Boulevard 2U722AD E 1,010 280 280 0 0.00% 15.36% 24 304 706 30.1% B125.0 EC-TCMA CR896 Pine Ridge Road Logan Boulevard Collier Boulevard 4D 535 D E 2,400 1,6601590 70 4.22% 3.01% 67 1727 673 72.0% C132.0 Randall Boulevard Immokalee Road Everglades Boulevard 2U 651 D E 900 780 810 -30-3.85% -11.54%25 805 95 89.4% D 2028133.0 Randall Boulevard Everglades Boulevard DeSoto Boulevard 2U721AD E 900 180 170 10 5.56%-269.44%31 211 689 23.4% B134.0 Everglades Boulevard I-75 Golden Gate Blvd 2U 637S D S 800 500 420 80 16.00%-8.20%16 516 284 64.5% C135.0 Everglades Boulevard Golden Gate Boulevard Oil Well Road 2U 636S D N 800 420 370 50 11.90% 0.48% 147 567 233 70.9% C136.0 Everglades Boulevard Oil Well Road Immokalee Road 2U 635S D N 800 690 610 80 11.59% 18.84% 5 695 105 86.9% D 2026 2026137.0 DeSoto Boulevard I-75 Golden Gate Boulevard 2U 639A D S 800 180 180 0 0.00% 11.11% 0 180 620 22.5% B138.0 DeSoto Boulevard Golden Gate Boulevard Oil Well Road 2U 638A D S 800 170 150 20 11.76% 17.65% 17 187 613 23.4% B142.0 NW-TCMA Orange Blossom Drive Goodlette-Frank Road Airport Road 2D 647 D * W 1,320 580 490 90 15.52% 29.31% 33 613 707 46.4% B143.0 NW-TCMA Orange Blossom Drive Airport Road Livingston Road 2U 647 D W 1,000 580 490 90 15.52% 29.31% 73 653 347 65.3% C144.0 TCEA Shadowlawn Drive US 41 (Tamiami Trail) Davis Boulevard 2U 523 D N 800 270 450 -180-66.67%7.41% 0 270 530 33.8% B * Segment designated as "Constrained" with SV increase +10%1 Level of service calculations for road facilities means calculations for peak hour traffic on a roadway segment for maximum service volumes at the adopted LOS. Peak hour is calculated as the 100th highest hour based on a 10 month period (omitting February and March), which is generally equivalent to the 250th highest hour for a twelve (12) month period. For design of roadway capacity projects, the 30th highest hour for a 12-month period at LOS "D" will be utilized. (LDC Section 6.02.03 C.)AUIR Attachment F_NG129.A.5.bPacket Pg. 996Attachment: 2022 AUIR Complete PDF - 10-4-22 (23497 : PL20220004369 AUIR/CIE)3.A.dPacket Pg. 51Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Approved Gateway Shoppes TIS dated May 10, 2017 3.A.d Packet Pg. 52 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) kimley-horn.com 655 North Franklin Street, Suite 150, Tampa, FL 33602 813 620 1460 May 10, 2017 Mr. Stephen Baluch, P.E. Collier County Transportation Planning Department 2800 S. Horseshoe Drive Naples, FL 34104 RE:Gateway Shoppes Additional Retail Development Minor Transportation Impact Statement Dear Mr. Baluch: Kimley-Horn and Associates, Inc. was retained by Benderson Development to evaluate and document the traffic impacts associated with the additional retail square footage that is proposed to be added to the existing Gateway Shoppes shopping center. The Gateway Shoppes development consists of an existing 213,184 square feet of retail, and it is proposed to add an additional 45,250 square feet of retail for a total of 258,434 square feet of retail. The development is currently approved for 228,962 square feet of retail, and therefore the additional square footage equates to 29,472 square feet above the approved square footage. The project site is located in the northwest quadrant of the intersection of Tamiami Trail East/US 41 & Wiggins Pass Road in Collier County, Florida, and is shown in Figure 1. A conceptual site plan is attached in the Appendix outlining the proposed additional retail development. Based upon the anticipated impacts of the additional retail development and per our methodology meeting held with Collier County staff on September 14, 2016, this traffic analysis has been proposed as a minor transportation impact statement (TIS) consistent with the County’s Transportation Impact Statement (TIS) guidelines. 3.A.d Packet Pg. 53 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) May 10, 2017 Page 2 kimley-horn.com 655 North Franklin Street, Suite 150, Tampa, FL 33602 813 620 1460 Figure 1: Location Map The Gateway Shoppes development has two existing access connections to Tamiami Trail East/US 41 and one existing access connection to Wiggins Pass Road. The two existing connections along Tamiami Trail East/US 41 include one right-in/right-out connection and one full access connection at the signalized intersection with Old 41. There is one existing full access connection on Wiggins Pass Road. There are two approved access connections on Wiggins Pass Road according to the PUD and documented in the Traffic Impact Statement for Gateway Shoppes @ North Bay prepared by Metro Transportation Group, Inc. The existing Wiggins Pass Road access will remain a full access. The western proposed access driveway connection will be a full access but is limited to service and delivery vehicles. As discussed at a meeting on April 26, 2017 with County staff, a modified double yellow line along Wiggins Pass Road will allow for the southbound left-turn movement at the western driveway along Wiggins Pass Road. This skip stripping will notify the southbound vehicle of where it should cross the eastbound left-turn lane when there is an available gap. PROPOSED ADDITIONAL DEVELOPMENT Anticipated trip generation for the proposed additional retail square footage was calculated using the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition, for ITE Land Use Code 820, Shopping Center. The trip generation potential for Daily, AM, and PM peak-hour scenarios is shown in Table 1. A 25% pass-by capture rate was assumed for the AM and PM peak-hour and the daily pass-by capture rate was assumed to be 10% lower than the peak hour capture rate (15%) as outlined in Collier County’s TIS guidelines. The detailed trip generation calculations are included in the Appendix. 3.A.d Packet Pg. 54 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) May 10, 2017 Page 3 kimley-horn.com 655 North Franklin Street, Suite 150, Tampa, FL 33602 813 620 1460 Table 1: Concurrency Trip Generation ITE TRIP GENERATION CHARACTERISTICS GROSS EXTERNAL TRIPS PASS-BY CAPTURE NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale Units Peak Period In Out Total %Trips In Out Total Existing Plus Proposed Retail 9 820 258.434 KSF Daily 6,294 6,294 12,588 15 1,888 5,350 5,350 10,700 PM 543 589 1,132 25 284 401 447 848 AM 172 106 278 25 70 137 71 208 Approved Retail 9 820 228.962 KSF Daily 5,818 5,818 11,636 15 1,746 4,945 4,945 9,890 PM 501 543 1,044 25 262 370 412 782 AM 160 98 258 25 64 128 66 194 Net New PM Peak-Hour Trips1 31 35 66 Net New AM Peak-Hour Trips1 9 5 14 1. Net New = (Existing + Proposed) - Approved PROJECT IMPACT ANALYSIS Due to the fact that the project is anticipated to generate 66 PM peak-hour net new total two-way trips (less than the 100 net new total two-way trips in the PM peak-hour threshold), a minor transportation impact statement was prepared in support of the concurrency analysis for the proposed additional retail development. The study segment of Tamiami Trail East/US 41 was analyzed from Wiggins Pass Road to Lee County Line and Wiggins Pass Road from Vanderbilt Drive to Tamiami Trail. Data was obtained from the Collier County 2015 Annual Update and Inventory Report (AUIR) tables for existing (2015) and future (2017) buildout conditions of the links. The future (2017) buildout conditions were found by using the higher of the average growth rate (2%) or the trip bank data provided in the AUIR.Table 2 and Table 3 below show the analysis of the study roadway for the 2017 background and total traffic conditions. Table 2: 2017 Background Roadway Conditions Roadway Segment AUIR ID From To No. of Lanes 2015 Peak Hr Peak Dir Service Volume 2015 Peak Hr Dir Volume 2015 LOS 2015 Remaining Capacity 2015 Trip Bank 2017 Background Volume (Trip Bank) Growth Rate 2017 Background Volume (Growth Rate) Tamiami Trail/US 41 98 Wiggins Pass Road Lee County Line 6D 3,100 1,990 C 1,110 55 2,045 2%2,070 Wiggins Pass Road 117 Vanderbilt Drive Tamiami Trail 2U 1,000 420 B 580 5 425 2%437 3.A.d Packet Pg. 55 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) May 10, 2017 Page 4 kimley-horn.com 655 North Franklin Street, Suite 150, Tampa, FL 33602 813 620 1460 Table 3: 2017 Total Traffic Roadway Conditions Roadway Segment From To Peak Dir Peak Dir Project Distribution Net Ext. Peak Hr Peak Dir Project Trips 2% of Peak Hr Service Volume Project % of Service Vol. Sig. Impact? Growth Rate 2017 Total Volume Peak Hr Peak Dir Total Volume + Project Trips 2017 Remaining Capacity Tamiami Trail/US 41 Wiggins Pass Road Lee County Line N 55%22 62 0.7%No 2%2,070 2,092 1,008 Wiggins Pass Road Vanderbilt Drive Tamiami Trail E 10%5 20 0.5%No 2%437 442 558 As shown in the analysis above, the segments of Tamiami Trail East/US 41 and Wiggins Pass Road are anticipated to operate with remaining capacity available in 2017 future conditions after the inclusion of the additional proposed 45,250 square feet of retail. Project trips entering and exiting the proposed site were assigned to the roadway network based on engineering judgement and information provided by Collier County for the Traffic Impact Statement for Gateway Shoppes @ North Bay by Metro Transportation Group, Inc. The a.m. peak period and p.m.peak period distributions are shown in Figure 2. TURN LANE ANALYSIS As requested by Collier County, a turn lane analysis was conducted to verify the turn lanes will be adequate for the proposed additional square footage. The projected total volumes (existing volumes and project traffic for the 45,250-additional retail square footage was included) were calculated based upon ITE’s Trip Generation Manual. As indicated in Table 4 below, the turn lanes are anticipated to be adequate in future conditions along Wiggins Pass Road. Table 4: Turn Lane Analysis Intersection Movement Existing Conditions Future Conditions Proposed Future Conditions Turn-Lane Length (ft) Recommended Length per PPM (ft) Turn-Lane Length (ft) Wiggins Pass Road & Proposed Western Access EBL ---Turn Lane not warranted*--- WBR ---Turn Lane not warranted*--- Wiggins Pass Road & Existing Access EBL 485 235 485 WBR 600 185 600 *Based upon National Cooperative Highway Research Program (NCHRP) Report 457 Figure 2-5 or Figure 2-4 3.A.d Packet Pg. 56 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 6 'Int6'! 5 'Int5'! 2 'Int2'!3 'Int3'!4 'Int4'!1 'Int1'!15.0%40.0%(15.0%) (15.0%)9.0%(2.0%) 1.0%9.0% (10.0%)2.0%15.0% 13.0%2.0%(40.0%)(2.0%)(10.0%)(13.0%)40.0%(15.0%)10.0%(25.0%)(5.0%)40.0%(25.0%) 5.0% (30.0%)20.0%10.0%© 2017 N NOT TO SCALE Legend Roadway XX% Entering Distribution (XX)% Exiting Distribution Southern Access Figure 2 Project Traffic Distribution Operational Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US41Gateway Shoppes Old 41 RoadNorthern Access WesternAccessMiddleAccess3.A.d Packet Pg. 57 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) May 10, 2017 Page 5 kimley-horn.com 655 North Franklin Street, Suite 150, Tampa, FL 33602 813 620 1460 CONCLUSION The proposed additional retail square footage that is being added to the Gateway Shoppes shopping center is anticipated to generate 14 and 66 total net, new trips during the a.m. and p.m. peak-hour, respectively. As part of the County’s requirement for a Minor Transportation Impact Statement (TIS), a roadway analysis was performed and indicates that the roadway segments of Tamiami Trial East/US 41 from Wiggins Pass Road to Lee County Line and Wiggins Pass Road from Vanderbilt Drive to Tamiami Trail are anticipated to operate acceptably in future conditions with the addition of the proposed retail development at Gateway Shoppes. Sincerely, Christopher Hatton, P.E.Kelly Fearon Senior-Vice President Transportation Analyst Attachments:Figure 2: Project Traffic Distribution P.M. Peak-Hour Total Traffic A.M. Peak-Hour Total Traffic Turn Lane Analysis Methodology 3.A.d Packet Pg. 58 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) kimley-horn.com 655 North Franklin Street, Suite 150, Tampa, FL 33602 813 620 1460 APPENDIX Approved Gateway Shoppes TIS - 2017 3.A.d Packet Pg. 59 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 6 'Int6'! 5 'Int5'! 2 'Int2'!3 'Int3'!4 'Int4'!1 'Int1'!6016067 67369 4 36 45 8 60 1795852 98 4595 160688422 252-92133 20 22710120 © 2017 N NOT TO SCALE Legend Roadway XX P.M. Peak-Hour Total Traffic (Existing + Project) Southern Access P.M. Peak-Hour Total Traffic Operational Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US41Gateway Shoppes Old 41 RoadNorthern Access WesternAccessMiddleAccessApproved Gateway Shoppes TIS - 2017 3.A.d Packet Pg. 60 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 6 'Int6'! 5 'Int5'! 2 'Int2'!3 'Int3'!4 'Int4'!1 'Int1'!215511 11121 1 12 7 3 21 28918 13 718 5521114 78-2323 7 158329 © 2017 N NOT TO SCALE Legend Roadway XX A.M. Peak-Hour Total Traffic (Existing + Project) Southern Access A.M. Peak-Hour Total Traffic Operational Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US41Gateway Shoppes Old 41 RoadNorthern Access WesternAccessMiddleAccessApproved Gateway Shoppes TIS - 2017 3.A.d Packet Pg. 61 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) TURN LANE CALCULATIONS Calculations based upon FDOT Guidelines Intersection:Wiggins Pass Rd & Existing Project Access Scenario:Future Total Date of Analysis:4/24/2017 Analyst:Kimley-Horn & Associates, Inc. GENERAL INFORMATION Time of Day:PM Peak Hour Approach:Eastbound Traffic Control:Unsignalized Intersection Geometric Conditions:Urban Conditions Turn Lane Type:Left-Turn Lane Number of Lanes:1 Design Speed:45 Miles per Hour UNSIGNALIZED INPUT PARAMETERS Turning Traffic Volume:36 vph Peak Cycle Factor:30 UNSIGNALIZED TURN LANE CALCULATIONS Turning Traffic Volume:36 vph Peak Cycle Factor:30 Expected Vehicle Queue:1.2 Vehicle Length:25 feet Peak Storage Length:30 feet Minimum Storage Length:0 feet Number of Lanes:1 Required Design Storage per Lane:50 feet Total Deceleration Distance:185 feet Total Turn Lane Length:235 feet TURN LANE CALCULATION RESULTS Design Storage Length:50 feet Total Deceleration Distance:185 feet Total Turn Lane Length (incl. Taper):235 feet K:\TAM_TPTO\048649 - Benderson Development\064 - Gateway (Collier County)\Sufficiency\Update 05-04-2017\[Turn Lane 3.xls]Wigg 5/9/2017: 8:39 AM Approved Gateway Shoppes TIS - 2017 3.A.d Packet Pg. 62 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) TURN LANE CALCULATIONS Calculations based upon FDOT Guidelines Intersection:Wiggins Pass Rd & Existing Project Access Scenario:Future Total Date of Analysis:4/24/2017 Analyst:Kimley-Horn & Associates, Inc. GENERAL INFORMATION Time of Day:PM Peak Hour Approach:Westbound Traffic Control:Unsignalized Intersection Geometric Conditions:Urban Conditions Turn Lane Type:Right-Turn Lane Number of Lanes:1 Design Speed:45 Miles per Hour UNSIGNALIZED INPUT PARAMETERS Turning Traffic Volume:52 vph Peak Cycle Factor:30 UNSIGNALIZED TURN LANE CALCULATIONS Turning Traffic Volume:52 vph Peak Cycle Factor:30 Expected Vehicle Queue:N/A Vehicle Length:25 feet Peak Storage Length:N/A feet Minimum Storage Length:0 feet Number of Lanes:1 Required Design Storage per Lane:0 feet Total Deceleration Distance:185 feet Total Turn Lane Length:185 feet TURN LANE CALCULATION RESULTS Design Storage Length:0 feet Total Deceleration Distance:185 feet Total Turn Lane Length (incl. Taper):185 feet K:\TAM_TPTO\048649 - Benderson Development\064 - Gateway (Collier County)\Sufficiency\Update 05-04-2017\[Turn Lane 3.xls]Wigg 5/9/2017: 8:39 AM Approved Gateway Shoppes TIS - 2017 3.A.d Packet Pg. 63 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 2 - 6. Guideline for determining the need for a major-road right-turn bay at a two-way stop-controlled intersection. INPUT Value 45 420 8 OUTPUT Value 59 right-turn bay for a 2-lane roadway: Do NOT add right-turn bay. Roadway geometry: Variable Variable Guidance for determining the need for a major-road Major-road speed, mph: Major-road volume (one direction), veh/h: Right-turn volume, veh/h: Limiting right-turn volume, veh/h: 2-lane roadway 0 20 40 60 80 100 120 140 200 400 600 800 1000 1200 1400 1600Right-TurnVolume,veh/hMajor-Road Volume (one direction), veh/h Add right - turn bay Approved Gateway Shoppes TIS - 2017 3.A.d Packet Pg. 64 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka K:\TAM_TPTO\048649 - Benderson Development\064 - Gateway (Collier County)\Methodology\Methodology Meeting Request.doc APPENDIX A INITIAL MEETING CHECKLIST Suggestion: Use this Appendix as a worksheet to ensure that no important elements are overlooked. Cross out the items that do not apply. Date:09/14/2016 Time: 2:45 pm Location: Collier County People Attending: Name, Organization, and Telephone Numbers 1) Kelly Fearon, E.I. Kimley-Horn, 813-635-5501 2) Christopher Hatton, P.E. Kimley-Horn, 813-635-5523 3) Chad Sweet, Collier County 4) Stephen Baluch, Collier County Study Preparer: Preparer’s Name and Title: Christopher Hatton, P.E. Organization: Kimley-Horn and Associates, Inc. Address & Telephone Number: 655 N. Franklin Street, Suite 150 Tampa, FL 33602 Reviewer(s): Reviewer’s Name & Title: Stephen Baluch, Collier County Transportation Planning Department Applicant: Applicant’s Name: Benderson Development Address: 7978 Cooper Creek Blvd., Suite 100, Sarasota, FL, 34201 Telephone Number: 941-359-8303 Proposed Development: Name: Gateway Shoppes Location: Northwest quadrant of US 41 & Wiggins Pass Road Land Use Type: Shopping Center ITE Code #: 820 Proposed number of development units: 32,335 sq ft Total Proposed: 261,297 sq ft Approved: 228,962 sq ft Additional Proposed: 32,335 sq ft Other: Description: Existing Shopping Center: 210,597 sq ft Approved Gateway Shoppes TIS - 2017 3.A.d Packet Pg. 65 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Approved Gateway Shoppes TIS - 20173.A.dPacket Pg. 66Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Approved Gateway Shoppes TIS - 20173.A.dPacket Pg. 67Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Approved Gateway Shoppes TIS - 20173.A.dPacket Pg. 68Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Approved Gateway Shoppes TIS - 20173.A.dPacket Pg. 69Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Approved Gateway Shoppes TIS - 20173.A.dPacket Pg. 70Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Approved Gateway Shoppes TIS - 20173.A.d Packet Pg. 71 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka Approved Gateway Shoppes TIS - 20173.A.d Packet Pg. 72 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka Approved Gateway Shoppes TIS - 20173.A.d Packet Pg. 73 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka Approved Gateway Shoppes TIS - 20173.A.dPacket Pg. 74Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) K:\TAM_TPTO\048649 - Benderson Development\064 - Gateway (Collier County)\Methodology\Methodology Meeting Request.doc APPENDIX A INITIAL MEETING CHECKLIST Suggestion: Use this Appendix as a worksheet to ensure that no important elements are overlooked. Cross out the items that do not apply. Date:09/14/2016 Time: 2:45 pm Location: Collier County People Attending: Name, Organization, and Telephone Numbers 1) Kelly Fearon, E.I. Kimley-Horn, 813-635-5501 2) Christopher Hatton, P.E. Kimley-Horn, 813-635-5523 3) Chad Sweet, Collier County 4) Stephen Baluch, Collier County Study Preparer: Preparer’s Name and Title: Christopher Hatton, P.E. Organization: Kimley-Horn and Associates, Inc. Address & Telephone Number: 655 N. Franklin Street, Suite 150 Tampa, FL 33602 Reviewer(s): Reviewer’s Name & Title: Stephen Baluch, Collier County Transportation Planning Department Applicant: Applicant’s Name: Benderson Development Address: 7978 Cooper Creek Blvd., Suite 100, Sarasota, FL, 34201 Telephone Number: 941-359-8303 Proposed Development: Name: Gateway Shoppes Location: Northwest quadrant of US 41 & Wiggins Pass Road Land Use Type: Shopping Center ITE Code #: 820 Proposed number of development units: 32,335 sq ft Total Proposed: 261,297 sq ft Approved: 228,962 sq ft Additional Proposed: 32,335 sq ft Other: Description: Existing Shopping Center: 210,597 sq ft Approved Gateway Shoppes TIS - 2017 3.A.d Packet Pg. 75 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Approved Gateway Shoppes TIS - 20173.A.dPacket Pg. 76Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Approved Gateway Shoppes TIS - 20173.A.dPacket Pg. 77Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Approved Gateway Shoppes TIS dated March 6, 2018 3.A.d Packet Pg. 78 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) kimley-horn.com 655 North Franklin Street, Suite 150, Tampa, FL 33602 813 620 1460 March 6, 2018 Mr. Stephen Baluch, P.E. Collier County Transportation Planning Department 2800 S. Horseshoe Drive Naples, FL 34104 RE:Gateway Shoppes Additional Project Access Minor Transportation Impact Statement Dear Mr. Baluch: Kimley-Horn and Associates, Inc. was retained by Benderson Development to evaluate and document the traffic impacts associated with the additional proposed access to be added to the Gateway Shoppes shopping center. The Gateway Shoppes development consists of 213,184 square feet of existing retail, and was approved to add an additional 45,250 square feet of retail for a total of 258,434 square feet of retail. Gateway Shoppes shopping center is approved to allow two access connections along Wiggins Pass Road, and this analysis is provided in support of a proposed third access connection along Wiggins Pass Road. The project site is located in the northwest quadrant of the intersection of Tamiami Trail East/US 41 & Wiggins Pass Road in Collier County, Florida, and is shown in Figure 1. A turn lane exhibit and the site plan are attached in the Appendix outlining the proposed additional project access. The Gateway Shoppes development has two existing access connections to Tamiami Trail East/US 41 and one existing access connection to Wiggins Pass Road. The two existing connections along Tamiami Trail East/US 41 include one right-in/right-out connection and one full access connection at the signalized intersection with Old 41. There are two approved access connections on Wiggins Pass Road according to the PUD and documented in the Traffic Impact Statement for Gateway Shoppes @ North Bay prepared by Metro Transportation Group, Inc. The existing (middle) Wiggins Pass Road project access will remain a full access. The approved western access driveway connection will also be full access, but is limited to service and delivery vehicles. As discussed at a meeting on April 26, 2017 with County staff, a modified double yellow line along Wiggins Pass Road will allow for the southbound left-turn movement at the western driveway along Wiggins Pass Road. This skip stripping will notify the southbound vehicle of where it should cross the eastbound left-turn lane when there is an available gap. It is now proposed to add a third access connection along Wiggins Pass Road. This proposed eastern access connection will be restricted to a right-in/right-out only access connection and a 190-foot right-turn lane will be constructed as indicated in the attached site plan. This minor transportation impact statement is provided in support of the third access connection along Wiggins Pass Road. No additional square footage is being proposed. 3.A.d Packet Pg. 79 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) March 6, 2018 Page 2 kimley-horn.com 655 North Franklin Street, Suite 150, Tampa, FL 33602 813 620 1460 Figure 1: Location Map TRIP GENERATION Anticipated trip generation for the total approved retail square footage was calculated using the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition, for ITE Land Use Code 820, Shopping Center. The trip generation potential for the Daily, AM, and PM peak-hour scenarios is shown in Table 1. A 25% pass-by capture rate was assumed for the AM and PM peak-hour and the daily pass-by capture rate was assumed to be 10% lower than the peak hour capture rate (15%) as outlined in Collier County’s TIS guidelines. The detailed trip generation calculations are included in the Appendix. Table 1: Concurrency Trip Generation ITE TRIP GENERATION CHARACTERISTICS GROSS EXTERNAL TRIPS PASS-BY CAPTURE NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale Units Peak Period In Out Total %Trips In Out Total Approved Retail 10 820 258.434 KSF Daily 5,733 5,733 11,466 15 1,720 4,873 4,873 9,746 PM 527 570 1,097 25 274 390 433 823 AM 174 107 281 25 70 139 72 211 PM Peak-Hour Trips 390 433 823 AM Peak-Hour Trips 139 72 211 3.A.d Packet Pg. 80 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) March 6, 2018 Page 3 kimley-horn.com 655 North Franklin Street, Suite 150, Tampa, FL 33602 813 620 1460 Anticipated project trips entering and exiting the project site were assigned to the roadway network based on information provided by Collier County for the Traffic Impact Statement for Gateway Shoppes @ North Bay by Metro Transportation Group, Inc and engineering judgement. The a.m. peak period and p.m.peak period distributions are shown in Figure 2. TURN LANE ANALYSIS As requested by Collier County, a turn lane analysis was conducted to verify that the project turn lanes along Wiggins Pass Road will be adequate for the total approved square footage. The projected total volumes (approved traffic volumes including the 45,250-additional retail square footage) were calculated based upon ITE’s Trip Generation Manual. As indicated in Table 2 below, the turn lanes are anticipated to be adequate for the future conditions along Wiggins Pass Road. Table 2: Wiggins Pass Road Turn Lane Analysis Intersection Movement Existing Conditions Required Future Conditions Proposed Future Conditions Turn-Lane Length (ft) Recommended Length per PPM** (ft) Turn-Lane Length (ft) Wiggins Pass Road & Approved Western Access EBL N/A Turn Lane not warranted*N/A WBR N/A Turn Lane not warranted*N/A Wiggins Pass Road & Existing Middle Access EBL 485 235 485 WBR 600 185 600 Wiggins Pass Road & Proposed Eastern Access WBR N/A 185 190 *Based upon National Cooperative Highway Research Program (NCHRP) Report 457 Figure 2-5 or Figure 2-4 **FDOT, Plans Preparation Manual 3.A.d Packet Pg. 81 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) March 6, 2018 Page 4 kimley-horn.com 655 North Franklin Street, Suite 150, Tampa, FL 33602 813 620 1460 SUMMARY Gateway Shoppes shopping center is approved to allow two access connections along Wiggins Pass Road, and it is proposed to add a third (eastern) access connection, a right-in/right-out only access connection, along Wiggins Pass Road. As part of this additional access connection, it is proposed to construct a 190- foot right-turn lane for this proposed eastern access connection. Please let us know if you have any questions regarding this analysis. Sincerely, Christopher Hatton, P.E.Kelly Fearon Senior-Vice President Transportation Analyst Attachments:Figure 2: Project Traffic Distribution Figure 3: P.M. Peak-Hour Total Project Traffic Figure 4: A.M. Peak-Hour Total Project Traffic Turn Lane Analysis Site Plan 3.A.d Packet Pg. 82 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) kimley-horn.com 655 North Franklin Street, Suite 150, Tampa, FL 33602 813 620 1460 APPENDIX Approved Gateway Shoppes TIS - 2018 3.A.d Packet Pg. 83 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 6 'Int6'! 5 'Int5'! 2 'Int2'!3 'Int3'!4 'Int4'!1 'Int1'!20.0%10.0%(5.0%)40.0%(25.0%) 5.0% (30.0%)10.0%(25.0%)40.0%(15.0%)(40.0%)(2.0%)(8.0%)(13.0%)2.0%(2.0%)(10.0%)2.0%(2.0%)6.0% 9.0%4.0% 9.0%(2.0%) 1.0%9.0%15.0%40.0%(15.0%) (15.0%) © 2018 N NOT TO SCALE Legend Roadway Access Connection XX% Entering Distribution (XX)% Exiting Distribution Southern Access Figure 2 Project Traffic Distribution Operational Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US41Gateway Shoppes Old 41 RoadNorthern Access WesternAccessMiddleAccessProposedEasternAccessApproved Gateway Shoppes TIS - 2018 3.A.d Packet Pg. 84 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 6 'Int6'! 5 'Int5'! 2 'Int2'!3 'Int3'!4 'Int4'!1 'Int1'!991821 245-89129 19 219 668124592 98 3543 16 23 35 1735616 935 9 4 35 5915665 65 © 2018 N NOT TO SCALE Legend Roadway Access Connection XX P.M. Peak-Hour Approved Project Traffic Southern Access Figure 3 P.M. Peak-Hour Total Project Traffic Operational Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US41Gateway Shoppes Old 41 RoadNorthern Access WesternAccessMiddleAccessProposedEasternAccessApproved Gateway Shoppes TIS - 2018 3.A.d Packet Pg. 85 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 6 'Int6'! 5 'Int5'! 2 'Int2'!3 'Int3'!4 'Int4'!1 'Int1'!215611 11131 1 13 7 4 9 13 2996 113 618 7921115 79-2323 6 45329 © 2018 N NOT TO SCALE Legend Roadway Access Connection XX A.M. Peak-Hour Approved Project Traffic Southern Access Figure 4 A.M. Peak-Hour Total Project Traffic Operational Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US41Gateway Shoppes Old 41 RoadNorthern Access WesternAccessMiddleAccessProposedEasternAccessApproved Gateway Shoppes TIS - 2018 3.A.d Packet Pg. 86 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) TURN LANE CALCULATIONS Calculations based upon FDOT Guidelines Intersection:Wiggins Pass Rd & Existing Middle Project Access Scenario:Future Total Date of Analysis:3/2/2018 Analyst:Kimley-Horn & Associates, Inc. GENERAL INFORMATION Time of Day:PM Peak Hour Approach:Eastbound Traffic Control:Unsignalized Intersection Geometric Conditions:Urban Conditions Turn Lane Type:Left-Turn Lane Number of Lanes:1 Design Speed:45 Miles per Hour UNSIGNALIZED INPUT PARAMETERS Turning Traffic Volume:35 vph Peak Cycle Factor:30 UNSIGNALIZED TURN LANE CALCULATIONS Turning Traffic Volume:35 vph Peak Cycle Factor:30 Expected Vehicle Queue:1.2 Vehicle Length:25 feet Peak Storage Length:30 feet Minimum Storage Length:0 feet Number of Lanes:1 Required Design Storage per Lane:50 feet Total Deceleration Distance:185 feet Total Turn Lane Length:235 feet TURN LANE CALCULATION RESULTS Design Storage Length:50 feet Total Deceleration Distance:185 feet Total Turn Lane Length (incl. Taper):235 feet K:\TAM_TPTO\048649 - Benderson Development\064 - Gateway (Collier County)\Sufficiency\Updated 03-01-2018\[Turn Lane 3.xls]Wigg 3/6/2018: 10:45 AM Approved Gateway Shoppes TIS - 2018 3.A.d Packet Pg. 87 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) TURN LANE CALCULATIONS Calculations based upon FDOT Guidelines Intersection:Wiggins Pass Rd & Existing Middle Project Access Scenario:Future Total Date of Analysis:3/2/2018 Analyst:Kimley-Horn & Associates, Inc. GENERAL INFORMATION Time of Day:PM Peak Hour Approach:Westbound Traffic Control:Unsignalized Intersection Geometric Conditions:Urban Conditions Turn Lane Type:Right-Turn Lane Number of Lanes:1 Design Speed:45 Miles per Hour UNSIGNALIZED INPUT PARAMETERS Turning Traffic Volume:16 vph Peak Cycle Factor:30 UNSIGNALIZED TURN LANE CALCULATIONS Turning Traffic Volume:16 vph Peak Cycle Factor:30 Expected Vehicle Queue:N/A Vehicle Length:25 feet Peak Storage Length:N/A feet Minimum Storage Length:0 feet Number of Lanes:1 Required Design Storage per Lane:0 feet Total Deceleration Distance:185 feet Total Turn Lane Length:185 feet TURN LANE CALCULATION RESULTS Design Storage Length:0 feet Total Deceleration Distance:185 feet Total Turn Lane Length (incl. Taper):185 feet K:\TAM_TPTO\048649 - Benderson Development\064 - Gateway (Collier County)\Sufficiency\Updated 03-01-2018\[Turn Lane 3.xls]Wigg 3/6/2018: 10:45 AM Approved Gateway Shoppes TIS - 2018 3.A.d Packet Pg. 88 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) TURN LANE CALCULATIONS Calculations based upon FDOT Guidelines Intersection:Wiggins Pass Rd & Proposed Eastern Project Access Scenario:Future Total Date of Analysis:3/2/2018 Analyst:Kimley-Horn & Associates, Inc. GENERAL INFORMATION Time of Day:PM Peak Hour Approach:Westbound Traffic Control:Unsignalized Intersection Geometric Conditions:Urban Conditions Turn Lane Type:Right-Turn Lane Number of Lanes:1 Design Speed:45 Miles per Hour UNSIGNALIZED INPUT PARAMETERS Turning Traffic Volume:35 vph Peak Cycle Factor:30 UNSIGNALIZED TURN LANE CALCULATIONS Turning Traffic Volume:35 vph Peak Cycle Factor:30 Expected Vehicle Queue:N/A Vehicle Length:25 feet Peak Storage Length:N/A feet Minimum Storage Length:0 feet Number of Lanes:1 Required Design Storage per Lane:0 feet Total Deceleration Distance:185 feet Total Turn Lane Length:185 feet TURN LANE CALCULATION RESULTS Design Storage Length:0 feet Total Deceleration Distance:185 feet Total Turn Lane Length (incl. Taper):185 feet K:\TAM_TPTO\048649 - Benderson Development\064 - Gateway (Collier County)\Sufficiency\Updated 03-01-2018\[Turn Lane 3.xls]Wigg 3/6/2018: 10:45 AM Approved Gateway Shoppes TIS - 2018 3.A.d Packet Pg. 89 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Approved Gateway Shoppes TIS - 2018 3.A.d Packet Pg. 90 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka Approved Traffic Deviation Request for PL20180000548 Gateway Shoppes Expansion dated September 12, 2018 3.A.d Packet Pg. 91 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) kimley -horn.com 1412 Jackson Street, Suite 2, Fort Myers , Florida 33901 239 271 2650 MEMORANDUM To: Stephen Baluch From: Kellie Clark , P.E. Kimley -Horn and Associates, Inc. Date: July 31, 2018, revised September 12, 2018 Subject: Traffic Deviation Request for PL20180000548 Gateway Shoppes Expansion The following deviations are being requested as part of a future SDPA for the Gateway Shoppes Expansion Project (PL20180000548). These deviations will be required to address staff and adjacent neighbor’s requests for additional turn lanes when submitting a future SDPA that includes one additional access located on the westbound north side of Wiggins Pass Road, a west bound right turn lane to serve the center access, a west bound right -thru lane to serve the eastern most access and existing center access, to convert the permitted right -thru lane into an additional westbound lane, and a bike lane. Proposed Improvements The site has already been approved to convert the existing west bound right turn lane into a right -thru lane under PL20160000032. The right-thru lane approved under the Gateway Shoppes Expansion SDPA (PL20160000032) was requested by County sta ff to address safety concerns. The new turn lane to serve the eastern access point was also requested by the County. An additional turn lane to serve the central access was requested by neighbo rs and endorsed by the County. According to the Collier County Construction Standards Handbook for Work Within the Right-of -Way, a right turn lane is warranted when the traffic volume during peak hour conditions exceeds 40 vehicles (Section III, A. 1. a. (2)). The turn volume is less than 40 vehicles during the peak hour and therefore the right turn lane is not warranted. However, the Applicant is proposing these turn lanes in response t o County and neighborhood requests. The Applicant proposes, along with a third access point, to convert the current right -thru lane to a continuous 12-foot lane, the addition of a 12-foot right -thru lane and the addition of a 12-foot right turn lane. These changes are depicted in Exhibit 1, attached. Additionally, Section 4.06.02,D.4 of the LDC provides that “[s]idewalks and other impervious areas must not occupy any part of a required Alternative A, B, C, or D type buffer.” The LDC also requires edge of pavement to sidewalk length to be maintained (Section III, A of the Collier County Construction Standards Handbook ). To achieve the required landscape buffer, sidewalks cannot be in the landscape buffer. In order to maintain the current buffer requ irements, the sidewalk separation between the edge of pavement and sidewalk will require a deviation. Lastly, the Exhibit shows a proposed bike lane for the length of the proposed Wiggins Pass improveme nts as requested by neighbors. However, this is being included for the County consideration and can be modified to the main entrance only or eliminated entirely based on County review. 3.A.d Packet Pg. 92 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Page 2 kimley -horn.com 1412 Jackson Street, Suite 2, Fort Myers , Florida 33901 239 271 2650 Throat Length This deviation is to request the reduction of throat length for the easternmost proposed entrance to the Gateway Shoppes Expansion Project. The Collier County Construction Standards Handbook for Work Within the Right -of-Way states “On shopping centers that are greater than 200,000 square feet, a traffic impact analysis shall be prepared by the Permittee to determine all throat lengths ” (ROW handbook Section III, C., 6. a., (2)). “For developments less than 200,000, throat lengths are determined by type and trip volume”. Since the proposed driveway is anticipated to experience a low volume of volume of traffic, the ROW handbook states that “On project entrance roadways that are minor traffic generators (peak hour volumes less than 150 VPH), minimum throat length = 60 feet ” (ROW handbook Section III, C., 6. a., (2)(b)). We are requesting that the 60 feet for an access to a project entrance for parking aisles, be reduced from 60 feet to 58 feet which represent s a reduction of 2 feet. In order to compensate for the reduction in throat length, north bound traffic turning off of Wiggins Pass Road will not be allowed to make a right turn movement where the throat length ends, and the traffic movements exiting the westbound parking aisle to the east of the entrance will be restricted to a right turn movement only. Turn Lane Length Th is deviation is to request the shortening of the total lane length associated with the proposed right turn lane and right -thru lane located at the proposed middle and easterly access driveways . FDOT Index 17346 requires a turn lane of 240-feet that includes a 50-foot taper for a des ign speed of 50 miles per hour. This deviation is to allow for a 190 feet right-thru lane and a 135-foot right turn lane. FDOT Index 17346 requires a turn lane of 185 feet that includes a 50-foot taper for a design speed of 45 miles per hour. The configuration of the lanes allows for west bound traffic to continue on the 190-foot turn lane to 135-foot turn lane. This will allow the second 135-foot turn lane to have a declaration lane of 275-feet. It is recommended that the County reevaluate the posted speed limit for this section of Wiggins P ass Road after the improvements have been made. The proposed turn lane will include the required signage in accordance with FDOT Index 17346. 6-foot sidewalk location Section III, A of the Collier County Construction Standards Handbook for Work Within the Public Right -of -Way states “[i]f a sidewalk must be reconstructed for a turn lane, the existing separation must be maintained; or the required clear zone, whichever is greater .” The development currently has a 6-foot wide concrete sidewalk on the north side of Wiggins Pass R oad. This sidewalk is a distance of 12-feet from the edge of pavement to the southern edge of the sidewalk. The Applicant requests that the requirement to maintain the separation between the sidewalk and the adjacent edge of pavement to be reduced to 6-feet. If the sidewalk separation is maintained, the sidewalk will encroach into the existing landscape buffer. The Applicant wishes to maintain and preserve the existing, healthy landscape buffer. This deviation from the Collier County Construction Standards Handbook for Work Within the P ublic Right-of -Way will maintain the current landscaping that buffers the development from the intersection of Wiggins Pass Road and U.S. 41 to the westernmost property boundary of the development along the north side of Wiggi ns Pass Road, as well as provide 3.A.d Packet Pg. 93 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Page 3 kimley -horn.com 1412 Jackson Street, Suite 2, Fort Myers , Florida 33901 239 271 2650 continued connectivity to the shopping center. The reduction in separation between the sidewalk and edge of pavement will not adversely affect the existing swale. The swale will be maintained by increasing its current depth. The bike path will encourage cyclist to use the bike path in lieu of the sidewalk, therefore, making the sidewalk safer. The separation distance on the south side of Wiggins Pass Road, just west of the center entrance does not have a bike lane and mainta ins a minimum distance of 7-feet from the edge of pavement to the sidewalk. The sidewalk has been placed on the edge of the right-of-way to maintain a maximum distance from the roadway for per Florida Department of Transportation (FDOT) Florida Design Manual (FDM) Section 222.2.1. 3.A.d Packet Pg. 94 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) RIGHT TURN EXHIBIT1 ©NORTH3.A.d Packet Pg. 95 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Supplemental Traffic Analysis 3.A.d Packet Pg. 96 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) kimley-horn.com 201 N Franklin St Suite 1400, Tampa, FL 33602 813 620 1460 July 24, 2024 Ms. Cecilia Varga Principal Planner Collier County Transportation Planning Department 2685 Horseshoe Drive South Naples, Florida 34104 RE: Gateway Shoppes – Publix (SDPA) – (PL20230004291) Supplemental Traffic Analysis Collier County, Florida Dear Ms. Varga: Based on comments from County staff provided on June 24, 2024, this supplemental traffic analysis has been provided for the proposed redevelopment of Gateway Shoppes, generally located in the northwest quadrant of the intersection of North Tamiami Trail/U.S. 41 & Wiggins Pass Road in Collier County, Florida. Based on feedback from County staff provided on July 16, 2024, the Traffic Impact Study (TIS) provided in support of the Gateway Shoppes – Publix (SDPA) suffices for concurrency and trip bank purposes; however, the County is requesting additional operational analysis for the proposed supermarket beyond what is required for the TIS. As detailed in the TIS, the Gateway Shoppes currently consists of 258,434 square feet of shopping center. The proposed redevelopment will demolish a portion of the existing (unoccupied) shopping center and construct a 55,674 square-foot supermarket, which will ultimately reduce the previously approved density by 4,109 square feet to result in a total of 254,325 square feet of shopping center. Based on definitions provided in the Institute of Transportation Engineers’ (ITE) Trip Generation Manual, 11th Edition, for a shopping center larger than 150,000 square-feet, “the trips generated by its other major tenants mask any effects of the presence or absence of an on-site supermarket”. Therefore, since the redevelopment is proposed to have up to 254,325 square feet, land use code (LUC) 820 (Shopping Center) is most applicable to estimate trips for the proposed redevelopment and was utilized for the analysis in the Traffic Impact Study (TIS). However, based on comments from County staff, this supplemental analysis provides an alternative trip generation for the proposed supermarket based on LUC 850 (Supermarket). Additionally, a supplemental operational analysis of the site driveways along Wiggins Pass is provided based on the alternative trip generation utilizing LUC 850. TRIP GENERATION Trip generation calculations were performed using the Institute of Transportation Engineers’ (ITE) Trip Generation Manual, 11th Edition. Based on comments from County staff, this supplemental analysis provides an alternative trip generation for the proposed supermarket based on LUC 850 (Supermarket). The proposed supermarket is anticipated to generate 159 net new a.m. peak-hour trips (94 entering, 65 exiting) and 366 net new p.m. peak-hour trips (183 entering, 183 exiting). The a.m. peak-hour trip generation potential is identified in Table 1. The p.m. peak-hour trip generation potential is identified in Table 2. 3.A.d Packet Pg. 97 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Page 2 kimley-horn.com 201 N Franklin St Suite 1400, Tampa, FL 33602 813 620 1460 Table 1: Alternative A.M. Peak-Hour Trip Generation ITE TRIP GENERATION DIRECTIONAL AM GROSS AM PASS-BY AM NET NEW CHARACTERISTICS DISTRIBUTION TRIPS CAPTURE EXTERNAL TRIPS ITE ITE Percent PB Conditions Land Use Code Scale* Units In Out In Out Total Percent Trips In Out Total Proposed Publix Supermarket 850 55.68* KSF 59% 41% 94 65 159 0% 0 94 65 159 *Scale rounded for conservative analysis Table 2: Alternative P.M. Peak-Hour Trip Generation ITE TRIP GENERATION DIRECTIONAL PM GROSS PM PASS-BY PM NET NEW CHARACTERISTICS DISTRIBUTION TRIPS CAPTURE EXTERNAL TRIPS ITE ITE Percent PB Conditions Land Use Code Scale* Units In Out In Out Total Percent Trips In Out Total Proposed Publix Supermarket 850 55.68* KSF 50% 50% 241 241 482 24.0% 116 183 183 366 *Scale rounded for conservative analysis TRIP DISTRIBUTION The distribution and assignment of project traffic was performed using the Florida Standard Urban Transportation Model Structure (FSUTMS) transportation planning model outputs and supplemented with engineering judgement as needed. The latest FDOT District One Regional Planning Model was used to generate model distribution of project trips. The model output is attached for reference. For the proposed redevelopment, the project trip distribution (Figure 1), a.m. peak-hour project traffic (Figure 2), and p.m. peak-hour project traffic (Figure 3) are attached. EXISTING TRAFFIC VOLUMES Vehicle turning movement volume counts were conducted at the study area intersections during the a.m. peak period (7:00 a.m. to 9:00 a.m.) and p.m. peak period (4:00 p.m. to 6:00 p.m.) on Thursday, July 18, 2024, to quantify existing peak-hour conditions. The existing volume counts reflect the trips generated by the remainder of the shopping center. For a conservative analysis, volumes at the existing driveways along Wiggins Pass Road were not redistributed to the proposed eastern driveway. The raw counts were adjusted to reflect peak season weekday conditions using the peak season conversion factor (PSCF) from the Florida Department of Transportation (FDOT) online database. The raw turning movement counts and FDOT peak season conversion factor data are attached. The a.m. (Figure 4) and p.m. (Figure 5) peak-hour peak season existing volumes are attached. FUTURE TRAFFIC VOLUMES Background traffic volumes at the study intersections were determined for the build out year of the proposed redevelopment (2025) by applying a 3.0% annual growth rate to seasonally adjusted existing volumes. The growth rate was determined from Annual Average Daily Traffic (AADT) volume data published by FDOT. Growth rate calculations are attached. The a.m. (Figure 6) and p.m. (Figure 7) peak-hour background volumes are attached. 3.A.d Packet Pg. 98 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Page 3 kimley-horn.com 201 N Franklin St Suite 1400, Tampa, FL 33602 813 620 1460 Future total traffic volumes were determined by adding the project trips to the future background volumes. The a.m. (Figure 8) and p.m. (Figure 9) peak-hour future total volumes are attached. Worksheets showing the development of future total traffic volumes are attached. OPERATIONAL ANALYSIS Synchro (v12) software was used to determine a.m. and p.m. peak-hour future total conditions for the site driveways along Wiggins Pass Road. As illustrated in the Master Site Plan (attached), access to the site is proposed to be provided through the following existing and proposed access connections:  One (1) right-in/right-out access connection along Wiggins Pass Road  Wiggins Pass Road & Eastern Access – Proposed  Two (2) full access connections along Wiggins Pass Road  Wiggins Pass Road & Middle Access – Existing  Wiggins Pass Road & Western Access – Existing  One (1) right-in/right-out access connection along North Tamiami Trail/U.S. 41 (FDOT)  North Tamiami Trail/U.S. 41 & Southern Access – Existing  One (1) full access connection along North Tamiami Trail/U.S. 41 (FDOT)  North Tamiami Trail/U.S. 41 & Northern Access – Existing Based on the developer commitments and the previously approved traffic deviation request (PL20180000548 – Gateway Shoppes Expansion), the operational analysis included the proposed westbound right-turn lanes at the Middle Access and Eastern Access. A summary of intersection level of service (LOS) and maximum volume/capacity (v/c) ratios by approach for the a.m. and p.m. peak-hour future total conditions are provided in Table 3 and Table 4. In a.m. and p.m. peak-hour conditions, all site driveways along Wiggins Pass Road are anticipated to operate acceptably with v/c ratios of less than one (1.0) and LOS B or better for each movement. The Synchro outputs are attached. Table 3: Future Total A.M. Peak-Hour Operational Analysis Summary Intersection Control Type Max v/c Ratio Approach LOS Eastbound Westbound Northbound Southbound EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Wiggins Pass Road & Western Access TWSC* 0.001 A -- -- -- -- 0.005 B Wiggins Pass Road & Middle Access TWSC* 0.015 A -- -- -- 0.002 B 0.069 B Wiggins Pass Road & Eastern Access TWSC* -- -- -- -- -- 0.001 A *TWSC = Two-Way Stop Controlled 3.A.d Packet Pg. 99 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Page 4 kimley-horn.com 201 N Franklin St Suite 1400, Tampa, FL 33602 813 620 1460 Table 4: Future Total P.M. Peak-Hour Operational Analysis Summary Intersection Control Type Max v/c Ratio Approach LOS Eastbound Westbound Northbound Southbound EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Wiggins Pass Road & Western Access TWSC* 0.002 A -- -- -- -- 0.012 B Wiggins Pass Road & Middle Access TWSC* 0.031 A -- -- -- -- 0.203 B Wiggins Pass Road & Eastern Access TWSC* -- -- -- -- -- 0.005 A *TWSC = Two-Way Stop Controlled CONCLUSION Based on comments from County staff provided on June 24, 2024, this supplemental traffic analysis has been provided for the proposed redevelopment of Gateway Shoppes, generally located in the northwest quadrant of the intersection of North Tamiami Trail/U.S. 41 & Wiggins Pass Road in Collier County, Florida. The results of the operational analysis indicate all site driveways along Wiggins Pass Road are anticipated to operate acceptably with v/c ratios of less than one (1.0) and LOS B or better for each movement in both a.m. and p.m. peak-hour conditions. Please reach out if you have any questions or comments regarding this supplemental traffic analysis. Sincerely, Rebecca (Becca) Bond, P.E. Natalie Gibbons, E.I. Transportation Engineer Transportation Analyst Attachments: Master Site Plan Trip Distribution Model Output Figure 1: Project Traffic Distribution Figure 2: A.M. Peak-Hour Project Traffic (LUC 850) Figure 3: P.M. Peak-Hour Project Traffic (LUC 850) Figure 4: A.M. Peak-Hour Peak-Season Existing Traffic Volumes Figure 5: P.M. Peak-Hour Peak-Season Existing Traffic Volumes Figure 6: A.M. Peak-Hour Background Traffic Volumes Figure 7: P.M. Peak-Hour Background Traffic Volumes Figure 8: A.M. Peak-Hour Future Total Traffic Volumes Figure 9: P.M. Peak-Hour Future Total Traffic Volumes Raw Turning Movement Counts FDOT Peak Season Conversion Factors Growth Rate Calculations Volume Development Worksheets Synchro Reports 3.A.d Packet Pg. 100 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Master Site Plan Supplemental Traffic Analysis 3.A.d Packet Pg. 101 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) LANE BIKE LANE BIKE LANE BIKE LANE BIKE LANE BIKE XX XXUGLPGUGLPGUGLPGUGLPGWIGGINS PASS ROAD C.R. 888(PUBLIC)U.S. 41 - TAMIAMI TRAIL N. (FDOT)OLDU.S. 41PROJECT BOUNDARY PROJECT BOUNDARY PROJECT BOUNDARY EX. DRY DETENTION AREA EX. DRY DETENTION AREA EX. DRY DETENTION AREA EX. PRESERVE AREA (ACOE EASEMENT) EX. PRESERVE AREA (SFWMD CONSERVATION EASEMENT) PROP. UNIT 4 GROCERY BLDG 55,674 SF PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY 20 19 10 10 7 10 7 7 7 2 19 17 18 19 20 19 20 20 20 20 16 18 4 16161614 9 4 4 4 10 10 2 3 7 6 8 10 7 4 107 10 4 7 6 6 12 10 7 8 18 19 19 12 16 18 12 9 13 12 6 3 10 16 16 16 18 18 1 PROP. UNIT 5 COMMERCIAL BLDG 1,932 SF PROJECT BOUNDARY EX. PYLON SIGN TO BE RELOCATED (BY OTHERS) EX. PYLON SIGN EX. PYLON SIGN TO BE RELOCATED (BY OTHERS) EX. UNIT 6 RETAIL EX. UNIT 8 RETAIL EX. UNIT 10 RETAIL EX. UNIT 14 RETAIL EX. UNIT 17 RETAIL EX. UNIT 18 EX. UNIT 19 EX. UNIT 20 EX. UNIT 21EX. RETAIL BLDG #412,317 SF (PER FBC SECTION 202) 11,993 SF (PER COLLIER COUNTYLDC 4.05.04)EX. 13583 TAMIAMI TR N. UNIT 1, 2, & 3 22,403 SF (PER FBC SECTION 202) 22,001 SF (PER COLLIER COUNTY LDC 4.05.04) EX. 13585 TAMIAMI TR N. 192,597 SF (PER FBC SECTION 202) 189,627 SF (PER COLLIER COUNTY LDC 4.05.04) EX. RETAIL BLDG #5 19,236 SF (PER FBC SECTION 202) 18,840 SF (PER COLLIER COUNTY LDC 4.05.04) EX. RETAIL BLDG #6 8,131 SF (PER FBC SECTION 202) 7,886 SF (PER COLLIER COUNTY LDC 4.05.04) EX. RETAIL BLDG #7 4,186 SF (PER FBC SECTION 202) 3,976 SF (PER COLLIER COUNTY LDC 4.05.04)OFFSITE IMPROVEMENTS TOBE CONSTRUCTED UNDERSEPARATE PERMIT(SDPA-PL20180000548)This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTDATE:LICENSED PROFESSIONALWWW.KIMLEY-HORN.COM REGISTRY No. 351061514 BROADWAY, SUITE 301, FORT MYERS, FL 33901PHONE: 239-271-2650 FAX: 941-379-4352© 2024 KIMLEY-HORN AND ASSOCIATES, INC.DAVID K. MERCER, P.E.FLORIDA LICENSE NUMBERFLORIDACOLLIER COUNTY90785048649172MAY 2024KHAKHAKHAMAY 2024GATEWAY SHOPPESGROCERY EXPANSIONPREPARED FORBENDERSON DEVELOPMENTNORTH0 GRAPHIC SCALE IN FEET 60 30 60 120 MASTER SITEPLANC-300 LEGEND PROPERTY BOUNDARY PROJECT BOUNDARY 3.A.d Packet Pg. 102 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Trip Distribution Model Output 3.A.d Packet Pg. 103 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) (Licensed to Kimley Horn and Associates Inc) JUNE 2023 SELECT ZONE ANALYSIS - GATEWAY SHOPPES PUBLIX DISTRICT 1 REGIONAL PLANNING MODEL - 2023 EXISTING PLUS COMMITTED NETWORK 2-Lane Roadway 4-Lane Roadway 6-Lane Roadway 8-Lane Roadway Centroid Connector Centroid Project 1 111 311 1 1111 1 1 100883 3 3 3 3333 3 3 11 11 135554888888833333333 11 33211 1 1 1 2 1 13 262812828292929873131 133 2 33335556302 3030273 2626262626262616 822221622 32216 3 2116212 12020203.A.d Packet Pg. 104 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 1: Project Traffic Distribution 3.A.d Packet Pg. 105 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 6 'Int6'! 5 'Int5'! 2 'Int2'!3 'Int3'!4 'Int4'!1 'Int1'!20.0%10.0%(5.0%)40.0%(25.0%) 5.0% (30.0%)10.0%(25.0%)40.0%(15.0%)(40.0%)(2.0%)(8.0%)(13.0%)2.0%(2.0%)(10.0%) 2.0% (2.0%) 6.0% 9.0%4.0% 9.0% (2.0%) 1.0% 9.0%15.0%40.0%(15.0%) (15.0%) © 2024 N NOT TO SCALE Legend Roadway Access Connection XX% Entering Distribution Figure 1 Project Traffic Distribution Supplemental Analysis Gateway Shoppes Collier County, Florida Gateway Shoppes Existing Southern Access Wiggins Pass Road US 41Old 41 Road Existing Northern Access ExistingWestern AccessExistingMiddle AccessProposed Eastern AccessExisting Hotel Access(Outbound Only)3.A.d Packet Pg. 106 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 2: A.M. Peak-Hour Project Traffic (LUC 850) 3.A.d Packet Pg. 107 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 6 'Int6'! 5 'Int5'! 2 'Int2'!3 'Int3'!4 'Int4'!1 'Int1'!19921 3816 19 20 9163810 12 57 16 6 8 2684 18 1 1 8 143810 10 © 2024 N NOT TO SCALE Legend Roadway Access Connection XX A.M. Peak-Hour Project Traffic Figure 2 A.M. Peak-Hour Project Traffic (LUC 850) Supplemental Analysis Gateway Shoppes Collier County, Florida Gateway Shoppes Wiggins Pass Road US 41Old 41 Road Existing Northern Access ExistingWestern AccessExistingMiddle AccessProposed Eastern AccessExisting Hotel Access(Outbound Only)Existing Southern Access 3.A.d Packet Pg. 108 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 3: P.M. Peak-Hour Project Traffic (LUC 850) 3.A.d Packet Pg. 109 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 6 'Int6'! 5 'Int5'! 2 'Int2'!3 'Int3'!4 'Int4'!1 'Int1'!371821 7346 19 55 18467327 44 1518 16 11 16 73247 416 4 2 16 277327 27 © 2024 N NOT TO SCALE Legend Roadway Access Connection XX P.M. Peak-Hour Project Traffic Figure 3 P.M. Peak-Hour Project Traffic (LUC 850) Supplemental Analysis Gateway Shoppes Collier County, Florida Gateway Shoppes Existing Southern Access Wiggins Pass Road US 41Old 41 Road Existing Northern Access ExistingWestern AccessExistingMiddle AccessProposed Eastern AccessExisting Hotel Access(Outbound Only)3.A.d Packet Pg. 110 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 4: A.M. Peak-Hour Peak-Season Existing Traffic Volumes 3.A.d Packet Pg. 111 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 2 'Int2'!3 'Int3'!4 'Int4'!00257245 250 10 8 302 292 30271101012 © 2024 N NOT TO SCALE Legend Roadway Access Connection XX A.M. Peak-Hour Peak-Season Traffic Existing Southern Access Figure 4 A.M. Peak-Hour Peak-Season Existing Traffic Volumes Supplemental Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US 41Gateway Shoppes Old 41 Road Existing Northern Access ExistingWestern AccessExistingMiddle AccessProposed Eastern AccessExisting Hotel Access(Outbound Only)3.A.d Packet Pg. 112 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 5: P.M. Peak-Hour Peak-Season Existing Traffic Volumes 3.A.d Packet Pg. 113 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 2 'Int2'!3 'Int3'!4 'Int4'!00324309 296 00 19 231 218 258274002223 © 2024 N NOT TO SCALE Legend Roadway Access Connection XX P.M. Peak-Hour Peak Season Traffic Existing Southern Access Figure 5 P.M. Peak-Hour Peak Season Existing Traffic Volumes Supplemental Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US 41Gateway Shoppes Old 41 Road Existing Northern Access ExistingWestern AccessExistingMiddle AccessProposed Eastern AccessExisting Hotel Access(Outbound Only)3.A.d Packet Pg. 114 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 6: A.M. Peak-Hour Background Traffic Volumes 3.A.d Packet Pg. 115 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 2 'Int2'!3 'Int3'!4 'Int4'!00265252 258 10 8 311 301 31171101012 © 2024 N NOT TO SCALE Legend Roadway Access Connection XX A.M. Peak-Hour Background Traffic Existing Southern Access Figure 6 A.M. Peak-Hour Background Traffic Volumes Supplemental Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US 41Gateway Shoppes Old 41 Road Existing Northern Access ExistingWestern AccessExistingMiddle AccessProposed Eastern AccessExisting Hotel Access(Outbound Only)3.A.d Packet Pg. 116 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 7: P.M. Peak-Hour Background Traffic Volumes 3.A.d Packet Pg. 117 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 2 'Int2'!3 'Int3'!4 'Int4'!00334318 305 00 20 238 225 266284102224 © 2024 N NOT TO SCALE Legend Roadway Access Connection XX P.M. Peak-Hour Background Traffic Existing Southern Access Figure 7 P.M. Peak-Hour Background Traffic Volumes Supplemental Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US 41Gateway Shoppes Old 41 Road Existing Northern Access ExistingWestern AccessExistingMiddle AccessProposed Eastern AccessExisting Hotel Access(Outbound Only)3.A.d Packet Pg. 118 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 8: A.M. Peak-Hour Future Total Traffic Volumes 3.A.d Packet Pg. 119 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 2 'Int2'!3 'Int3'!4 'Int4'!022 17318 317 317 8 1515 1260 259 11 16 00275 © 2024 N NOT TO SCALE Legend Roadway Access Connection XX A.M. Peak-Hour Future Total Traffic Existing Southern Access Figure 8 A.M. Peak-Hour Future Total Traffic Volumes Supplemental Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US 41Gateway Shoppes Old 41 Road Existing Northern Access ExistingWestern AccessExistingMiddle AccessProposed Eastern AccessExisting Hotel Access(Outbound Only)3.A.d Packet Pg. 120 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 9: P.M. Peak-Hour Future Total Traffic Volumes 3.A.d Packet Pg. 121 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 2 'Int2'!3 'Int3'!4 'Int4'!00361334 309 02 36 256 241 277 16 5248 4066 39© 2024 N NOT TO SCALE Legend Roadway Access Connection XX P.M. Peak-Hour Future Total Traffic Existing Southern Access Figure 9 P.M. Peak-Hour Future Total Traffic Volumes Supplemental Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US 41Gateway Shoppes Old 41 Road Existing Northern Access ExistingWestern AccessExistingMiddle AccessProposed Eastern AccessExisting Hotel Access(Outbound Only)3.A.d Packet Pg. 122 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Raw Turning Movement Counts 3.A.d Packet Pg. 123 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Dwy 1 -- Wiggins Pass Rd QC JOB #: QC JOB #: 16683903 CITY/STATE: CITY/STATE: Collier, FL DATE: DATE: Thu, Jul 18 2024 16 16 10 0 6 256 7 9 254 210 0.910.91 245 217 0 0 216 1 0 0 0 1 Peak-Hour: 7:45 AM -- 8:45 AMPeak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:30 AM -- 8:45 AMPeak 15-Min: 8:30 AM -- 8:45 AM 6.3 12.5 10 0 0 7 0 22.2 7.5 3.3 6.9 3.2 0 0 3.2 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A R* = RTOR 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Dwy 1Dwy 1 (Northbound)(Northbound) Dwy 1Dwy 1 (Southbound)(Southbound) Wiggins Pass Rd Wiggins Pass Rd (Eastbound)(Eastbound) Wiggins Pass Rd Wiggins Pass Rd (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUUR*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R* 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 26 0 0 0 0 24 0 0 0 50 7:15 AM 0 0 0 0 0 1 0 1 0 0 1 29 0 0 0 0 28 1 0 0 61 7:30 AM 0 0 1 0 0 1 0 2 0 0 0 45 0 0 0 0 42 3 0 0 94 7:45 AM 1 0 0 0 0 2 0 3 0 0 3 47 0 0 0 0 64 2 0 0 122 327 8:00 AM 0 0 0 0 0 2 0 3 0 0 2 55 0 0 0 0 62 4 0 0 128 405 8:15 AM 0 0 0 0 0 0 0 2 0 0 1 45 0 0 0 0 54 2 0 0 104 448 8:30 AM 0 0 0 0 0 2 0 2 0 0 1 63 0 0 0 0 65 1 0 0 134 488 8:45 AM 0 0 0 0 0 0 0 3 0 0 1 62 0 0 0 0 49 2 0 0 117 483 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUUR*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R* All Vehicles 0 0 0 0 0 8 0 8 0 0 4 252 0 0 0 0 260 4 0 0 536 Heavy Trucks 0 0 0 0 0 0 0 12 0 0 16 4 32 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 4 0 0 0 0 0 0 4 Scooters Comments: Report generated on 7/22/2024 11:15 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 3.A.d Packet Pg. 124 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Dwy 1 -- Wiggins Pass Rd QC JOB #: QC JOB #: 16683904 CITY/STATE: CITY/STATE: Collier, FL DATE: DATE: Thu, Jul 18 2024 42 50 19 0 23 202 16 34 217 249 0.940.94 183 265 0 0 272 0 0 0 0 0 Peak-Hour: 4:15 PM -- 5:15 PMPeak-Hour: 4:15 PM -- 5:15 PM Peak 15-Min: 4:15 PM -- 4:30 PMPeak 15-Min: 4:15 PM -- 4:30 PM 7.1 6 5.3 0 8.7 1 6.3 5.9 1.4 5.6 0.5 5.7 0 0 5.9 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 1 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A R* = RTOR 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Dwy 1Dwy 1 (Northbound)(Northbound) Dwy 1Dwy 1 (Southbound)(Southbound) Wiggins Pass Rd Wiggins Pass Rd (Eastbound)(Eastbound) Wiggins Pass Rd Wiggins Pass Rd (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUUR*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R* 4:00 PM 0 0 0 0 0 9 0 2 0 0 1 59 0 0 0 0 40 7 0 0 118 4:15 PM 0 0 0 0 0 5 0 3 0 0 1 66 0 0 0 0 57 8 0 0 140 4:30 PM 0 0 0 0 0 4 0 6 0 0 8 59 0 0 0 0 33 9 0 0 119 4:45 PM 0 0 0 0 0 7 0 1 0 0 4 67 0 0 0 0 46 10 0 0 135 512 5:00 PM 0 0 0 0 0 7 0 9 0 0 3 57 0 0 0 0 47 7 0 0 130 524 5:15 PM 0 0 0 0 0 3 0 2 0 0 2 44 0 0 0 0 47 10 0 0 108 492 5:30 PM 0 0 0 0 0 4 0 4 0 0 2 49 0 0 0 0 41 8 0 0 108 481 5:45 PM 0 0 0 0 0 3 0 4 0 0 1 36 0 0 0 0 29 9 0 0 82 428 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUUR*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R* All Vehicles 0 0 0 0 0 20 0 12 0 0 4 264 0 0 0 0 228 32 0 0 560 Heavy Trucks 0 0 0 0 0 0 0 12 0 0 4 0 16 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 7/22/2024 11:15 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 3.A.d Packet Pg. 125 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Dwy 2 -- Wiggins Pass Rd QC JOB #: QC JOB #: 16683905 CITY/STATE: CITY/STATE: Collier, FL DATE: DATE: Thu, Jul 18 2024 1 0 0 0 1 254 0 0 254 206 0.890.89 254 206 0 0 207 0 0 0 0 0 Peak-Hour: 7:45 AM -- 8:45 AMPeak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:30 AM -- 8:45 AMPeak 15-Min: 8:30 AM -- 8:45 AM 100 0 0 0 100 7.5 0 0 7.5 2.9 7.5 2.9 0 0 3.4 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A R* = RTOR 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Dwy 2Dwy 2 (Northbound)(Northbound) Dwy 2Dwy 2 (Southbound)(Southbound) Wiggins Pass Rd Wiggins Pass Rd (Eastbound)(Eastbound) Wiggins Pass Rd Wiggins Pass Rd (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUUR*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R* 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 24 0 0 0 49 7:15 AM 0 0 0 0 0 1 0 2 0 0 0 27 0 0 0 0 29 0 0 0 59 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 45 0 0 0 0 42 0 0 0 87 7:45 AM 0 0 0 0 0 1 0 0 0 0 0 48 0 0 0 0 68 0 0 0 117 312 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 54 0 0 0 0 64 0 0 0 118 381 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 41 0 0 0 0 56 0 0 0 97 419 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 63 0 0 0 0 66 0 0 0 129 461 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 60 0 0 0 0 51 0 0 0 111 455 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUUR*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R* All Vehicles 0 0 0 0 0 0 0 0 0 0 0 252 0 0 0 0 264 0 0 0 516 Heavy Trucks 0 0 0 0 0 0 0 12 0 0 16 0 28 Buses Pedestrians 4 0 0 0 4 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 7/22/2024 11:15 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 3.A.d Packet Pg. 126 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Dwy 2 -- Wiggins Pass Rd QC JOB #: QC JOB #: 16683906 CITY/STATE: CITY/STATE: Collier, FL DATE: DATE: Thu, Jul 18 2024 2 2 0 0 2 194 0 2 196 260 0.920.92 194 260 0 0 262 0 0 0 0 0 Peak-Hour: 4:15 PM -- 5:15 PMPeak-Hour: 4:15 PM -- 5:15 PM Peak 15-Min: 4:15 PM -- 4:30 PMPeak 15-Min: 4:15 PM -- 4:30 PM 100 50 0 0 100 1 0 50 1.5 5.4 1 5.4 0 0 6.1 0 0 0 0 0 0 0 0 3 0 0 0 0 0 1 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A R* = RTOR 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Dwy 2Dwy 2 (Northbound)(Northbound) Dwy 2Dwy 2 (Southbound)(Southbound) Wiggins Pass Rd Wiggins Pass Rd (Eastbound)(Eastbound) Wiggins Pass Rd Wiggins Pass Rd (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUUR*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R* 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 60 0 0 0 0 44 1 0 0 105 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 66 0 0 0 0 59 0 0 0 125 4:30 PM 0 0 0 0 0 1 0 0 0 0 0 65 0 0 0 0 37 1 0 0 104 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 71 0 0 0 0 45 0 0 0 116 450 5:00 PM 0 0 0 0 0 1 0 0 0 0 0 58 0 0 0 0 53 1 0 0 113 458 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 46 0 0 0 0 46 1 0 0 93 426 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 52 0 0 0 0 43 0 0 0 95 417 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 33 0 0 0 71 372 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUUR*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R* All Vehicles 0 0 0 0 0 0 0 0 0 0 0 264 0 0 0 0 236 0 0 0 500 Heavy Trucks 0 0 0 0 0 0 0 12 0 0 8 0 20 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 7/22/2024 11:15 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 3.A.d Packet Pg. 127 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) FDOT Peak Season Conversion Factors 3.A.d Packet Pg. 128 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 2023 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 0300 COLLIER COUNTYWIDE MOCF: 0.90 WEEK DATES SF PSCF ================================================================================ 1 01/01/2023 - 01/07/2023 1.00 1.11 2 01/08/2023 - 01/14/2023 0.97 1.08 * 3 01/15/2023 - 01/21/2023 0.95 1.06 * 4 01/22/2023 - 01/28/2023 0.93 1.03 * 5 01/29/2023 - 02/04/2023 0.91 1.01 * 6 02/05/2023 - 02/11/2023 0.90 1.00 * 7 02/12/2023 - 02/18/2023 0.88 0.98 * 8 02/19/2023 - 02/25/2023 0.88 0.98 * 9 02/26/2023 - 03/04/2023 0.88 0.98 *10 03/05/2023 - 03/11/2023 0.88 0.98 *11 03/12/2023 - 03/18/2023 0.88 0.98 *12 03/19/2023 - 03/25/2023 0.89 0.99 *13 03/26/2023 - 04/01/2023 0.91 1.01 *14 04/02/2023 - 04/08/2023 0.92 1.02 *15 04/09/2023 - 04/15/2023 0.94 1.04 16 04/16/2023 - 04/22/2023 0.96 1.07 17 04/23/2023 - 04/29/2023 0.97 1.08 18 04/30/2023 - 05/06/2023 0.99 1.10 19 05/07/2023 - 05/13/2023 1.01 1.12 20 05/14/2023 - 05/20/2023 1.03 1.14 21 05/21/2023 - 05/27/2023 1.04 1.16 22 05/28/2023 - 06/03/2023 1.06 1.18 23 06/04/2023 - 06/10/2023 1.08 1.20 24 06/11/2023 - 06/17/2023 1.10 1.22 25 06/18/2023 - 06/24/2023 1.09 1.21 26 06/25/2023 - 07/01/2023 1.08 1.20 27 07/02/2023 - 07/08/2023 1.07 1.19 28 07/09/2023 - 07/15/2023 1.06 1.18 29 07/16/2023 - 07/22/2023 1.07 1.19 30 07/23/2023 - 07/29/2023 1.07 1.19 31 07/30/2023 - 08/05/2023 1.08 1.20 32 08/06/2023 - 08/12/2023 1.08 1.20 33 08/13/2023 - 08/19/2023 1.09 1.21 34 08/20/2023 - 08/26/2023 1.10 1.22 35 08/27/2023 - 09/02/2023 1.11 1.23 36 09/03/2023 - 09/09/2023 1.12 1.24 37 09/10/2023 - 09/16/2023 1.13 1.26 38 09/17/2023 - 09/23/2023 1.12 1.24 39 09/24/2023 - 09/30/2023 1.11 1.23 40 10/01/2023 - 10/07/2023 1.10 1.22 41 10/08/2023 - 10/14/2023 1.09 1.21 42 10/15/2023 - 10/21/2023 1.08 1.20 43 10/22/2023 - 10/28/2023 1.06 1.18 44 10/29/2023 - 11/04/2023 1.04 1.16 45 11/05/2023 - 11/11/2023 1.03 1.14 46 11/12/2023 - 11/18/2023 1.01 1.12 47 11/19/2023 - 11/25/2023 1.01 1.12 48 11/26/2023 - 12/02/2023 1.01 1.12 49 12/03/2023 - 12/09/2023 1.01 1.12 50 12/10/2023 - 12/16/2023 1.00 1.11 51 12/17/2023 - 12/23/2023 0.98 1.09 52 12/24/2023 - 12/30/2023 0.97 1.08 53 12/31/2023 - 12/31/2023 0.95 1.06 * PEAK SEASON 09-MAR-2024 18:41:37 830UPD 1_0300_PKSEASON.TXT 3.A.d Packet Pg. 129 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Growth Rate Calculations 3.A.d Packet Pg. 130 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Project:Gateway Shoppes - Publix Volume Source #1:Wiggins Pass Road (US 41 to Gulf Harbor) Location:Collier County Volume Source #2:US 41 (Shopping Center Ent. To 111th Ave) Notes:FDOT Historical AADT Volume Source #3:CR 901 (Vanderbilt Dr to Bonita Beach Rd) Volume Source #4:Vanderbilt Dr (Wiggins Pass to Bluebill Ave) Volume Source #5: Volume Volume Volume Volume Volume Average Line Month Year Source #1 Source #2 Source #3 Source #4 Source #5 Volume 1 2019 7300 61500 8200 6300 20825 2 2020 7100 49000 8000 6100 17550 3 2021 7300 59000 8400 6300 20250 4 2022 7500 64000 8800 6500 21700 5 2023 7100 63000 9000 7100 21550 6 7 8 9 10 INPUT DATA OUTPUT DATA Aggregate Best Fit Traffic Volume Line Month Year Volume Line Month Year Trend 1 2019 20825 1 2019 19255 2 2020 17550 2 2020 19815 3 2021 20250 3 2021 20375 4 2022 21700 4 2022 20935 5 2023 21550 5 2023 21495 6 6 7 7 8 8 9 9 10 10 Slope:560 Intercept:-1111385 R2:0.276665196 Standard Error:1653.178756 Exponential Growth Rate:2.79% Future = Existing (1+Growth)^N Linear Growth Rate:2.91% Future = Existing (1+Growth*N) 0 5000 10000 15000 20000 25000 2018 2019 2020 2021 2022 2023 3.A.d Packet Pg. 131 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Volume Development Worksheets Supplemental Traffic Analysis 3.A.d Packet Pg. 132 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION:Wiggins Pass Road & Western Access COUNT DATE:July 18, 2024 TIME PERIOD:7:45 a.m. - 8:45 a.m. PEAK HOUR FACTOR:0.89 "EXISTING TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Raw Turning Movements 0 206 254 0 1 0 Peak Season Correction Factor 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 EXISTING CONDITIONS 0 245 302 0 1 0 "BACKGROUND TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0% BACKGROUND TRAFFIC GROWTH 0 7 9 0 0 0 NON-PROJECT TRAFFIC 0 252 311 0 1 0 "PROJECT TRAFFIC" LAND USE TYPE EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Trips Net New 1 8 7 2 1 TOTAL PROJECT TRAFFIC 1 8 7 2 1 0 TOTAL TRAFFIC 1 260 318 2 2 0 Supplemental Traffic Analysis 3.A.d Packet Pg. 133 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION:Wiggins Pass Road & Middle Access COUNT DATE:July 18, 2024 TIME PERIOD:7:45 a.m. - 8:45 a.m. PEAK HOUR FACTOR:0.91 "EXISTING TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Raw Turning Movements 7 210 245 9 1 0 0 6 10 Peak Season Correction Factor 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 EXISTING CONDITIONS 8 250 292 11 1 0 0 7 12 "BACKGROUND TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0% BACKGROUND TRAFFIC GROWTH 0 8 9 0 0 0 0 0 0 NON-PROJECT TRAFFIC 8 258 301 11 1 0 0 7 12 "PROJECT TRAFFIC" LAND USE TYPE EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Trips Net New 8 1 16 4 8 5 TOTAL PROJECT TRAFFIC 8 1 16 4 0 0 0 8 5 TOTAL TRAFFIC 16 259 317 15 1 0 0 15 17 Supplemental Traffic Analysis 3.A.d Packet Pg. 134 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION:Wiggins Pass Road & Eastern Access COUNT DATE:July 18, 2024 TIME PERIOD:7:45 a.m. - 8:45 a.m. PEAK HOUR FACTOR:0.91 "EXISTING TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Raw Turning Movements 216 254 Peak Season Correction Factor 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 EXISTING CONDITIONS 257 302 "BACKGROUND TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0% BACKGROUND TRAFFIC GROWTH 8 9 NON-PROJECT TRAFFIC 265 311 "PROJECT TRAFFIC" LAND USE TYPE EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Trips Net New 10 6 8 1 TOTAL PROJECT TRAFFIC 10 6 8 1 TOTAL TRAFFIC 275 317 8 1 Supplemental Traffic Analysis 3.A.d Packet Pg. 135 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION:Wiggins Pass Road & Western Access COUNT DATE:July 18, 2024 TIME PERIOD:4:15 p.m. - 5:15 p.m. PEAK HOUR FACTOR:0.92 "EXISTING TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Raw Turning Movements 0 260 194 2 2 0 Peak Season Correction Factor 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 EXISTING CONDITIONS 0 309 231 2 2 0 "BACKGROUND TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0% BACKGROUND TRAFFIC GROWTH 0 9 7 0 0 0 NON-PROJECT TRAFFIC 0 318 238 2 2 0 "PROJECT TRAFFIC" LAND USE TYPE EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Trips Net New 2 16 18 4 4 TOTAL PROJECT TRAFFIC 2 16 18 4 4 0 TOTAL TRAFFIC 2 334 256 6 6 0 Supplemental Traffic Analysis 3.A.d Packet Pg. 136 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION:Wiggins Pass Road & Middle Access COUNT DATE:July 18, 2024 TIME PERIOD:4:15 p.m. - 5:15 p.m. PEAK HOUR FACTOR:0.94 "EXISTING TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Raw Turning Movements 16 249 183 34 0 0 0 23 19 Peak Season Correction Factor 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 EXISTING CONDITIONS 19 296 218 40 0 0 0 27 23 "BACKGROUND TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0% BACKGROUND TRAFFIC GROWTH 1 9 7 1 0 0 0 1 1 NON-PROJECT TRAFFIC 20 305 225 41 0 0 0 28 24 "PROJECT TRAFFIC" LAND USE TYPE EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Trips Net New 16 4 16 7 24 15 TOTAL PROJECT TRAFFIC 16 4 16 7 0 0 0 24 15 TOTAL TRAFFIC 36 309 241 48 0 0 0 52 39 Supplemental Traffic Analysis 3.A.d Packet Pg. 137 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION:Wiggins Pass Road & Eastern Access COUNT DATE:July 18, 2024 TIME PERIOD:4:15 p.m. - 5:15 p.m. PEAK HOUR FACTOR:0.94 "EXISTING TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Raw Turning Movements 272 217 Peak Season Correction Factor 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 EXISTING CONDITIONS 324 258 "BACKGROUND TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0% BACKGROUND TRAFFIC GROWTH 10 8 NON-PROJECT TRAFFIC 334 266 "PROJECT TRAFFIC" LAND USE TYPE EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Trips Net New 27 11 16 4 TOTAL PROJECT TRAFFIC 27 11 16 4 TOTAL TRAFFIC 361 277 16 4 Supplemental Traffic Analysis 3.A.d Packet Pg. 138 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Synchro Reports Supplemental Traffic Analysis 3.A.d Packet Pg. 139 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Gateway Publix AM Conditions 1: Wiggins Pass Rd & Western Access Timing Plan: AM Peak Hour LUC850 - AM & PM.syn HCM 6th TWSC Kimley-Horn 07/24/2024 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 260 318 2 2 0 Future Vol, veh/h 1 260 318 2 2 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized -None -None -None Storage Length 100 ----- Veh in Median Storage, #-0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 1 292 357 2 2 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 359 0 -0 506 180 Stage 1 ----358 - Stage 2 ----148 - Critical Hdwy 4.14 ---6.84 6.94 Critical Hdwy Stg 1 ----5.84 - Critical Hdwy Stg 2 ----5.84 - Follow-up Hdwy 2.22 ---3.52 3.32 Pot Cap-1 Maneuver 1196 ---496 832 Stage 1 ----678 - Stage 2 ----864 - Platoon blocked, %--- Mov Cap-1 Maneuver 1196 ---496 832 Mov Cap-2 Maneuver ----496 - Stage 1 ----677 - Stage 2 ----864 - Approach EB WB SB HCM Control Delay, s/v 0 0 12.3 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h)1196 ---496 HCM Lane V/C Ratio 0.001 ---0.005 HCM Control Delay (s/veh)8 0 --12.3 HCM Lane LOS A A --B HCM 95th %tile Q (veh)0 ---0 3.A.d Packet Pg. 140 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Gateway Publix AM Conditions 2: Wiggins Pass Rd & Middle Access Timing Plan: AM Peak Hour LUC850 - AM & PM.syn HCM 6th TWSC Kimley-Horn 07/24/2024 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 16 259 0 0 317 15 1 0 0 15 0 17 Future Vol, veh/h 16 259 0 0 317 15 1 0 0 15 0 17 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length ------------ Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 18 285 0 0 348 16 1 0 0 16 0 19 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 364 0 ---0 495 685 285 669 669 174 Stage 1 ------321 321 -348 348 - Stage 2 ------174 364 -321 321 - Critical Hdwy 4.13 -----7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 ------6.13 5.53 -6.53 5.53 - Critical Hdwy Stg 2 ------6.53 5.53 -6.13 5.53 - Follow-up Hdwy 2.219 -----3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1193 -0 0 --471 370 753 357 378 840 Stage 1 --0 0 --690 651 -642 633 - Stage 2 --0 0 --811 623 -690 651 - Platoon blocked, %--- Mov Cap-1 Maneuver 1193 -----455 364 753 353 372 840 Mov Cap-2 Maneuver ------455 364 -353 372 - Stage 1 ------680 641 -632 633 - Stage 2 ------793 623 -680 641 - Approach EB WB NB SB HCM Control Delay, s/v 0.5 0 12.9 12.6 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT WBT WBR SBLn1 Capacity (veh/h)455 1193 ---510 HCM Lane V/C Ratio 0.002 0.015 ---0.069 HCM Control Delay (s/veh)12.9 8.1 ---12.6 HCM Lane LOS B A ---B HCM 95th %tile Q (veh)0 0 ---0.2 3.A.d Packet Pg. 141 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Gateway Publix AM Conditions 3: Wiggins Pass Rd & Eastern Access Timing Plan: AM Peak Hour LUC850 - AM & PM.syn HCM 6th TWSC Kimley-Horn 07/24/2024 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 275 317 8 0 1 Future Vol, veh/h 0 275 317 8 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized -None -None -None Storage Length ---135 -- Veh in Median Storage, #-0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 302 348 9 0 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All -0 -0 -174 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.93 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.319 Pot Cap-1 Maneuver 0 ---0 840 Stage 1 0 ---0 - Stage 2 0 ---0 - Platoon blocked, %--- Mov Cap-1 Maneuver -----840 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB SB HCM Control Delay, s/v 0 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h)---840 HCM Lane V/C Ratio ---0.001 HCM Control Delay (s/veh)---9.3 HCM Lane LOS ---A HCM 95th %tile Q (veh)---0 3.A.d Packet Pg. 142 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Gateway Publix PM Conditions 1: Wiggins Pass Rd & Western Access Timing Plan: PM Peak Hour LUC850 - AM & PM.syn HCM 6th TWSC Kimley-Horn 07/24/2024 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 2 334 256 6 6 0 Future Vol, veh/h 2 334 256 6 6 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized -None -None -None Storage Length 100 ----- Veh in Median Storage, #-0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 2 363 278 7 7 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 285 0 -0 468 143 Stage 1 ----282 - Stage 2 ----186 - Critical Hdwy 4.14 ---6.84 6.94 Critical Hdwy Stg 1 ----5.84 - Critical Hdwy Stg 2 ----5.84 - Follow-up Hdwy 2.22 ---3.52 3.32 Pot Cap-1 Maneuver 1274 ---524 879 Stage 1 ----741 - Stage 2 ----827 - Platoon blocked, %--- Mov Cap-1 Maneuver 1274 ---523 879 Mov Cap-2 Maneuver ----523 - Stage 1 ----740 - Stage 2 ----827 - Approach EB WB SB HCM Control Delay, s/v 0 0 12 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h)1274 ---523 HCM Lane V/C Ratio 0.002 ---0.012 HCM Control Delay (s/veh)7.8 0 --12 HCM Lane LOS A A --B HCM 95th %tile Q (veh)0 ---0 3.A.d Packet Pg. 143 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Gateway Publix PM Conditions 2: Wiggins Pass Rd & Middle Access Timing Plan: PM Peak Hour LUC850 - AM & PM.syn HCM 6th TWSC Kimley-Horn 07/24/2024 Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 36 309 0 0 241 48 0 0 0 52 0 39 Future Vol, veh/h 36 309 0 0 241 48 0 0 0 52 0 39 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length ------------ Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 38 329 0 0 256 51 0 0 0 55 0 41 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 307 0 ---0 533 712 329 661 661 128 Stage 1 ------405 405 -256 256 - Stage 2 ------128 307 -405 405 - Critical Hdwy 4.13 -----7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 ------6.13 5.53 -6.53 5.53 - Critical Hdwy Stg 2 ------6.53 5.53 -6.13 5.53 - Follow-up Hdwy 2.219 -----3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1252 -0 0 --443 357 712 362 382 899 Stage 1 --0 0 --622 598 -727 695 - Stage 2 --0 0 --863 660 -622 598 - Platoon blocked, %--- Mov Cap-1 Maneuver 1252 -----413 346 712 354 371 899 Mov Cap-2 Maneuver ------413 346 -354 371 - Stage 1 ------603 580 -705 695 - Stage 2 ------823 660 -603 580 - Approach EB WB NB SB HCM Control Delay, s/v 0.8 0 0 14.4 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT WBT WBR SBLn1 Capacity (veh/h)-1252 ---478 HCM Lane V/C Ratio -0.031 ---0.203 HCM Control Delay (s/veh)0 8 ---14.4 HCM Lane LOS A A ---B HCM 95th %tile Q (veh)-0.1 ---0.8 3.A.d Packet Pg. 144 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Gateway Publix PM Conditions 3: Wiggins Pass Rd & Eastern Access Timing Plan: PM Peak Hour LUC850 - AM & PM.syn HCM 6th TWSC Kimley-Horn 07/24/2024 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 361 277 16 0 4 Future Vol, veh/h 0 361 277 16 0 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized -None -None -None Storage Length ---135 -- Veh in Median Storage, #-0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 384 295 17 0 4 Major/Minor Major1 Major2 Minor2 Conflicting Flow All -0 -0 -148 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.93 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.319 Pot Cap-1 Maneuver 0 ---0 873 Stage 1 0 ---0 - Stage 2 0 ---0 - Platoon blocked, %--- Mov Cap-1 Maneuver -----873 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB SB HCM Control Delay, s/v 0 0 9.1 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h)---873 HCM Lane V/C Ratio ---0.005 HCM Control Delay (s/veh)---9.1 HCM Lane LOS ---A HCM 95th %tile Q (veh)---0 3.A.d Packet Pg. 145 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) kimley-horn.com 201 N Franklin St Suite 1400, Tampa, FL 33602 813 620 1460 July 24, 2024 Ms. Cecilia Varga Principal Planner Collier County Transportation Planning Department 2685 Horseshoe Drive South Naples, Florida 34104 RE: Gateway Shoppes – Publix (SDPA) – (PL20230004291) Supplemental Traffic Analysis Collier County, Florida Dear Ms. Varga: Based on comments from County staff provided on June 24, 2024, this supplemental traffic analysis has been provided for the proposed redevelopment of Gateway Shoppes, generally located in the northwest quadrant of the intersection of North Tamiami Trail/U.S. 41 & Wiggins Pass Road in Collier County, Florida. Based on feedback from County staff provided on July 16, 2024, the Traffic Impact Study (TIS) provided in support of the Gateway Shoppes – Publix (SDPA) suffices for concurrency and trip bank purposes; however, the County is requesting additional operational analysis for the proposed supermarket beyond what is required for the TIS. As detailed in the TIS, the Gateway Shoppes currently consists of 258,434 square feet of shopping center. The proposed redevelopment will demolish a portion of the existing (unoccupied) shopping center and construct a 55,674 square-foot supermarket, which will ultimately reduce the previously approved density by 4,109 square feet to result in a total of 254,325 square feet of shopping center. Based on definitions provided in the Institute of Transportation Engineers’ (ITE) Trip Generation Manual, 11th Edition, for a shopping center larger than 150,000 square-feet, “the trips generated by its other major tenants mask any effects of the presence or absence of an on-site supermarket”. Therefore, since the redevelopment is proposed to have up to 254,325 square feet, land use code (LUC) 820 (Shopping Center) is most applicable to estimate trips for the proposed redevelopment and was utilized for the analysis in the Traffic Impact Study (TIS). However, based on comments from County staff, this supplemental analysis provides an alternative trip generation for the proposed supermarket based on LUC 850 (Supermarket). Additionally, a supplemental operational analysis of the site driveways along Wiggins Pass is provided based on the alternative trip generation utilizing LUC 850. TRIP GENERATION Trip generation calculations were performed using the Institute of Transportation Engineers’ (ITE) Trip Generation Manual, 11th Edition. Based on comments from County staff, this supplemental analysis provides an alternative trip generation for the proposed supermarket based on LUC 850 (Supermarket). The proposed supermarket is anticipated to generate 159 net new a.m. peak-hour trips (94 entering, 65 exiting) and 366 net new p.m. peak-hour trips (183 entering, 183 exiting). The a.m. peak-hour trip generation potential is identified in Table 1. The p.m. peak-hour trip generation potential is identified in Table 2. 3.A.d Packet Pg. 146 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Page 2 kimley-horn.com 201 N Franklin St Suite 1400, Tampa, FL 33602 813 620 1460 Table 1: Alternative A.M. Peak-Hour Trip Generation ITE TRIP GENERATION DIRECTIONAL AM GROSS AM PASS-BY AM NET NEW CHARACTERISTICS DISTRIBUTION TRIPS CAPTURE EXTERNAL TRIPS ITE ITE Percent PB Conditions Land Use Code Scale* Units In Out In Out Total Percent Trips In Out Total Proposed Publix Supermarket 850 55.68* KSF 59% 41% 94 65 159 0% 0 94 65 159 *Scale rounded for conservative analysis Table 2: Alternative P.M. Peak-Hour Trip Generation ITE TRIP GENERATION DIRECTIONAL PM GROSS PM PASS-BY PM NET NEW CHARACTERISTICS DISTRIBUTION TRIPS CAPTURE EXTERNAL TRIPS ITE ITE Percent PB Conditions Land Use Code Scale* Units In Out In Out Total Percent Trips In Out Total Proposed Publix Supermarket 850 55.68* KSF 50% 50% 241 241 482 24.0% 116 183 183 366 *Scale rounded for conservative analysis TRIP DISTRIBUTION The distribution and assignment of project traffic was performed using the Florida Standard Urban Transportation Model Structure (FSUTMS) transportation planning model outputs and supplemented with engineering judgement as needed. The latest FDOT District One Regional Planning Model was used to generate model distribution of project trips. The model output is attached for reference. For the proposed redevelopment, the project trip distribution (Figure 1), a.m. peak-hour project traffic (Figure 2), and p.m. peak-hour project traffic (Figure 3) are attached. EXISTING TRAFFIC VOLUMES Vehicle turning movement volume counts were conducted at the study area intersections during the a.m. peak period (7:00 a.m. to 9:00 a.m.) and p.m. peak period (4:00 p.m. to 6:00 p.m.) on Thursday, July 18, 2024, to quantify existing peak-hour conditions. The existing volume counts reflect the trips generated by the remainder of the shopping center. For a conservative analysis, volumes at the existing driveways along Wiggins Pass Road were not redistributed to the proposed eastern driveway. The raw counts were adjusted to reflect peak season weekday conditions using the peak season conversion factor (PSCF) from the Florida Department of Transportation (FDOT) online database. The raw turning movement counts and FDOT peak season conversion factor data are attached. The a.m. (Figure 4) and p.m. (Figure 5) peak-hour peak season existing volumes are attached. FUTURE TRAFFIC VOLUMES Background traffic volumes at the study intersections were determined for the build out year of the proposed redevelopment (2025) by applying a 3.0% annual growth rate to seasonally adjusted existing volumes. The growth rate was determined from Annual Average Daily Traffic (AADT) volume data published by FDOT. Growth rate calculations are attached. The a.m. (Figure 6) and p.m. (Figure 7) peak-hour background volumes are attached. 3.A.d Packet Pg. 147 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Page 3 kimley-horn.com 201 N Franklin St Suite 1400, Tampa, FL 33602 813 620 1460 Future total traffic volumes were determined by adding the project trips to the future background volumes. The a.m. (Figure 8) and p.m. (Figure 9) peak-hour future total volumes are attached. Worksheets showing the development of future total traffic volumes are attached. OPERATIONAL ANALYSIS Synchro (v12) software was used to determine a.m. and p.m. peak-hour future total conditions for the site driveways along Wiggins Pass Road. As illustrated in the Master Site Plan (attached), access to the site is proposed to be provided through the following existing and proposed access connections:  One (1) right-in/right-out access connection along Wiggins Pass Road  Wiggins Pass Road & Eastern Access – Proposed  Two (2) full access connections along Wiggins Pass Road  Wiggins Pass Road & Middle Access – Existing  Wiggins Pass Road & Western Access – Existing  One (1) right-in/right-out access connection along North Tamiami Trail/U.S. 41 (FDOT)  North Tamiami Trail/U.S. 41 & Southern Access – Existing  One (1) full access connection along North Tamiami Trail/U.S. 41 (FDOT)  North Tamiami Trail/U.S. 41 & Northern Access – Existing Based on the developer commitments and the previously approved traffic deviation request (PL20180000548 – Gateway Shoppes Expansion), the operational analysis included the proposed westbound right-turn lanes at the Middle Access and Eastern Access. A summary of intersection level of service (LOS) and maximum volume/capacity (v/c) ratios by approach for the a.m. and p.m. peak-hour future total conditions are provided in Table 3 and Table 4. In a.m. and p.m. peak-hour conditions, all site driveways along Wiggins Pass Road are anticipated to operate acceptably with v/c ratios of less than one (1.0) and LOS B or better for each movement. The Synchro outputs are attached. Table 3: Future Total A.M. Peak-Hour Operational Analysis Summary Intersection Control Type Max v/c Ratio Approach LOS Eastbound Westbound Northbound Southbound EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Wiggins Pass Road & Western Access TWSC* 0.001 A -- -- -- -- 0.005 B Wiggins Pass Road & Middle Access TWSC* 0.015 A -- -- -- 0.002 B 0.069 B Wiggins Pass Road & Eastern Access TWSC* -- -- -- -- -- 0.001 A *TWSC = Two-Way Stop Controlled 3.A.d Packet Pg. 148 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Page 4 kimley-horn.com 201 N Franklin St Suite 1400, Tampa, FL 33602 813 620 1460 Table 4: Future Total P.M. Peak-Hour Operational Analysis Summary Intersection Control Type Max v/c Ratio Approach LOS Eastbound Westbound Northbound Southbound EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Wiggins Pass Road & Western Access TWSC* 0.002 A -- -- -- -- 0.012 B Wiggins Pass Road & Middle Access TWSC* 0.031 A -- -- -- -- 0.203 B Wiggins Pass Road & Eastern Access TWSC* -- -- -- -- -- 0.005 A *TWSC = Two-Way Stop Controlled CONCLUSION Based on comments from County staff provided on June 24, 2024, this supplemental traffic analysis has been provided for the proposed redevelopment of Gateway Shoppes, generally located in the northwest quadrant of the intersection of North Tamiami Trail/U.S. 41 & Wiggins Pass Road in Collier County, Florida. The results of the operational analysis indicate all site driveways along Wiggins Pass Road are anticipated to operate acceptably with v/c ratios of less than one (1.0) and LOS B or better for each movement in both a.m. and p.m. peak-hour conditions. Please reach out if you have any questions or comments regarding this supplemental traffic analysis. Sincerely, Rebecca (Becca) Bond, P.E. Natalie Gibbons, E.I. Transportation Engineer Transportation Analyst Attachments: Master Site Plan Trip Distribution Model Output Figure 1: Project Traffic Distribution Figure 2: A.M. Peak-Hour Project Traffic (LUC 850) Figure 3: P.M. Peak-Hour Project Traffic (LUC 850) Figure 4: A.M. Peak-Hour Peak-Season Existing Traffic Volumes Figure 5: P.M. Peak-Hour Peak-Season Existing Traffic Volumes Figure 6: A.M. Peak-Hour Background Traffic Volumes Figure 7: P.M. Peak-Hour Background Traffic Volumes Figure 8: A.M. Peak-Hour Future Total Traffic Volumes Figure 9: P.M. Peak-Hour Future Total Traffic Volumes Raw Turning Movement Counts FDOT Peak Season Conversion Factors Growth Rate Calculations Volume Development Worksheets Synchro Reports 3.A.d Packet Pg. 149 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Master Site Plan 3.A.d Packet Pg. 150 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) LANE BIKE LANE BIKE LANE BIKE LANE BIKE LANE BIKE XX XXUGLPGUGLPGUGLPGUGLPGWIGGINS PASS ROAD C.R. 888(PUBLIC)U.S. 41 - TAMIAMI TRAIL N. (FDOT)OLDU.S. 41PROJECT BOUNDARY PROJECT BOUNDARY PROJECT BOUNDARY EX. DRY DETENTION AREA EX. DRY DETENTION AREA EX. DRY DETENTION AREA EX. PRESERVE AREA (ACOE EASEMENT) EX. PRESERVE AREA (SFWMD CONSERVATION EASEMENT) PROP. UNIT 4 GROCERY BLDG 55,674 SF PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY 20 19 10 10 7 10 7 7 7 2 19 17 18 19 20 19 20 20 20 20 16 18 4 16161614 9 4 4 4 10 10 2 3 7 6 8 10 7 4 107 10 4 7 6 6 12 10 7 8 18 19 19 12 16 18 12 9 13 12 6 3 10 16 16 16 18 18 1 PROP. UNIT 5 COMMERCIAL BLDG 1,932 SF PROJECT BOUNDARY EX. PYLON SIGN TO BE RELOCATED (BY OTHERS) EX. PYLON SIGN EX. PYLON SIGN TO BE RELOCATED (BY OTHERS) EX. UNIT 6 RETAIL EX. UNIT 8 RETAIL EX. UNIT 10 RETAIL EX. UNIT 14 RETAIL EX. UNIT 17 RETAIL EX. UNIT 18 EX. UNIT 19 EX. UNIT 20 EX. UNIT 21EX. RETAIL BLDG #412,317 SF (PER FBC SECTION 202) 11,993 SF (PER COLLIER COUNTYLDC 4.05.04)EX. 13583 TAMIAMI TR N. UNIT 1, 2, & 3 22,403 SF (PER FBC SECTION 202) 22,001 SF (PER COLLIER COUNTY LDC 4.05.04) EX. 13585 TAMIAMI TR N. 192,597 SF (PER FBC SECTION 202) 189,627 SF (PER COLLIER COUNTY LDC 4.05.04) EX. RETAIL BLDG #5 19,236 SF (PER FBC SECTION 202) 18,840 SF (PER COLLIER COUNTY LDC 4.05.04) EX. RETAIL BLDG #6 8,131 SF (PER FBC SECTION 202) 7,886 SF (PER COLLIER COUNTY LDC 4.05.04) EX. RETAIL BLDG #7 4,186 SF (PER FBC SECTION 202) 3,976 SF (PER COLLIER COUNTY LDC 4.05.04)OFFSITE IMPROVEMENTS TOBE CONSTRUCTED UNDERSEPARATE PERMIT(SDPA-PL20180000548)This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTDATE:LICENSED PROFESSIONALWWW.KIMLEY-HORN.COM REGISTRY No. 351061514 BROADWAY, SUITE 301, FORT MYERS, FL 33901PHONE: 239-271-2650 FAX: 941-379-4352© 2024 KIMLEY-HORN AND ASSOCIATES, INC.DAVID K. MERCER, P.E.FLORIDA LICENSE NUMBERFLORIDACOLLIER COUNTY90785048649172MAY 2024KHAKHAKHAMAY 2024GATEWAY SHOPPESGROCERY EXPANSIONPREPARED FORBENDERSON DEVELOPMENTNORTH0 GRAPHIC SCALE IN FEET 60 30 60 120 MASTER SITEPLANC-300 LEGEND PROPERTY BOUNDARY PROJECT BOUNDARY 3.A.d Packet Pg. 151 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Trip Distribution Model Output 3.A.d Packet Pg. 152 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) (Licensed to Kimley Horn and Associates Inc) JUNE 2023 SELECT ZONE ANALYSIS - GATEWAY SHOPPES PUBLIX DISTRICT 1 REGIONAL PLANNING MODEL - 2023 EXISTING PLUS COMMITTED NETWORK 2-Lane Roadway 4-Lane Roadway 6-Lane Roadway 8-Lane Roadway Centroid Connector Centroid Project 1 111 311 1 1111 1 1 100883 3 3 3 3333 3 3 11 11 135554888888833333333 11 33211 1 1 1 2 1 13 262812828292929873131 133 2 33335556302 3030273 2626262626262616 822221622 32216 3 2116212 12020203.A.d Packet Pg. 153 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 1: Project Traffic Distribution 3.A.d Packet Pg. 154 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 6 'Int6'! 5 'Int5'! 2 'Int2'!3 'Int3'!4 'Int4'!1 'Int1'!20.0%10.0%(5.0%)40.0%(25.0%) 5.0% (30.0%)10.0%(25.0%)40.0%(15.0%)(40.0%)(2.0%)(8.0%)(13.0%)2.0%(2.0%)(10.0%) 2.0% (2.0%) 6.0% 9.0%4.0% 9.0% (2.0%) 1.0% 9.0%15.0%40.0%(15.0%) (15.0%) © 2024 N NOT TO SCALE Legend Roadway Access Connection XX% Entering Distribution Figure 1 Project Traffic Distribution Supplemental Analysis Gateway Shoppes Collier County, Florida Gateway Shoppes Existing Southern Access Wiggins Pass Road US 41Old 41 Road Existing Northern Access ExistingWestern AccessExistingMiddle AccessProposed Eastern AccessExisting Hotel Access(Outbound Only)3.A.d Packet Pg. 155 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 2: A.M. Peak-Hour Project Traffic (LUC 850) 3.A.d Packet Pg. 156 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 6 'Int6'! 5 'Int5'! 2 'Int2'!3 'Int3'!4 'Int4'!1 'Int1'!19921 3816 19 20 9163810 12 57 16 6 8 2684 18 1 1 8 143810 10 © 2024 N NOT TO SCALE Legend Roadway Access Connection XX A.M. Peak-Hour Project Traffic Figure 2 A.M. Peak-Hour Project Traffic (LUC 850) Supplemental Analysis Gateway Shoppes Collier County, Florida Gateway Shoppes Wiggins Pass Road US 41Old 41 Road Existing Northern Access ExistingWestern AccessExistingMiddle AccessProposed Eastern AccessExisting Hotel Access(Outbound Only)Existing Southern Access 3.A.d Packet Pg. 157 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 3: P.M. Peak-Hour Project Traffic (LUC 850) 3.A.d Packet Pg. 158 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 6 'Int6'! 5 'Int5'! 2 'Int2'!3 'Int3'!4 'Int4'!1 'Int1'!371821 7346 19 55 18467327 44 1518 16 11 16 73247 416 4 2 16 277327 27 © 2024 N NOT TO SCALE Legend Roadway Access Connection XX P.M. Peak-Hour Project Traffic Figure 3 P.M. Peak-Hour Project Traffic (LUC 850) Supplemental Analysis Gateway Shoppes Collier County, Florida Gateway Shoppes Existing Southern Access Wiggins Pass Road US 41Old 41 Road Existing Northern Access ExistingWestern AccessExistingMiddle AccessProposed Eastern AccessExisting Hotel Access(Outbound Only)3.A.d Packet Pg. 159 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 4: A.M. Peak-Hour Peak-Season Existing Traffic Volumes 3.A.d Packet Pg. 160 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 2 'Int2'!3 'Int3'!4 'Int4'!00257245 250 10 8 302 292 30271101012 © 2024 N NOT TO SCALE Legend Roadway Access Connection XX A.M. Peak-Hour Peak-Season Traffic Existing Southern Access Figure 4 A.M. Peak-Hour Peak-Season Existing Traffic Volumes Supplemental Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US 41Gateway Shoppes Old 41 Road Existing Northern Access ExistingWestern AccessExistingMiddle AccessProposed Eastern AccessExisting Hotel Access(Outbound Only)3.A.d Packet Pg. 161 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 5: P.M. Peak-Hour Peak-Season Existing Traffic Volumes 3.A.d Packet Pg. 162 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 2 'Int2'!3 'Int3'!4 'Int4'!00324309 296 00 19 231 218 258274002223 © 2024 N NOT TO SCALE Legend Roadway Access Connection XX P.M. Peak-Hour Peak Season Traffic Existing Southern Access Figure 5 P.M. Peak-Hour Peak Season Existing Traffic Volumes Supplemental Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US 41Gateway Shoppes Old 41 Road Existing Northern Access ExistingWestern AccessExistingMiddle AccessProposed Eastern AccessExisting Hotel Access(Outbound Only)3.A.d Packet Pg. 163 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 6: A.M. Peak-Hour Background Traffic Volumes 3.A.d Packet Pg. 164 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 2 'Int2'!3 'Int3'!4 'Int4'!00265252 258 10 8 311 301 31171101012 © 2024 N NOT TO SCALE Legend Roadway Access Connection XX A.M. Peak-Hour Background Traffic Existing Southern Access Figure 6 A.M. Peak-Hour Background Traffic Volumes Supplemental Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US 41Gateway Shoppes Old 41 Road Existing Northern Access ExistingWestern AccessExistingMiddle AccessProposed Eastern AccessExisting Hotel Access(Outbound Only)3.A.d Packet Pg. 165 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 7: P.M. Peak-Hour Background Traffic Volumes 3.A.d Packet Pg. 166 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 2 'Int2'!3 'Int3'!4 'Int4'!00334318 305 00 20 238 225 266284102224 © 2024 N NOT TO SCALE Legend Roadway Access Connection XX P.M. Peak-Hour Background Traffic Existing Southern Access Figure 7 P.M. Peak-Hour Background Traffic Volumes Supplemental Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US 41Gateway Shoppes Old 41 Road Existing Northern Access ExistingWestern AccessExistingMiddle AccessProposed Eastern AccessExisting Hotel Access(Outbound Only)3.A.d Packet Pg. 167 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 8: A.M. Peak-Hour Future Total Traffic Volumes 3.A.d Packet Pg. 168 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 2 'Int2'!3 'Int3'!4 'Int4'!022 17318 317 317 8 1515 1260 259 11 16 00275 © 2024 N NOT TO SCALE Legend Roadway Access Connection XX A.M. Peak-Hour Future Total Traffic Existing Southern Access Figure 8 A.M. Peak-Hour Future Total Traffic Volumes Supplemental Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US 41Gateway Shoppes Old 41 Road Existing Northern Access ExistingWestern AccessExistingMiddle AccessProposed Eastern AccessExisting Hotel Access(Outbound Only)3.A.d Packet Pg. 169 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Figure 9: P.M. Peak-Hour Future Total Traffic Volumes 3.A.d Packet Pg. 170 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 2 'Int2'!3 'Int3'!4 'Int4'!00361334 309 02 36 256 241 277 16 5248 4066 39© 2024 N NOT TO SCALE Legend Roadway Access Connection XX P.M. Peak-Hour Future Total Traffic Existing Southern Access Figure 9 P.M. Peak-Hour Future Total Traffic Volumes Supplemental Analysis Gateway Shoppes Collier County, Florida Wiggins Pass Road US 41Gateway Shoppes Old 41 Road Existing Northern Access ExistingWestern AccessExistingMiddle AccessProposed Eastern AccessExisting Hotel Access(Outbound Only)3.A.d Packet Pg. 171 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Raw Turning Movement Counts 3.A.d Packet Pg. 172 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Dwy 1 -- Wiggins Pass Rd QC JOB #: QC JOB #: 16683903 CITY/STATE: CITY/STATE: Collier, FL DATE: DATE: Thu, Jul 18 2024 16 16 10 0 6 256 7 9 254 210 0.910.91 245 217 0 0 216 1 0 0 0 1 Peak-Hour: 7:45 AM -- 8:45 AMPeak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:30 AM -- 8:45 AMPeak 15-Min: 8:30 AM -- 8:45 AM 6.3 12.5 10 0 0 7 0 22.2 7.5 3.3 6.9 3.2 0 0 3.2 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A R* = RTOR 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Dwy 1Dwy 1 (Northbound)(Northbound) Dwy 1Dwy 1 (Southbound)(Southbound) Wiggins Pass Rd Wiggins Pass Rd (Eastbound)(Eastbound) Wiggins Pass Rd Wiggins Pass Rd (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUUR*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R* 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 26 0 0 0 0 24 0 0 0 50 7:15 AM 0 0 0 0 0 1 0 1 0 0 1 29 0 0 0 0 28 1 0 0 61 7:30 AM 0 0 1 0 0 1 0 2 0 0 0 45 0 0 0 0 42 3 0 0 94 7:45 AM 1 0 0 0 0 2 0 3 0 0 3 47 0 0 0 0 64 2 0 0 122 327 8:00 AM 0 0 0 0 0 2 0 3 0 0 2 55 0 0 0 0 62 4 0 0 128 405 8:15 AM 0 0 0 0 0 0 0 2 0 0 1 45 0 0 0 0 54 2 0 0 104 448 8:30 AM 0 0 0 0 0 2 0 2 0 0 1 63 0 0 0 0 65 1 0 0 134 488 8:45 AM 0 0 0 0 0 0 0 3 0 0 1 62 0 0 0 0 49 2 0 0 117 483 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUUR*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R* All Vehicles 0 0 0 0 0 8 0 8 0 0 4 252 0 0 0 0 260 4 0 0 536 Heavy Trucks 0 0 0 0 0 0 0 12 0 0 16 4 32 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 4 0 0 0 0 0 0 4 Scooters Comments: Report generated on 7/22/2024 11:15 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 3.A.d Packet Pg. 173 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Dwy 1 -- Wiggins Pass Rd QC JOB #: QC JOB #: 16683904 CITY/STATE: CITY/STATE: Collier, FL DATE: DATE: Thu, Jul 18 2024 42 50 19 0 23 202 16 34 217 249 0.940.94 183 265 0 0 272 0 0 0 0 0 Peak-Hour: 4:15 PM -- 5:15 PMPeak-Hour: 4:15 PM -- 5:15 PM Peak 15-Min: 4:15 PM -- 4:30 PMPeak 15-Min: 4:15 PM -- 4:30 PM 7.1 6 5.3 0 8.7 1 6.3 5.9 1.4 5.6 0.5 5.7 0 0 5.9 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 1 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A R* = RTOR 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Dwy 1Dwy 1 (Northbound)(Northbound) Dwy 1Dwy 1 (Southbound)(Southbound) Wiggins Pass Rd Wiggins Pass Rd (Eastbound)(Eastbound) Wiggins Pass Rd Wiggins Pass Rd (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUUR*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R* 4:00 PM 0 0 0 0 0 9 0 2 0 0 1 59 0 0 0 0 40 7 0 0 118 4:15 PM 0 0 0 0 0 5 0 3 0 0 1 66 0 0 0 0 57 8 0 0 140 4:30 PM 0 0 0 0 0 4 0 6 0 0 8 59 0 0 0 0 33 9 0 0 119 4:45 PM 0 0 0 0 0 7 0 1 0 0 4 67 0 0 0 0 46 10 0 0 135 512 5:00 PM 0 0 0 0 0 7 0 9 0 0 3 57 0 0 0 0 47 7 0 0 130 524 5:15 PM 0 0 0 0 0 3 0 2 0 0 2 44 0 0 0 0 47 10 0 0 108 492 5:30 PM 0 0 0 0 0 4 0 4 0 0 2 49 0 0 0 0 41 8 0 0 108 481 5:45 PM 0 0 0 0 0 3 0 4 0 0 1 36 0 0 0 0 29 9 0 0 82 428 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUUR*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R* All Vehicles 0 0 0 0 0 20 0 12 0 0 4 264 0 0 0 0 228 32 0 0 560 Heavy Trucks 0 0 0 0 0 0 0 12 0 0 4 0 16 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 7/22/2024 11:15 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 3.A.d Packet Pg. 174 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Dwy 2 -- Wiggins Pass Rd QC JOB #: QC JOB #: 16683905 CITY/STATE: CITY/STATE: Collier, FL DATE: DATE: Thu, Jul 18 2024 1 0 0 0 1 254 0 0 254 206 0.890.89 254 206 0 0 207 0 0 0 0 0 Peak-Hour: 7:45 AM -- 8:45 AMPeak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:30 AM -- 8:45 AMPeak 15-Min: 8:30 AM -- 8:45 AM 100 0 0 0 100 7.5 0 0 7.5 2.9 7.5 2.9 0 0 3.4 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A R* = RTOR 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Dwy 2Dwy 2 (Northbound)(Northbound) Dwy 2Dwy 2 (Southbound)(Southbound) Wiggins Pass Rd Wiggins Pass Rd (Eastbound)(Eastbound) Wiggins Pass Rd Wiggins Pass Rd (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUUR*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R* 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 24 0 0 0 49 7:15 AM 0 0 0 0 0 1 0 2 0 0 0 27 0 0 0 0 29 0 0 0 59 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 45 0 0 0 0 42 0 0 0 87 7:45 AM 0 0 0 0 0 1 0 0 0 0 0 48 0 0 0 0 68 0 0 0 117 312 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 54 0 0 0 0 64 0 0 0 118 381 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 41 0 0 0 0 56 0 0 0 97 419 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 63 0 0 0 0 66 0 0 0 129 461 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 60 0 0 0 0 51 0 0 0 111 455 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUUR*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R* All Vehicles 0 0 0 0 0 0 0 0 0 0 0 252 0 0 0 0 264 0 0 0 516 Heavy Trucks 0 0 0 0 0 0 0 12 0 0 16 0 28 Buses Pedestrians 4 0 0 0 4 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 7/22/2024 11:15 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 3.A.d Packet Pg. 175 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Dwy 2 -- Wiggins Pass Rd QC JOB #: QC JOB #: 16683906 CITY/STATE: CITY/STATE: Collier, FL DATE: DATE: Thu, Jul 18 2024 2 2 0 0 2 194 0 2 196 260 0.920.92 194 260 0 0 262 0 0 0 0 0 Peak-Hour: 4:15 PM -- 5:15 PMPeak-Hour: 4:15 PM -- 5:15 PM Peak 15-Min: 4:15 PM -- 4:30 PMPeak 15-Min: 4:15 PM -- 4:30 PM 100 50 0 0 100 1 0 50 1.5 5.4 1 5.4 0 0 6.1 0 0 0 0 0 0 0 0 3 0 0 0 0 0 1 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A R* = RTOR 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Dwy 2Dwy 2 (Northbound)(Northbound) Dwy 2Dwy 2 (Southbound)(Southbound) Wiggins Pass Rd Wiggins Pass Rd (Eastbound)(Eastbound) Wiggins Pass Rd Wiggins Pass Rd (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUUR*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R* 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 60 0 0 0 0 44 1 0 0 105 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 66 0 0 0 0 59 0 0 0 125 4:30 PM 0 0 0 0 0 1 0 0 0 0 0 65 0 0 0 0 37 1 0 0 104 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 71 0 0 0 0 45 0 0 0 116 450 5:00 PM 0 0 0 0 0 1 0 0 0 0 0 58 0 0 0 0 53 1 0 0 113 458 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 46 0 0 0 0 46 1 0 0 93 426 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 52 0 0 0 0 43 0 0 0 95 417 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 33 0 0 0 71 372 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUUR*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R*LeftLeft ThruThru RightRight UU R*R* All Vehicles 0 0 0 0 0 0 0 0 0 0 0 264 0 0 0 0 236 0 0 0 500 Heavy Trucks 0 0 0 0 0 0 0 12 0 0 8 0 20 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 7/22/2024 11:15 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 3.A.d Packet Pg. 176 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) FDOT Peak Season Conversion Factors 3.A.d Packet Pg. 177 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 2023 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 0300 COLLIER COUNTYWIDE MOCF: 0.90 WEEK DATES SF PSCF ================================================================================ 1 01/01/2023 - 01/07/2023 1.00 1.11 2 01/08/2023 - 01/14/2023 0.97 1.08 * 3 01/15/2023 - 01/21/2023 0.95 1.06 * 4 01/22/2023 - 01/28/2023 0.93 1.03 * 5 01/29/2023 - 02/04/2023 0.91 1.01 * 6 02/05/2023 - 02/11/2023 0.90 1.00 * 7 02/12/2023 - 02/18/2023 0.88 0.98 * 8 02/19/2023 - 02/25/2023 0.88 0.98 * 9 02/26/2023 - 03/04/2023 0.88 0.98 *10 03/05/2023 - 03/11/2023 0.88 0.98 *11 03/12/2023 - 03/18/2023 0.88 0.98 *12 03/19/2023 - 03/25/2023 0.89 0.99 *13 03/26/2023 - 04/01/2023 0.91 1.01 *14 04/02/2023 - 04/08/2023 0.92 1.02 *15 04/09/2023 - 04/15/2023 0.94 1.04 16 04/16/2023 - 04/22/2023 0.96 1.07 17 04/23/2023 - 04/29/2023 0.97 1.08 18 04/30/2023 - 05/06/2023 0.99 1.10 19 05/07/2023 - 05/13/2023 1.01 1.12 20 05/14/2023 - 05/20/2023 1.03 1.14 21 05/21/2023 - 05/27/2023 1.04 1.16 22 05/28/2023 - 06/03/2023 1.06 1.18 23 06/04/2023 - 06/10/2023 1.08 1.20 24 06/11/2023 - 06/17/2023 1.10 1.22 25 06/18/2023 - 06/24/2023 1.09 1.21 26 06/25/2023 - 07/01/2023 1.08 1.20 27 07/02/2023 - 07/08/2023 1.07 1.19 28 07/09/2023 - 07/15/2023 1.06 1.18 29 07/16/2023 - 07/22/2023 1.07 1.19 30 07/23/2023 - 07/29/2023 1.07 1.19 31 07/30/2023 - 08/05/2023 1.08 1.20 32 08/06/2023 - 08/12/2023 1.08 1.20 33 08/13/2023 - 08/19/2023 1.09 1.21 34 08/20/2023 - 08/26/2023 1.10 1.22 35 08/27/2023 - 09/02/2023 1.11 1.23 36 09/03/2023 - 09/09/2023 1.12 1.24 37 09/10/2023 - 09/16/2023 1.13 1.26 38 09/17/2023 - 09/23/2023 1.12 1.24 39 09/24/2023 - 09/30/2023 1.11 1.23 40 10/01/2023 - 10/07/2023 1.10 1.22 41 10/08/2023 - 10/14/2023 1.09 1.21 42 10/15/2023 - 10/21/2023 1.08 1.20 43 10/22/2023 - 10/28/2023 1.06 1.18 44 10/29/2023 - 11/04/2023 1.04 1.16 45 11/05/2023 - 11/11/2023 1.03 1.14 46 11/12/2023 - 11/18/2023 1.01 1.12 47 11/19/2023 - 11/25/2023 1.01 1.12 48 11/26/2023 - 12/02/2023 1.01 1.12 49 12/03/2023 - 12/09/2023 1.01 1.12 50 12/10/2023 - 12/16/2023 1.00 1.11 51 12/17/2023 - 12/23/2023 0.98 1.09 52 12/24/2023 - 12/30/2023 0.97 1.08 53 12/31/2023 - 12/31/2023 0.95 1.06 * PEAK SEASON 09-MAR-2024 18:41:37 830UPD 1_0300_PKSEASON.TXT 3.A.d Packet Pg. 178 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Growth Rate Calculations 3.A.d Packet Pg. 179 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Project:Gateway Shoppes - Publix Volume Source #1:Wiggins Pass Road (US 41 to Gulf Harbor) Location:Collier County Volume Source #2:US 41 (Shopping Center Ent. To 111th Ave) Notes:FDOT Historical AADT Volume Source #3:CR 901 (Vanderbilt Dr to Bonita Beach Rd) Volume Source #4:Vanderbilt Dr (Wiggins Pass to Bluebill Ave) Volume Source #5: Volume Volume Volume Volume Volume Average Line Month Year Source #1 Source #2 Source #3 Source #4 Source #5 Volume 1 2019 7300 61500 8200 6300 20825 2 2020 7100 49000 8000 6100 17550 3 2021 7300 59000 8400 6300 20250 4 2022 7500 64000 8800 6500 21700 5 2023 7100 63000 9000 7100 21550 6 7 8 9 10 INPUT DATA OUTPUT DATA Aggregate Best Fit Traffic Volume Line Month Year Volume Line Month Year Trend 1 2019 20825 1 2019 19255 2 2020 17550 2 2020 19815 3 2021 20250 3 2021 20375 4 2022 21700 4 2022 20935 5 2023 21550 5 2023 21495 6 6 7 7 8 8 9 9 10 10 Slope:560 Intercept:-1111385 R2:0.276665196 Standard Error:1653.178756 Exponential Growth Rate:2.79% Future = Existing (1+Growth)^N Linear Growth Rate:2.91% Future = Existing (1+Growth*N) 0 5000 10000 15000 20000 25000 2018 2019 2020 2021 2022 2023 3.A.d Packet Pg. 180 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Volume Development Worksheets 3.A.d Packet Pg. 181 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION:Wiggins Pass Road & Western Access COUNT DATE:July 18, 2024 TIME PERIOD:7:45 a.m. - 8:45 a.m. PEAK HOUR FACTOR:0.89 "EXISTING TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Raw Turning Movements 0 206 254 0 1 0 Peak Season Correction Factor 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 EXISTING CONDITIONS 0 245 302 0 1 0 "BACKGROUND TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0% BACKGROUND TRAFFIC GROWTH 0 7 9 0 0 0 NON-PROJECT TRAFFIC 0 252 311 0 1 0 "PROJECT TRAFFIC" LAND USE TYPE EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Trips Net New 1 8 7 2 1 TOTAL PROJECT TRAFFIC 1 8 7 2 1 0 TOTAL TRAFFIC 1 260 318 2 2 0 3.A.d Packet Pg. 182 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION:Wiggins Pass Road & Middle Access COUNT DATE:July 18, 2024 TIME PERIOD:7:45 a.m. - 8:45 a.m. PEAK HOUR FACTOR:0.91 "EXISTING TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Raw Turning Movements 7 210 245 9 1 0 0 6 10 Peak Season Correction Factor 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 EXISTING CONDITIONS 8 250 292 11 1 0 0 7 12 "BACKGROUND TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0% BACKGROUND TRAFFIC GROWTH 0 8 9 0 0 0 0 0 0 NON-PROJECT TRAFFIC 8 258 301 11 1 0 0 7 12 "PROJECT TRAFFIC" LAND USE TYPE EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Trips Net New 8 1 16 4 8 5 TOTAL PROJECT TRAFFIC 8 1 16 4 0 0 0 8 5 TOTAL TRAFFIC 16 259 317 15 1 0 0 15 17 3.A.d Packet Pg. 183 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION:Wiggins Pass Road & Eastern Access COUNT DATE:July 18, 2024 TIME PERIOD:7:45 a.m. - 8:45 a.m. PEAK HOUR FACTOR:0.91 "EXISTING TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Raw Turning Movements 216 254 Peak Season Correction Factor 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 EXISTING CONDITIONS 257 302 "BACKGROUND TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0% BACKGROUND TRAFFIC GROWTH 8 9 NON-PROJECT TRAFFIC 265 311 "PROJECT TRAFFIC" LAND USE TYPE EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Trips Net New 10 6 8 1 TOTAL PROJECT TRAFFIC 10 6 8 1 TOTAL TRAFFIC 275 317 8 1 3.A.d Packet Pg. 184 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION:Wiggins Pass Road & Western Access COUNT DATE:July 18, 2024 TIME PERIOD:4:15 p.m. - 5:15 p.m. PEAK HOUR FACTOR:0.92 "EXISTING TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Raw Turning Movements 0 260 194 2 2 0 Peak Season Correction Factor 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 EXISTING CONDITIONS 0 309 231 2 2 0 "BACKGROUND TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0% BACKGROUND TRAFFIC GROWTH 0 9 7 0 0 0 NON-PROJECT TRAFFIC 0 318 238 2 2 0 "PROJECT TRAFFIC" LAND USE TYPE EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Trips Net New 2 16 18 4 4 TOTAL PROJECT TRAFFIC 2 16 18 4 4 0 TOTAL TRAFFIC 2 334 256 6 6 0 3.A.d Packet Pg. 185 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION:Wiggins Pass Road & Middle Access COUNT DATE:July 18, 2024 TIME PERIOD:4:15 p.m. - 5:15 p.m. PEAK HOUR FACTOR:0.94 "EXISTING TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Raw Turning Movements 16 249 183 34 0 0 0 23 19 Peak Season Correction Factor 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 EXISTING CONDITIONS 19 296 218 40 0 0 0 27 23 "BACKGROUND TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0% BACKGROUND TRAFFIC GROWTH 1 9 7 1 0 0 0 1 1 NON-PROJECT TRAFFIC 20 305 225 41 0 0 0 28 24 "PROJECT TRAFFIC" LAND USE TYPE EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Trips Net New 16 4 16 7 24 15 TOTAL PROJECT TRAFFIC 16 4 16 7 0 0 0 24 15 TOTAL TRAFFIC 36 309 241 48 0 0 0 52 39 3.A.d Packet Pg. 186 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) TRAFFIC VOLUMES AT STUDY INTERSECTION INTERSECTION:Wiggins Pass Road & Eastern Access COUNT DATE:July 18, 2024 TIME PERIOD:4:15 p.m. - 5:15 p.m. PEAK HOUR FACTOR:0.94 "EXISTING TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Raw Turning Movements 272 217 Peak Season Correction Factor 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 1.190 EXISTING CONDITIONS 324 258 "BACKGROUND TRAFFIC"EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0% BACKGROUND TRAFFIC GROWTH 10 8 NON-PROJECT TRAFFIC 334 266 "PROJECT TRAFFIC" LAND USE TYPE EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Trips Net New 27 11 16 4 TOTAL PROJECT TRAFFIC 27 11 16 4 TOTAL TRAFFIC 361 277 16 4 3.A.d Packet Pg. 187 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Synchro Reports 3.A.d Packet Pg. 188 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Gateway Publix AM Conditions 1: Wiggins Pass Rd & Western Access Timing Plan: AM Peak Hour LUC850 - AM & PM.syn HCM 6th TWSC Kimley-Horn 07/24/2024 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 260 318 2 2 0 Future Vol, veh/h 1 260 318 2 2 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized -None -None -None Storage Length 100 ----- Veh in Median Storage, #-0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 1 292 357 2 2 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 359 0 -0 506 180 Stage 1 ----358 - Stage 2 ----148 - Critical Hdwy 4.14 ---6.84 6.94 Critical Hdwy Stg 1 ----5.84 - Critical Hdwy Stg 2 ----5.84 - Follow-up Hdwy 2.22 ---3.52 3.32 Pot Cap-1 Maneuver 1196 ---496 832 Stage 1 ----678 - Stage 2 ----864 - Platoon blocked, %--- Mov Cap-1 Maneuver 1196 ---496 832 Mov Cap-2 Maneuver ----496 - Stage 1 ----677 - Stage 2 ----864 - Approach EB WB SB HCM Control Delay, s/v 0 0 12.3 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h)1196 ---496 HCM Lane V/C Ratio 0.001 ---0.005 HCM Control Delay (s/veh)8 0 --12.3 HCM Lane LOS A A --B HCM 95th %tile Q (veh)0 ---0 3.A.d Packet Pg. 189 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Gateway Publix AM Conditions 2: Wiggins Pass Rd & Middle Access Timing Plan: AM Peak Hour LUC850 - AM & PM.syn HCM 6th TWSC Kimley-Horn 07/24/2024 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 16 259 0 0 317 15 1 0 0 15 0 17 Future Vol, veh/h 16 259 0 0 317 15 1 0 0 15 0 17 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length ------------ Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 18 285 0 0 348 16 1 0 0 16 0 19 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 364 0 ---0 495 685 285 669 669 174 Stage 1 ------321 321 -348 348 - Stage 2 ------174 364 -321 321 - Critical Hdwy 4.13 -----7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 ------6.13 5.53 -6.53 5.53 - Critical Hdwy Stg 2 ------6.53 5.53 -6.13 5.53 - Follow-up Hdwy 2.219 -----3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1193 -0 0 --471 370 753 357 378 840 Stage 1 --0 0 --690 651 -642 633 - Stage 2 --0 0 --811 623 -690 651 - Platoon blocked, %--- Mov Cap-1 Maneuver 1193 -----455 364 753 353 372 840 Mov Cap-2 Maneuver ------455 364 -353 372 - Stage 1 ------680 641 -632 633 - Stage 2 ------793 623 -680 641 - Approach EB WB NB SB HCM Control Delay, s/v 0.5 0 12.9 12.6 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT WBT WBR SBLn1 Capacity (veh/h)455 1193 ---510 HCM Lane V/C Ratio 0.002 0.015 ---0.069 HCM Control Delay (s/veh)12.9 8.1 ---12.6 HCM Lane LOS B A ---B HCM 95th %tile Q (veh)0 0 ---0.2 3.A.d Packet Pg. 190 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Gateway Publix AM Conditions 3: Wiggins Pass Rd & Eastern Access Timing Plan: AM Peak Hour LUC850 - AM & PM.syn HCM 6th TWSC Kimley-Horn 07/24/2024 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 275 317 8 0 1 Future Vol, veh/h 0 275 317 8 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized -None -None -None Storage Length ---135 -- Veh in Median Storage, #-0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 302 348 9 0 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All -0 -0 -174 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.93 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.319 Pot Cap-1 Maneuver 0 ---0 840 Stage 1 0 ---0 - Stage 2 0 ---0 - Platoon blocked, %--- Mov Cap-1 Maneuver -----840 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB SB HCM Control Delay, s/v 0 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h)---840 HCM Lane V/C Ratio ---0.001 HCM Control Delay (s/veh)---9.3 HCM Lane LOS ---A HCM 95th %tile Q (veh)---0 3.A.d Packet Pg. 191 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Gateway Publix PM Conditions 1: Wiggins Pass Rd & Western Access Timing Plan: PM Peak Hour LUC850 - AM & PM.syn HCM 6th TWSC Kimley-Horn 07/24/2024 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 2 334 256 6 6 0 Future Vol, veh/h 2 334 256 6 6 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized -None -None -None Storage Length 100 ----- Veh in Median Storage, #-0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 2 363 278 7 7 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 285 0 -0 468 143 Stage 1 ----282 - Stage 2 ----186 - Critical Hdwy 4.14 ---6.84 6.94 Critical Hdwy Stg 1 ----5.84 - Critical Hdwy Stg 2 ----5.84 - Follow-up Hdwy 2.22 ---3.52 3.32 Pot Cap-1 Maneuver 1274 ---524 879 Stage 1 ----741 - Stage 2 ----827 - Platoon blocked, %--- Mov Cap-1 Maneuver 1274 ---523 879 Mov Cap-2 Maneuver ----523 - Stage 1 ----740 - Stage 2 ----827 - Approach EB WB SB HCM Control Delay, s/v 0 0 12 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h)1274 ---523 HCM Lane V/C Ratio 0.002 ---0.012 HCM Control Delay (s/veh)7.8 0 --12 HCM Lane LOS A A --B HCM 95th %tile Q (veh)0 ---0 3.A.d Packet Pg. 192 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Gateway Publix PM Conditions 2: Wiggins Pass Rd & Middle Access Timing Plan: PM Peak Hour LUC850 - AM & PM.syn HCM 6th TWSC Kimley-Horn 07/24/2024 Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 36 309 0 0 241 48 0 0 0 52 0 39 Future Vol, veh/h 36 309 0 0 241 48 0 0 0 52 0 39 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length ------------ Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 38 329 0 0 256 51 0 0 0 55 0 41 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 307 0 ---0 533 712 329 661 661 128 Stage 1 ------405 405 -256 256 - Stage 2 ------128 307 -405 405 - Critical Hdwy 4.13 -----7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 ------6.13 5.53 -6.53 5.53 - Critical Hdwy Stg 2 ------6.53 5.53 -6.13 5.53 - Follow-up Hdwy 2.219 -----3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1252 -0 0 --443 357 712 362 382 899 Stage 1 --0 0 --622 598 -727 695 - Stage 2 --0 0 --863 660 -622 598 - Platoon blocked, %--- Mov Cap-1 Maneuver 1252 -----413 346 712 354 371 899 Mov Cap-2 Maneuver ------413 346 -354 371 - Stage 1 ------603 580 -705 695 - Stage 2 ------823 660 -603 580 - Approach EB WB NB SB HCM Control Delay, s/v 0.8 0 0 14.4 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT WBT WBR SBLn1 Capacity (veh/h)-1252 ---478 HCM Lane V/C Ratio -0.031 ---0.203 HCM Control Delay (s/veh)0 8 ---14.4 HCM Lane LOS A A ---B HCM 95th %tile Q (veh)-0.1 ---0.8 3.A.d Packet Pg. 193 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Gateway Publix PM Conditions 3: Wiggins Pass Rd & Eastern Access Timing Plan: PM Peak Hour LUC850 - AM & PM.syn HCM 6th TWSC Kimley-Horn 07/24/2024 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 361 277 16 0 4 Future Vol, veh/h 0 361 277 16 0 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized -None -None -None Storage Length ---135 -- Veh in Median Storage, #-0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 384 295 17 0 4 Major/Minor Major1 Major2 Minor2 Conflicting Flow All -0 -0 -148 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.93 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.319 Pot Cap-1 Maneuver 0 ---0 873 Stage 1 0 ---0 - Stage 2 0 ---0 - Platoon blocked, %--- Mov Cap-1 Maneuver -----873 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB SB HCM Control Delay, s/v 0 0 9.1 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h)---873 HCM Lane V/C Ratio ---0.005 HCM Control Delay (s/veh)---9.1 HCM Lane LOS ---A HCM 95th %tile Q (veh)---0 3.A.d Packet Pg. 194 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) GTGTGTGTGTUGLPGTELTVTEL5'± CONCRETE SIDEWALKFOUND 5/8" IRON PINAND CAPSTAMPED METRON LB 7071TELTELTELFOUND 1" IRON PINN00°42'19"W 339.95'C1RIGHT OF WAY TAKING(O.R. BOOK 5325, PAGE 283)N00°36'22"W 1017.93'N88°27'20"E 1085.53'(O.R. BOOK 2571,PAGE 956)N45°34'26"E 76.30'N87°58'27"E 27.92'N00°34'06"W 254.99'S88°29'20"W 30.00'N00°35'46"W 70.01'N01°30'39"W 12.00'N88°29'21"E 525.00'S01°30'39"E 2.21'N00°35'39"W 129.92'N88°29'03"E 94.99'N00°32'21"W 125.00'S88°28'14"W 125.00'TARPON COVE COMMUNITYASSOCIATION, INC.PARCEL NO. 76450000545TARPON COVE COMMUNITYASSOCIATION, INC.PARCEL NO. 76450000105S01°30'39"E 12.00'FOUND 5/8" IRON PINAND CAPSTAMPED AIM ENGINEERINGFOUND 5/8" IRON PINAND CAPSTAMPED LB 6811FOUND 5/8" IRON PINAND CAPSTAMPED LB 1772FOUND 5/8" IRON PINAND CAPSTAMPED LB 1772UGLPGUGLPGUGLPGTELTELTVTCBOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUTELWMBN01°30'39"W 70.18'122.42'755.83'N00°35'37"W 7.50'S01°30'39"E 7.50'N88°29'21"E 321.49'RIGHT OF WAY TAKING(O.R. BOOK 5551, PAGE 3297)S88°29'21"W 266.93'NOTE: THIS AREA NOT LOCATEDUNDER THE SCOPE OF THIS SURVEYGTGTGTGTGTGTGTGTGTGTGTGTTELTELWMBTVHHHHHHTVTVGTTEL CLIENT: TITLE:FILE NO.:SHEET OFNO.REVISION DESCRIPTIONDATEBY COASTAL 28421 BONITA CROSSINGS BOULEVARD ENGINEERING CONSULTANTS INC. COASTAL AND MARINE ENGINEERING ENVIRONMENTAL AND GEOLOGICAL SERVICES LAND AND MARINE SURVEY AND MAPPING BONITA SPRINGS, FLORIDA 34135 PHONE: (239)643-2324 FAX: (239)643-1143 www.coastalengineering.com E-Mail: info@cecifl.com Serving Florida Since 1977 THIS DOCUMENT, AND THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY COASTAL ENGINEERING CONSULTANTS, INC. (CECI) OR ITS SUBSIDIARIES SHALL BE WITHOUT LIABILITY TO CECI OR ITS SUBSIDIARIES.FLORIDA BUSINESS AUTHORIZATION NO. LB 2464COASTAL ENGINEERING CONSULTANTS, INC.DATE OF FIELD SURVEY: 01/09/24FLORIDA CERTIFICATE NO. 5295PROFESSIONAL SURVEYOR AND MAPPERTHE ORIGINAL RAISED SEAL OF A FLORIDANOT VALID WITHOUT THE SIGNATURE ANDLICENSED SURVEYOR AND MAPPERDATE OF SIGNATURE: RICHARD J. EWING, VPCHECKED: F.B. ACAD NO. PG. DRAWN: DATE: REF. NO. SCALE: SEC.TWP.RNG.23.20731BENDERSON DEVELOPMENT 1" = 80' E680 74 25E48S 23.207 23.207 01/11/24 MMW RJE 16LEGAL DESCRIPTIONPARCEL I:THE SOUTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER OF SECTION 16,TOWNSHIP 48 SOUTH, RANGE 25 EAST, LYING WEST OF NEW US 41, COLLIER COUNTY,FLORIDALESS AND EXCEPT THAT PARCEL CONVEYED TO COLLIER COUNTY, A POLITICALSUBDIVISION OF THE STATE OF FLORIDA BY WARRANTY DEED RECORDED ONSEPTEMBER 12, 2018 IN OFFICIAL RECORD BOOK 5551 AT PAGE 3297, PUBLIC RECORDSOF COLLIER COUNTY, FLORIDA.PARCEL 2:PARCEL “A” OF THE GATEWAY SHOPPES, ACCORDING TO THE MAP OR PLAT THEREOFRECORDED IN PLAT BOOK 52, PAGE 75 OF THE PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA.THE ABOVE DESCRIBES AN AREA OF APPROXIMATELY 1,408,717 SQUARE FEET OR 32.34ACRES OF LAND.CXX - CURVE TABLECURVEC1RADIUS3719.72'DELTA13°31'27"LENGTH878.00'CHORD875.96'BEARINGN07°25'21"WGENERAL NOTES1. = FOUND 5/8" IRON PIN AND CAP AS NOTED.2. = FOUND PK NAIL AND DISC STAMPED BWLK.3. = SET 5/8" IRON PIN AND CAP STAMPED LB 2464.4. = SET PK NAIL AND DISC STAMPED CEC LB 2464.5. DESCRIBED PROPERTY LIES WITHIN FLOOD ZONE AE, ELEVATION 9.0 PER F.I.R.M. COMMUNITY PANEL NO. 120067 MAP NO. 12021C 0191H DATED MAY 16, 2012.6. ALL BEARINGS AND DISTANCES ARE PLAT AND MEASURED UNLESS . OTHERWISE INDICATED.7. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH AMERICAN VERTICAL DATUM 1988 (N.A.V.D.).8. THIS SURVEY IS CERTIFIED TO THE DATE OF THE FIELD SURVEY, NOT THE DATE OF SIGNATURE.SCALE: 1" = 80'8040080160LEGENDTELWMBTV - DENOTES FIRE HYDRANT - DENOTES IRRIGATION VALVE - DENOTES ELECTRIC SERVICE - DENOTES WATER METER BOX - DENOTES WATER VALVE - DENOTES CATCH BASIN - DENOTES CABLE SERVICE - DENOTES SEWER MANHOLE - DENOTES TELEPHONE SERVICE - DENOTES LIGHT POLE - DENOTES POWER POLE - DENOTED UNDERGROUND GAS LINE MARKER - DENOTES FIRE DEPARTMENT VALVEUGLPGPARTIAL AS BUILT SURVEY OF A PORTION OF THE SOUTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER OF SECTION 16, TOWNSHIP 48 SOUTH, RANGE 25 EAST, LYING WEST OF THE NEW U.S. 41 AS RECORDED IN O.R. BOOK 2658, PAGE 2458 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.EAST QUARTER CORNER OF SECTION 16,TOWNSHIP 48 SOUTH, RANGE 25 EASTPARCEL 2PARCEL "A"GATEWAY SHOPPES13575 TAMIAMI TRAIL NORTH(PLAT BOOK 52, PAGE 75)PARCEL NO. 65997500027PARCEL 1GATEWAY SHOPPES13575 TAMIAMI TRAIL NORTH(PLAT BOOK 52, PAGE 75)PARCEL NO. 65997500027WIGGINS PASS ROADU.S 41 (TAMIAMI TRAIL NORTH)SOUTHBOUNDSHEET INDEXPAGE 1 - OVERALL BOUNDARYPAGE 2 - DETAIL OF IMPROVEMENTS/UTILITESPAGE 3 - DETAIL OF IMPROVEMENTS/UTILITES3.A.dPacket Pg. 195Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 10.7010.5210.6010.2810.3510.4110.4710.4810.5110.5510.4810.3010.3810.4810.5510.5010.3911.0210.9210.8410.7510.8510.6810.749.809.849.879.869.869.669.779.9510.2310.2110.1510.269.619.9810.069.589.509.489.729.869.9410.2110.2710.3210.2110.089.9410.1010.5110.7410.8910.7810.7010.7610.6210.61CATCH BASIN DS#21GRATE ELEVATION = 9.3918" CPP S = 4.7418" CPP NE = 4.79CATCH BASIN DS#5GRATE ELEVATION = 9.4624" CPP E. = 1.0618" CPP W. = 4.0136" CPP S. = 1.26CATCH BASIN DS#10GRATE ELEVATION = 9.5118" CPP W. = 5.05CATCH BASIN DS#13GRATE ELEVATION = 9.3624" CPP W. = 4.7518" CMP N.E. = 4.9124" CMP S.E. = 4.61CATCH BASIN DS#14GRATE ELEVATION = 9.4618" CPP NE = 1.5618" CPP SW = 1.7624" CPP NW = 3.91CURB INLET DS#22GRATE ELEVATION = 10.10STORM MANHOLERIM ELEVATION = 9.98ASPHALTPARKINGASPHALTPARKINGASPHALTPARKINGASPHALTPARKINGGATEWAY SHOPPESEXISTING SHOPPING CENTER13585 TAMIAMI TRAIL NORTHONE STORYCOMMERCIAL STRUCTUREFINISHED FLOOR ELEVATION = 11.41 NAVD 12.6' X 13.5'TRASHENCLOSUREC1TELCATCH BASINGRATE ELEVATION = 6.4824" RCP NORTH = 3.86SEWER MANHOLERIM ELEVATION = 10.80INVERT SOUTH = 4.98INVERT NORTHEAST = 4.92CATCH BASINGRATE ELEVATION = 6.70BENCHMARKNORTH FLANGE BOLT ONFIRE HYDRANTELEVATION = 13.03 NAVDCURB INLET5'± CONCRETE SIDEWALK5'± CONCRETE SIDEWALK7.8'± CONCRETE SIDEWALK(BUILDING UNDERCONSTRUCTION)ASPHALTENTRANCEC1N88°27'20"E 1085.53'TARPON COVE COMMUNITYASSOCIATION, INC.PARCEL NO. 7645000010510.3410.2410.6310.6410.6210.6610.6310.6410.3810.2810.3010.2610.2810.3810.4010.3410.3010.4110.5110.5410.4610.4510.4110.3310.2510.2310.2610.099.689.85 10.1410.1210.2910.199.9510.049.8410.3010.4910.4910.3210.009.88 9.919.939.9210.069.929.9410.2710.3110.4210.5210.4510.4010.2210.2510.2510.429.809.9110.6410.6810.6310.6210.5610.7210.6610.6310.6010.6210.6210.7010.6610.6610.6810.6410.6110.5810.4610.3710.4410.4510.3010.3010.4310.1910.1710.1010.1710.3210.2810.2110.2110.4210.3210.3710.3610.4210.2610.2610.2410.1310.2010.329.959.849.889.909.969. 8 8 9.919.969.9410.059.669.989.989.989.939.9510.0210.009.939.389.649.9010.049 . 9 6 9.719 . 3 3 9 . 7 1 9.989 . 7 2 9 . 9 89.979.959.929. 8 9 9.969.949.979.769.909.9310.069.9810.0610.1410.2010.1410.1610.1710.2910.3810.3910.3910.2610.2810.2510.3410.2910.2410.2710.2610.3210.069.579.539.569.569.779.9910.3410.659 . 6 39.749.789.8310.0610.4710.4310.159.649.8310.7110.6510.4410.3210.2410.3310.3910.3210.099. 6 8 9.669 . 6 510.4610.469 . 6 89.7510.1710.0010.099.9710.0810.1610.5210.5210.019.749.589 . 7 19.93CATCH BASIN DS#2GRATE ELEVATION = 9.4418" CPP E. = 5.04CATCH BASIN DS#6GRATE ELEVATION = 9.5318" CPP E. = 4.7212" CPP N.W. = 4.68CATCH BASIN DS#4GRATE ELEVATION = 9.5118" CPP E. = 4.8118" CPP S.E. = 4.91CATCH BASINGRATE ELEVATION = 9.3512" CPP S.W. 5.55CATCH BASINGRATE ELEVATION = 9.3112" CPP N.E. = 5.0624" CMP S.E. = 5.0110.8011.1511.4210.7510.5810.5210.3910.6310.22CATCH BASINGRATE ELEVATION = 9.9024" INVERT N = -0.3224" INVERT S = -0.032" PVC N = 8.06CATCH BASINGRATE ELEVATION = 11.46 SEWER MANHOLERIM ELEVATION = 10.848" PVC N = 1.388" PVC S = 1.629.879.539 . 5 6 9.759. 6 9 9 . 4 5 9 . 4 7 9.73 10.0510.0410.1410.2310.1510.1110.0910.3710.3610.4010.3410.3710.4210.4510.4110.2310.0910.0510.0610.1510.1810.2310.1810.3410.2910.3110.3410.3610.4710.4810.4110.4210.2210.1010.0810.0510.1410.1910.0910.1210.2110.2010.119.799.649.909.869.9410.2210.2810.169 . 8 29.9510.0410.0210.0310.0010.059.989.9610.4310.281 0 . 2 8 10.3410.3510.3210.2810.2710.309 . 9 5 9. 9 99.999.9910.009.9610.0010.0010.0010.0810.0810.0510.0110.009.9710.009.9310.0410.1410.2410.3810.1510.099 . 9 4 9 . 7 1 10.5010.6410.6710.6610.7510.7810.3010.2410.3210.4310.6010.4210.1510.1010.6010.5710.9410.5310.2410.2310.2110.3310.299.7010.0210.069.789.769 . 6 7 9 . 6 6 1 0 . 1 7 9 . 9 2 10.199. 9 4 1 0 . 1 3 10.109. 8 7 9.719 . 7 9 9.64 9.8010.2410.4210.5010.5310.521 0 . 4 7 10.1110.009 . 9 79.9010.1010.4310.2310.2410.2810.229.649. 8 310.0010.3310.4010.2610.1410.0610.4510.2210.1710.1910.3710.4510.4910.3510.3510.3610.3610.4910.5410.5910.6810.739 . 8 9 9.9310.1410.3510.3210.7510.7710.5610.6010.8110.7410.9010.5910.6910.8110.679 . 9 3 10.0810.1810.1410.029.959. 6 69.809 . 8 6 9 . 9 0 9.879 . 8 210.2410.3810.2110.2510.2410.339.469.889.639 . 6 6 9 . 6 0 9. 4 99.439.799.3610.1310.1010.1410.149 . 6 4 9.5210.4210.1910.1410.9010.5010.5210.3810.3010.1710.039.949.7510.0110.8410.8910.8210.7510.7410.7610.7310.7110.7310.6510.6610.6610.6410.6510.6610.6910.6510.6610.4410.451 0 . 3 9 10.3710.5010.5110.7510.6610.5810.5010.4410.4410.3910.1810.0810.3910.3110.5810.5710.6110.6110.6310.7010.6410.5810.6510.7110.8410.8310.1410.2810.3210.2910.3110.2010.1010.2410.2710.4810.5110.5310.5210.3610.2510.199. 8 9 10.3410.4210.3110.099.9210.0910.0010.2710.3210.4610.4310.7210.5110.5910.7110.5710.6810.5510.5910.5610.5010.6211.0811.1610.9611.0711.2510.4910.5010.4710.4511.3911.3310.5410.3811.1410.4610.7510.8710.7210.8610.5910.6910.8010.4010.4810.4910.6110.4910.5310.4010.4610.4310.4810.4210.5210.7010.8210.7110.5010.4510.6710.079.9910.0610.1910.029.719.9710.2510.119.919.809.7710.2110.6310.6010.3010.3810.7910.4310.0110.4010.1610.1310.1710.4410.5710.4810.4410.4811.2211.2111.3311.2610.6410.7610.6910.4310.8510.7911.4811.1611.1811.0110.9910.9910.5811.0810.7110.7610.579.889.568.548.219.739.159 . 0 2 9 . 7 610.8710.1810.4710.2310.3810.3810.4010.4811.0310.8710.8410.5410.5610.5610.8110.4710.5210.6010.6010.9710.7410.3310.1310.0310.0910.1710.3410.3810.4010.1810.1210.1210.0710.3010.3010.2610.1710.2010.2710.4010.4610.4810.6410.9210.1010.0710.0410.3210.3910.4310.5510.6010.6410.6010.4810.3510.0910.0610.2010.4710.589 . 9 910.2110.1310.1610.1610.2910.5110.5210.5510.5010.8610.7610.7210.5210.4110.0810.2310.1810.1710.079 . 9 910.099.979 . 9 39.9810.0810.119 . 9 2 9.9910.0410.249.589 . 4 99.539.559 . 5 59.719.8710.129 . 9 810.0110.0410.3410.3010.15GTGTGTGTGTGTTELTELWMBTVHHTEL10.6310.6710.7910.7210.479.969.579.169.1011.0611.0711.1310.9111.1311.1011.2511.0911.0311.0411.1811.0710.8410.7210.6710.8110.9110.8010.8810.6010.7610.7510.3110.1210.0410.2610.5410.7910.4810.1910.4510.6910.4410.18CATCH BASINGRATE ELEVATION = 9.3618" CPP NE = 2.6118" CPP S = 2.11 CLIENT: TITLE:FILE NO.:SHEET OFNO.REVISION DESCRIPTIONDATEBY COASTAL 28421 BONITA CROSSINGS BOULEVARD ENGINEERING CONSULTANTS INC. COASTAL AND MARINE ENGINEERING ENVIRONMENTAL AND GEOLOGICAL SERVICES LAND AND MARINE SURVEY AND MAPPING BONITA SPRINGS, FLORIDA 34135 PHONE: (239)643-2324 FAX: (239)643-1143 www.coastalengineering.com E-Mail: info@cecifl.com Serving Florida Since 1977 U.S 41 (TAMIAMI TRAIL NORTH)SOUTHBOUNDPARCEL 2PARCEL "A"GATEWAY SHOPPES13575 TAMIAMI TRAIL NORTH(PLAT BOOK 52, PAGE 75)PARCEL NO. 65997500027THIS DOCUMENT, AND THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY COASTAL ENGINEERING CONSULTANTS, INC. (CECI) OR ITS SUBSIDIARIES SHALL BE WITHOUT LIABILITY TO CECI OR ITS SUBSIDIARIES. CHECKED: F.B. ACAD NO. PG. DRAWN: DATE: REF. NO. SCALE: SEC.TWP.RNG.23.20732BENDERSON DEVELOPMENT 1" = 40' 25E48S 23.207 23.207 MMW RJE 16 LEGENDTELWMBTV - DENOTES FIRE HYDRANT - DENOTES IRRIGATION VALVE - DENOTES ELECTRIC SERVICE - DENOTES WATER METER BOX - DENOTES WATER VALVE - DENOTES CATCH BASIN - DENOTES CABLE SERVICE - DENOTES SEWER MANHOLE - DENOTES TELEPHONE SERVICE - DENOTES LIGHT POLE - DENOTES POWER POLE - DENOTED UNDERGROUND GAS LINE MARKER - DENOTES FIRE DEPARTMENT VALVEUGLPGPARTIAL AS BUILT SURVEY OF A PORTION OF THE SOUTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER OF SECTION 16, TOWNSHIP 48 SOUTH, RANGE 25 EAST, LYING WEST OF THE NEW U.S. 41 AS RECORDED IN O.R. BOOK 2658, PAGE 2458 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.CXX - CURVE TABLECURVEC1RADIUS3719.72'DELTA13°31'27"LENGTH878.00'CHORD875.96'BEARINGN07°25'21"WSCALE: 1" = 40'402004080E680 74 01/11/24 3.A.dPacket Pg. 196Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 10.7010.5210.6010.5110.5510.4811.0210.8910.7810.7010.7610.6210.61STORM MANHOLERIM ELEVATION = 11.05RUSTED SHUTGTGTGTGTGTUGLPGTELTELCATCH BASIN DS#44GRATE ELEVATION = 9.3542" CPP E = -1.2542" CPP W = -1.3024" CPP S = 5.15BOTTOM = -1.48CATCH BASIN DS N-7GRATE ELEVATION = 9.6042" CPP N. = -3.10CATCH BASIN DSD#P5GRATE ELEVATION = 9.9818" STEEL SOUTHEAST = 4.88CATCH BASINGRATE ELEVATION = 6.7018" RCP E = 1.72CATCH BASINGRATE ELEVATION = 9.8530" CPP N = 0.2530" CPP SW = 0.45BOTTOM = -0.27CATCH BASINGRATE ELEVATION = 9.9324" INVERT N = 0.2324" INVERT S = 0.9212" INVERT W = 4.222" PVC = 8.10CATCH BASINGRATE ELEVATION = 11.1812" PVC SOUTH = 7.39CATCH BASIN DS#1GRATE ELEVATION = 9.6918" CPP E = 5.44CATCH BASIN DS#9GRATE ELEVATION = 9.7718" CPP W = 6.02CATCH BASIN DS#21GRATE ELEVATION = 9.3918" CPP S = 4.7418" CPP NE = 4.79CATCH BASIN DS#7GRATE ELEVATION = 9.4718" CPP W. = 4.9236" CPP N. = 1.3242" CPP S. = 0.07CATCH BASIN DS#5GRATE ELEVATION = 9.4624" CPP E. = 1.0618" CPP W. = 4.0136" CPP S. = 1.26CATCH BASIN DS#10GRATE ELEVATION = 9.5118" CPP W. = 5.05CATCH BASIN DS#13GRATE ELEVATION = 9.3624" CPP W. = 4.7518" CMP N.E. = 4.9124" CMP S.E. = 4.61CATCH BASIN DS#14GRATE ELEVATION = 9.4618" CPP NE = 1.5618" CPP SW = 1.7624" CPP NW = 3.91CATCH BASINGRATE ELEVATION = 8.4818" CPP WEST = 5.64CURB INLETGRATE ELEVATION = 9.86STORM MANHOLERIM ELEVATION = 10.26STORM MANHOLERIM ELEVATION = 10.3218" CPP NORTHEAST = 4.9818" CPP WEST = 5.22CATCH BASINGRATE ELEVATION = 10.52CATCH BASINGRATE ELEVATION = 7.1118" CPP EAST = 4.72CATCH BASIN DS#20GRATE ELEVATION = 9.3918" CPP N = 4.8318" CPP E = 0.5218" CPP W = 0.52CURB INLET DS#22GRATE ELEVATION = 10.10STORM MANHOLERIM ELEVATION = 9.98SEWER MANHOLERIM ELEVATION = 10.6210" PVC EAST = 1.9910" PVC WEST = 1.94SEWER MANHOLE #1RIM ELEVATION = 10.8110" PVC EAST = 0.8310" PVC NORTH = 0.5710" PVC WEST = 0.56STORM MANHOLERIM ELEVATION = 10.2918" CPP NORTHEAST = 4.6918" STEEL NORTHWEST = 5.09CATCH BASIN DS-N8GRATE ELEVATION = 10.2418" CPP S = 4.16BOTTOM = 2.24STORM MANHOLERIM ELEVATION = 10.2212" PVC NORTHEAST = 6.6018" EAST = 5.00SEWER MANHOLERIM ELEVATION = 9.06ASPHALTPARKINGASPHALTPARKINGASPHALTPARKINGASPHALTPARKINGASPHALTPARKINGASPHALTPARKINGASPHALTPARKINGASPHALTPARKINGASPHALTPARKINGASPHALTPARKINGASPHALTPARKINGASPHALTPARKINGZEPPE'S895 WIGGINS PASS ROADONE STORYCOMMERCIAL STRUCTUREFINISHED FLOOR ELEVATION = 11.23 NAVD5'± CONCRETE SIDEWALK6'± CONCRETE SIDEWALK6'± CONCRETE SIDEWALK5'± CONCRETE SIDEWALK12.6' X 13.4'TRASHENCLOSURE12.5' X 13.4'TRASHENCLOSURE12.6' X 13.5'TRASHENCLOSUREASPHALTENTRANCELIFT STATIONAND CHAINLINK FENCE9.9' X 19.8'CONCRETE PADBACK FLOWPREVENTORONCONCRETE PADC1BENCHMARKX-CUT IN NORTH RIM OFCATCH BASINELEVATION = 9.43 NAVDBENCHMARKX-CUT IN NORTH RIMOF MANHOLEELEVATION = 10.38 NAVDTELTELTELCATCH BASINGRATE ELEVATION = 9.5018" RCP WEST = 5.00CATCH BASINGRATE ELEVATION = 9.3718" RCP EAST = 4.5724" RCP WEST = 1.11CATCH BASINGRATE ELEVATION = 6.4824" RCP NORTH = 3.86SEWER MANHOLERIM ELEVATION = 10.80INVERT SOUTH = 4.98INVERT NORTHEAST = 4.92STORM MANHOLERIM ELEVATION = 10.20CATCH BASINGRATE ELEVATION = 6.70BENCHMARKNORTH FLANGE BOLT ONFIRE HYDRANTELEVATION = 13.03 NAVDBENCHMARKSTEAMER FLANGEBOLTELEVATION = 12.96 NAVDCURB INLET5'± CONCRETE SIDEWALK5'± CONCRETE SIDEWALK7.8'± CONCRETE SIDEWALK(BUILDING UNDERCONSTRUCTION)ASPHALTENTRANCEN00°42'19"W 339.95'C1N45°34'26"E 76.30'N87°58'27"E 27.92'N01°30'39"W 12.00'N88°29'21"E 525.00'S01°30'39"E 2.21'S88°29'21"W 266.93'S01°30'39"E 12.00'UGLPGUGLPGTELTELTVTCBOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUWATER ACCESSVAULTUNKNOWNMANHOLEOHUOHUOHUOHUSTORM MANHOLERIM ELEVATION = 10.2618" EAST = 5.3410" PVC NORTH = 7.6610.6010.5410.4710.289.689.669 . 7 4 9.829.8910.0710.4210.2210.1210.1510.6310.6310.5910.5610.6610.9710.8610.7710.7010.3810.2610.2610.3410.3910.4210.3910.3910.331 0 . 0 1 10.1210.3910.4510.349.309.7310.0010.0810.3110.5210.8310.88 10.8610.8210.8310.8710.8010.7810.769.499.8210.2910.5510.5810.7110.5810.6210.7610.6810.6710.6410.2810.2410.4010.4210.4310.4010.3410.2410.229.909.649 . 5 3 9 . 8 5 9.8810.2010.5810.5510.5910.5810.6210.6210.6310.6310.6410.6210.6610.6310.6410.3810.2810.3010.2610.2810.3810.4010.3410.3010.4110.5110.5410.4610.4510.4110.3310.2510.2310.2610.099.689 . 8 5 10.1410.1210.2910.199 . 9 5 10.049.8410.3010.4910.4910.3210.009.889.919 . 9 3 9.9210.069.929.9410.2710.3110.4210.5210.4510.4010.2210.2510.2510.429.809.9110.6410.6810.6310.6210.5610.7210.6610.6310.6010.6210.6210.7010.6610.6610.6810.6410.6110.5810.4610.3710.4410.4510.3010.3010.4310.1910.1710.1010.1710.3210.2810.2110.2110.4210.3210.3710.3610.4210.2610.2610.2410.1310.2010.329.959 . 8 4 9.889.909.969.889.919.969.9410.059 . 6 6 9.989.989.989.939 . 9 5 10.0210.009.939.389.649 . 9 0 10.049.969 . 7 1 9 . 3 3 9. 7 1 9 . 9 8 9.729.989.979.959.929 . 8 9 9.969 . 9 4 9 . 9 79.769.909.9310.069.9810.0610.1410.2010.1410.1610.1710.2910.3810.3910.3910.2610.2810.2510.341 0 . 2 9 10.2410.2710.2610.3210.069.579.539.569.569.779.9910.3410.659.639.749.789.8310.0610.4710.4310.159.649.8310.7110.6510.4410.3210.2410.3310.3910.3210.099.689 . 6 6 9.6510.4610.469. 6 89.7510.1710.001 0 . 0 9 9.9710.0810.1610.5210.5210.019.749.709.7310.099.589. 7 19.9310.3110.3910.3410.1110.069.729.649.449 . 9 010.4210.4210.019 . 9 1 9.9510.049.959.9210.0510.1310.3810.4010.3610.4010.1710.0910.0210.0810.0310.1410.2510.3310.0210.2610.059.709.829.9710.0810.2010.1910.089.969.789 . 7 7 9 . 7 010.179. 9 4 9 . 9 3 9 . 9 2 9.959.999.749.629.719.829.879.569.899 . 9 69.949.899.9610.0010.1310.1510.251 0 . 1 8 10.2810.5010.4310.3710.3810.2710.249. 9 0 9.889.959.919.78CATCH BASIN DS#2GRATE ELEVATION = 9.4418" CPP E. = 5.046" PVC W. = 5.34CATCH BASIN DS#8GRATE ELEVATION = 9.4542" CPP N = 0.2518" CPP E. = 5.0018" CPP W. = 5.2042" CPP S = -2.55CATCH BASIN DS#6GRATE ELEVATION = 9.5318" CPP E. = 4.7212" CPP N.W. = 4.68CATCH BASIN DS#4GRATE ELEVATION = 9.5118" CPP E. = 4.8118" CPP S.E. = 4.91CATCH BASINGRATE ELEVATION = 9.3512" CPP S.W. 5.55CATCH BASINGRATE ELEVATION = 9.3112" CPP N.E. = 5.0624" CMP S.E. = 5.019.549.359.359.449 . 5 5 9 . 6 6 9 . 7 2 9.8510.1310.129.969 . 9 09.8810.0210.1010.1810.3010.8310.8410.8310.8410.8510.8510.7410.6010.6810.9410.6310.6610.9110.8910.8810.9210.3810.3610.4010.5810.6410.4910.5610.4610.3810.3610.4610.466.4210.7810.8410.8410.8010.8011.1511.4210.7510.5810.5210.3910.6310.4210.2810.4410.2211.0210.9010.9411.2011.5311.4211.4011.4211.3211.3011.3411.5311.5311.4011.399.42 9.59 9.799.789.8110.0110.199.9610.0310.2710.4310.9310.6410.5110.3910.319.769.369.228.758.35 11.2811.5311.2210.8511.5611.7311.6711.6111.3411.1811.1010.9911.0210.8310.7210.7310.6610.4910.2510.1210.0610.2110.4010.3810.5810.8111.1511.1011.1011.3111.3711.3311.4211.5811.2411.2711.4511.5011.4611.3511.1610.9610.5910.199.769.239.159.058.7910.049.769.759.719.9610.0910.0810.029.919.879.879.869.869.759.629.759.749.789.799.789.749.74TELWMBCATCH BASINGRATE ELEVATION = 9.9024" INVERT N = -0.3224" INVERT S = -0.032" PVC N = 8.06CATCH BASINGRATE ELEVATION = 11.464" PVC = 6.42CATCH BASINGRATE ELEVATION = 8.9324" INVERT E = 8.93SLOT = 7.70CATCH BASINGRATE ELEVATION = 9.5818" RCP E = 6.27CATCH BASINGRATE ELEVATION = 6.9028" RCP NE = -1.41CATCH BASINGRATE ELEVATION = 6.6154" RCP E = -2.02CATCH BASINGRATE ELEVATION = 9.76CATCH BASINGRATE ELEVATION = 9.95 SEWER MANHOLERIM ELEVATION = 10.848" PVC N = 1.388" PVC S = 1.62STORM MANHOLERIM ELEVATION = 11.71SEWER MANHOLERIM ELEVATION = 10.55STORM MANHOLERIM ELEVATION = 10.07INVERT N = 3.10INVERT SW = 2.34INVERT E = 2.2412.8' X 13.3'TRASHENCLOSURESEWER MANHOLE #2RIM ELEVATION = 10.50STORM MANHOLERIM ELEVATION = 10.26INLET = 9.51N01°30'39"W 70.18'755.83'S01°30'39"E 7.50'N88°29'21"E 321.49'RIGHT OF WAY DEDICATION(O.R. BOOK 5325, PAGE 283)GATEWAY SHOPPESEXISTING SHOPPING CENTER13585 TAMIAMI TRAIL NORTHONE STORYCOMMERCIAL STRUCTUREFINISHED FLOOR ELEVATION = 11.41 NAVD EXISTING COMMERCIAL RETAIL BUILDING 9.879 . 5 3 9. 5 6 9.759.699.459.9310.0410.1410.2410.3810.1510.099 . 9 4 9. 7 1 10.5010.6410.6710.6610.7510.7810.3010.2410.3210.4310.6010.4210.1510.1010.6010.5710.9410.0210.069.789.769.679. 6 6 10.179.9210.199.941 0 . 1 3 10.109 . 6 4 10.5710.6110.6110.6310.7010.6410.5810.6510.2810.3210.2910.3110.2010.1010.2410.2710.4810.5110.5310.5210.3610.2510.199.899 . 8 29.6210.4210.4610.4410.4410.4610.3910.3610.3310.2310.2510.3710.5410.5410.4010.5010.5410.4310.371 0 . 4 610.3810.1710.2210.4010.6610.4210.5410.4510.6510.3410.3010.3610.3610.4210.3610.5610.4210.4010.3810.3710.4510.4010.2610.2010.3810.0610.0110.0610.3810.3010.3510.3710.5610.5210.2710.2510.2510.3310.5410.7210.8611.0310.5810.5710.5910.2010.0610.1110.4010.129.9210.1010.109.579 . 6 6 10.1510.3310.2810.0810.3010.3310.3910.6010.7210.7110.8210.6010.4810.3810.261 0 . 3 510.4410.4910.6210.8210.4910.4811.2211.2111.3311.2610.6410.7610.6911.0810.7110.7610.579.889.568 . 5 4 8 . 2 1 9 . 7 3 9 . 1 5 9.029.7610.8710.1810.4710.2310.3810.3810.4010.4811.0310.8710.8410.5410.5610.5610.8110.4710.5210.6010.6010.9710.7410.3310.1310.0310.0910.1710.3410.3810.4010.1810.121 0 . 1 210.0710.3010.3010.2610.1710.2010.2710.4010.4610.4810.6410.9210.1010.0710.049.5510.3210.3910.4310.5510.6010.6410.6010.4810.3510.0910.0610.2010.4710.589 . 9 910.211 0 . 1 310.1610.1610.2910.5110.5210.5510.5010.8610.7610.7210.5210.4110.0810.2310.1810.1710.079.9910.099 . 9 7 9. 9 39.9810.0810.119.929.9910.0410.249 . 5 89.499.539 . 5 5 9 . 5 5 9 . 7 19.8710.0910.3010.109.859.729.7510.079.889.649.609.689.609.849.9110.059.909.9710.2510.1510.129 . 9 810.0110.049.809.6910.3410.3010.159. 6 6GTGTGTGTGTGT GTGTGTGTHHHHHHTVTVGT9.9810.0410.0710.2010.1310.059 . 8 79.769.709.739 . 9 710.1010.0411.0611.0711.1310.9111.1311.1011.2511.0911.0311.0411.1811.0710.8410.7210.6710.8110.9110.8010.8810.6010.7610.7510.3110.1210.0410.2610.5410.7910.4810.1910.4510.6910.4410.18STORM MANHOLERIM ELEVATION = 11.5012" PVC N = 6.9512" PVC S = 8.008" PVC S = 9.15CATCH BASINGRATE ELEVATION = 9.3618" CPP NE = 2.6118" CPP S = 2.11CATCH BASINGRATE ELEVATION = 9.6424 RCP N = 5.4324" RCP S = 4.53CATCH BASINGRATE ELEVATION = 9.6424 RCP N = 5.42 CLIENT: TITLE:FILE NO.:SHEET OFNO.REVISION DESCRIPTIONDATEBY COASTAL 28421 BONITA CROSSINGS BOULEVARD ENGINEERING CONSULTANTS INC. COASTAL AND MARINE ENGINEERING ENVIRONMENTAL AND GEOLOGICAL SERVICES LAND AND MARINE SURVEY AND MAPPING BONITA SPRINGS, FLORIDA 34135 PHONE: (239)643-2324 FAX: (239)643-1143 www.coastalengineering.com E-Mail: info@cecifl.com Serving Florida Since 1977WIGGINS PASS ROADTHIS DOCUMENT, AND THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY COASTAL ENGINEERING CONSULTANTS, INC. (CECI) OR ITS SUBSIDIARIES SHALL BE WITHOUT LIABILITY TO CECI OR ITS SUBSIDIARIES. CHECKED: F.B. ACAD NO. PG. DRAWN: DATE: REF. NO. SCALE: SEC.TWP.RNG.23.20733BENDERSON DEVELOPMENT 1" = 40' 25E48S 23.207 23.207 MMW RJE 16 LEGENDTELWMBTV - DENOTES FIRE HYDRANT - DENOTES IRRIGATION VALVE - DENOTES ELECTRIC SERVICE - DENOTES WATER METER BOX - DENOTES WATER VALVE - DENOTES CATCH BASIN - DENOTES CABLE SERVICE - DENOTES SEWER MANHOLE - DENOTES TELEPHONE SERVICE - DENOTES LIGHT POLE - DENOTES POWER POLE - DENOTED UNDERGROUND GAS LINE MARKER - DENOTES FIRE DEPARTMENT VALVEUGLPGPARTIAL AS BUILT SURVEY OF A PORTION OF THE SOUTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER OF SECTION 16, TOWNSHIP 48 SOUTH, RANGE 25 EAST, LYING WEST OF THE NEW U.S. 41 AS RECORDED IN O.R. BOOK 2658, PAGE 2458 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.CXX - CURVE TABLECURVEC1RADIUS3719.72'DELTA13°31'27"LENGTH878.00'CHORD875.96'BEARINGN07°25'21"WSCALE: 1" = 40'402004080U.S 41 (TAMIAMI TRAIL NORTH)SOUTHBOUNDPARCEL 2PARCEL "A"GATEWAY SHOPPES13575 TAMIAMI TRAIL NORTH(PLAT BOOK 52, PAGE 75)PARCEL NO. 65997500027EAST QUARTER CORNER OF SECTION 16,TOWNSHIP 48 SOUTH, RANGE 25 EASTE680 74 01/11/24 3.A.dPacket Pg. 197Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) ORDINANCE NO. 21 - 2 6 AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AMENDING ORDINANCE NO. 02-51, THE LAWMETKA PLAZA PLANNED UNIT DEVELOPMENT BY ADDING A THIRD ACCESS DRIVE ON WIGGINS PASS ROAD FOR DELIVERY VEHICLES; BY MODIFYING THE TRANSPORTATION COMMITMENT FOR TURN LANES; AND ADDING DEVIATIONS FOR ADDITIONAL SIGNAGE AND A REDUCTION TO A LANDSCAPE BUFFER; BY REVISING THE MASTER PLAN, AND PROVIDING AN EFFECTIVE DATE. THE SUBJECT PROPERTY, CONSISTING OF 34+/- ACRES, IS LOCATED ON THE NORTHWEST CORNER OF WIGGINS PASS ROAD (CR 888) AND TAMIAMI TRAIL NORTH (US 41), IN SECTION 16, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA. IPL201900014891 WHEREAS, on October 8, 2002, the Board of County Commissioners approved Ordinance No. 2002-51, which established the Lawmetka Plaza Planned Unit Development PUD); and WHEREAS, Kellie Clark PE of Kimley Horn & Associates, Inc. representing Benderson Properties, Inc. fka Benderson Development Company, Inc. and WR-1 Associates, Ltd., petitioned the Board of County Commissioners of Collier County, Florida, to amend Ordinance 2002-51, the Lawmetka Plaza PUD. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA that: SECTION ONE: Amendment to Section II, of the Planned Unit Development Document attached to Ordinance No. 2002-51, Lawmetka Plaza PUD. Section II of the PUD Document attached to Ordinance No. 2002-51 is hereby amended to read as follows: 19-CPS-01959/1640070/1]210 Lawmetka Plaza Words underlined are added;words struck through are deleted. Page 1 of 5 PL20190001489 6/8/21 3.A.d Packet Pg. 198 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) SECTION II Property Ownership, Legal Description Short Title and Statement of Unified Control 2.1 Property Ownership The subject property is currently under the ownership of Benderson Company Properties, Inc. and WR-I Associates, LTD. 2.3 General Description of Property Physical Description The site is generally flat and naturally drains to the east and west. Access to the property will be via few five entrances, two on U.S. 41 and two three from Wiggins Pass Road. A Wetland Preserve Area, comprising 8.5 acres, is located along the western portion of the property. The flood elevation of the subject property is AE 11. SECTION TWO: Amendment to Section IV of the Planned Unit Development Document, attached to Ordinance No. 2002-51, Lawmetka Plaza PUD. Section IV of the PUD Document attached to Ordinance No. 2002-51 is hereby amended to read as follows: SECTION IV General Development Regulations 4.14 Signs All signage shall be in conformance with Division 2.5 of the LDC except as provided in Section XI; and: however, Platted interior tracts are permitted two (2) ground signs at the tract entrance, not to exceed a total of one hundred and twenty (120) feet at each tract entrance. 19-CPS-01959/1640070/1]210 Lawmetka Plaza Words underlined are added;words struck through are deleted. Page 2 of 5 PL20190001489 6/8/21 3.A.d Packet Pg. 199 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 4.16 Landscaping All landscaping shall be in conformance with Section division 2.1 4.06 of the LDC except as provided in Section XI. SECTION THREE: Amendment to Section V of the Planned Unit Development Document, attached to Ordinance No. 2002-51, Lawmetka Plaza PUD. Section V of the PUD Document attached to Ordinance No. 2002-51 is hereby amended to read as follows: SECTION V Permitted Uses and Dimensional Standards for Tracts A and B 5.6 Dimensional Requirements G. Minimum Landscaping Requirements As required by Section Division 24 4.06 of the LDC except as provided in Section XI. SECTION FOUR: Amendment to Section VIII of the Planned Unit Development Document, attached to Ordinance No. 2002-51, Lawmetka Plaza PUD. Section VIII of the PUD Document attached to Ordinance No. 2002-51 is hereby amended to read as follows: SECTION VIII Transportation Requirements 8.2 The developer shall provide left and right turn lanes on Wiggins Pass Road at the project's two entrances middle entrance and eastern access drive no later than 24 months after the Lawmetka Plaza PUDA (Application/Petition. No. PL20190001489) is approved for the first structure requiring access from Wiggins Pass Road. The eastern most entrance shall be a right-in / right-out drive only. Concurrent with the right turn lane construction, developer will also install a permanent traffic separator in the median to prevent left turns into and out of the site at the eastern most entrance. The western most entrance shall be limited to service vehicle and delivery vehicle use only and will be a 19-CPS-01959/1640070/1]210 Lawmetka Plaza Words underlined are added;words struckare deleted. Page 3 of 5 PL20190001489 6/8/21 3.A.d Packet Pg. 200 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) full access drive. Collier County reserves the right to install, modify, or close medians in its sole discretion in the exercise of its police power based on road safety and capacity. SECTION FIVE: Amendment to Section XI of the Planned Unit Development Document, attached to Ordinance No. 2002-51, Lawmetka Plaza PUD. Section XI of the PUD Document attached to Ordinance No. 2002-51 is hereby added to read as follows: SECTION XI Deviations 11.1 Deviation #1 seeks relief from LDC Section 5.06.04.F.3, "Directory Signs", which permits one directory sign at one entrance on each public street, to allow for three directory signs to be permitted, one at the entrance along US 41, one at the eastern entrance along Wiggins Pass Road, and one at the intersection of Wiggins Pass Road and US 41. 11.2 Deviation #2 seeks relief from LDC Section 4.06.02 C.4., "Type D Buffer," which requires that developments of 15 acres or more and developments within an activity center shall provide a perimeter landscape buffer of at least 20-feet in width regardless of the width of the right-of-way, to allow for a minimum 10-foot wide enhanced Type D Buffer in the portion of buffer on the south boundary along Wiggins Pass Road between US 41 and the project's middle access drive. The buffer will consist of: 1. One tree or palm equivalent spaced 25 feet on center in addition to the minimum number of trees required to meet the Type D buffer requirement. 2. Trees shall be a minimum height of 15 feet. 3. Shrubs shall be a minimum height of 30 inches. SECTION SIX: Amendment to PUD Master Plan, Exhibit A, of the Planned Unit Development Document, attached to Ordinance No. 2002-51, Lawmetka Plaza PUD. Exhibit A, PUD Master Plan, is hereby deleted in its entirety and replaced with Exhibit A attached hereto and incorporated herein. SECTION SEVEN: Effective Date. This Ordinance shall become effective upon filing with the Department of State. 19-CPS-01959/1640070/11210 Lawmetka Plaza Words underlined are added;words struck through are deleted. Page 4 of 5 PL20190001489 6/8/21 3.A.d Packet Pg. 201 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) KIFTM Civi11048649064-Sanderson-Gateway Shoppes\GISlmrds1Revised Masterplan_wLegend.mxd-6/24/2020 6:27:16 PM-MalloryClancyo DR.; mwm`© X0 a ,m O 70AmCZL3Nns82mN= FD m N5 O 4- -- - - - -- - - - - • - - - - - TInw33 FT - -n> = 1 1 i g I 1 yrnO-`oi (0 1 -01 rt 1 23 I D00'M A -'1 1.----4 o m m L, PS) , ow I ul X1 1Hu, I`_p -I V n A I C 1 0o D m 8 D mr Ico1 `L I CI r O m r comSur ` G o I I pry `` 1 1 tll <mZ T Ig 1„ - I G j A73 IIZ1 c00 418 I(!) 1 Drn OI BOADJ.5AG— %\ 0 cvnIv41z I1 1 m I m IO cn IH D I n m I 9- UID11 -ziicn w 11 z I AOTZ Iz0 O C1 D 73 N$ 1 zfn ACN1 m A I 1 2q 0 n r zi 11 rs y D c 1 m -1 O I ^z m m 1 Imp o mZ I I 1 o IAa. a. 1 1 i 1 }Am° 1 -IA o oC rc 0 0 < 1 m13 pr 0 a DD > A i 0 Nsm J O ZD m °m DO 0 P, m m P,q m Z n O cn o < 1:14 a n co D NI Zgl N y T L S z r. r z 6 w> ZOO( m 1) - o z n , z mO Z-4 CO D >0 0 0 zz ii O rM Cim - m O < xi ozy < c ci7Aaz i rn r uca co <- m 15nz m N p mT. 00 x Om 1/ 0r H zzT 0 D mDT D m0 A OOOWmqvN r m m .c D o 0m 0 D 2 m-' m z D m r m= F o Z m m< 2o m n, om O g 0aco Z 0 1 T - D ',II n cn O1wz _I >n D O d m c A p' .- P. Ap h. m co z C I+ M If I+ it A 3.A.dPacket Pg. 202Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PASSED AND DULY ADOPTED by super-majority vote of the Board of County Commissioners of Collier County, Florida,this 134"' day of IA I, 2021 . ATTEST:BOARD OF COUNTY COMMISSIONERS CRyWL I . KINZEL, CLERK COLL R UNTY, FLORIDA BY. N Qr 4-0C._ By: 7)kttest`aSt4, n,..,: Jerk Penny ylor, Chai an Approved as`to form and legality: OUL . HFAC Heidi Ashton-Cicko 6-8-21 Managing Assistant County Attorney Exhibit A—Revised PUD Master Plan This ardhvance flied with the Mof 's (f ''`th e, of . )I.9 and acknowledgement that filltart iyed this ri y of J .a 04. . By it _ .e til 19-CPS-0 1 95 9/1 640070/1]210 Lawmetka Plaza Words underlined are added;words struck through are deleted. Page 5 of 5 PL20190001489 6/8/21 3.A.d Packet Pg. 203 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) FLORIDA DEPARTMENT Of STATE RON DESANTIS LAUREL M.LEE Governor Secretary of State July 20, 2021 Ms. Martha Vergara, BMR& VAB Senior Deputy Clerk Office of the Clerk of the Circuit Court Comptroller of Collier County 3329 Tamiami Trail E, Suite #401 Naples, Florida 34112 Dear Ms. Vergara: Pursuant to the provisions of Section 125.66, Florida Statutes, this will acknowledge receipt of your electronic copy of Collier County Ordinance No. 2021-26, which was filed in this office on July 20, 2021. Sincerely, Anya Grosenbaugh Program Administrator AG/lb R. A. Gray Building • 500 South Bronough Street • Tallahassee, Florida 32399-0250 Telephone: (850) 245-6270 3.A.d Packet Pg. 204 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) Lawmetka Plaza PL20240005412 7/15/2024 Words underlined are added: works struck through are deleted. Page 1 of 1 SECTION VIII Transportation Requirements ***** 8.2 The developer shall provide right turn lanes on Wiggins Pass Road at the project’s middle entrance and eastern access drive no later than 24 months 48 months after the Lawmetka Plaza PUDA (Application/Petition No. PL20190001489) is was approved, or prior to issuance of the certificate of occupancy for Publix, whichever occurs first. The eastern most entrance shall be a right-in / right-out drive only. Concurrent with the right turn lane construction, developer will also install a permanent traffic separator in the median to prevent left turns into and out of the site at the easter most entrance. The western most entrance shall be limited to service vehicle and delivery vehicle use only and will be a full access drive. Collier County reserves the right to install, modify, or close medians in its sole discretion in the exercise of its police power based on road safety and capacity. ***** 3.A.d Packet Pg. 205 Attachment: Attachment 3 - Applicant Backup Materials [Revision 1] (29572 : PL20240005412 Lawmetka PDI) 3.A.e Packet Pg. 206 Attachment: Attachment 4 - Legal Ad and Sign Posting (29572 : PL20240005412 Lawmetka PDI) 3.A.e Packet Pg. 207 Attachment: Attachment 4 - Legal Ad and Sign Posting (29572 : PL20240005412 Lawmetka PDI) 3.A.e Packet Pg. 208 Attachment: Attachment 4 - Legal Ad and Sign Posting (29572 : PL20240005412 Lawmetka PDI) 3.A.e Packet Pg. 209 Attachment: Attachment 4 - Legal Ad and 3.A.e Packet Pg. 210 Attachment: Attachment 4 - Legal Ad and Sign Posting (29572 : PL20240005412 Lawmetka PDI) 3.A.e Packet Pg. 211 Attachment: Attachment 4 - Legal Ad and 08/29/2024 COLLIER COUNTY Collier County Hearing Examiner Item Number: 3.B Doc ID: 29575 Item Summary: Petition No. PDI-PL20240005623 – A request for a comparable use determination that a sterile processing center is comparable, compatible, and consistent with the list of permitted uses in Section 3.3.A of the Naples Daily News Business Park Planned Unit Development (BPPUD), Ord. No. 06-49, as amended. The proposed use will occupy ±25,145 square feet of the approximately 186,000 square -foot building in Parcel A. The BPPUD is located at the southwest quadrant of the intersection of Immokalee Road and Arthrex Boulevard in Section 27, Township 48 South, Range 25 East of Collier County, Florida. Meeting Date: 08/29/2024 Prepared by: Title: Principal Planner – Zoning Name: Eric Ortman 08/07/2024 12:59 PM Submitted by: Title: Zoning Director – Zoning Name: Mike Bosi 08/07/2024 12:59 PM Approved By: Review: Transportation Management Operations Support Evelyn Trimino GMCDD Reviewer Completed 08/13/2024 3:30 PM Zoning James Sabo Review Item Skipped 08/20/2024 1:39 PM Zoning Ray Bellows Review Item Completed 08/20/2024 2:26 PM Zoning Mike Bosi Division Director Completed 08/20/2024 2:43 PM Hearing Examiner (GMD Approvers) David Merino Review Item Completed 08/22/2024 10:43 AM Hearing Examiner Andrew Dickman Meeting Pending 08/29/2024 1:00 PM 3.B Packet Pg. 212 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: ZONING DIVISION – ZONING SERVICES SECTION GROWTH MANAGEMENT DEPARTMENT HEARING DATE: AUGUST 29, 2024 SUBJECT: NAPLES DAILY NEWS BUSINESS PARK PUD COMPARABLE USE DETERMINATION - CUD-PL20240005623 ______________________________________________________________________________ PROPERTY OWNER/AGENT: Applicant/Owner: Agent: NCH Healthcare System, Inc. Robert Mulhere 350 7th Street North Hole Montes Naples, FL. 34102 950 Encore Way Naples, FL. 34110 REQUESTED ACTION: Request for a determination that the proposed use of a sterile processing center (SIC 5407) is comparable in nature to the list of permitted uses in Section 3.3.A of the Naples Daily News Business Park Planned Unit Development (BBPUD) adopted by Ordinance Number 2006-49, as amended (Attachment 1). GEOGRAPHIC LOCATION: The ±19.85-acre property (Folio #00168040601) is located on the south side of Immokalee Road, approximately one-quarter mile east of the intersection of Immokalee Road and Tamiami Trail North (U.S. 41) in Section 27, Township 48 South, Range 25 East, Collier County, Florida. (See location map on page 2.). 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 subject parcel (See graphic on page 3.): North: Immokalee Road then Collier Tract 22 (MUPUD). East: Creekside Commerce Park CPUD (commercial). South: Pelican Marsh PUD (residential and commercial). West: Granada Shoppes PUD (commercial). 3.B.a Packet Pg. 213 Attachment: Staff Report - NDN BBPUD (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) Naples Daily News Business Park PUD - CUD-PL20240005623 Page 2 of 6 3.B.aPacket Pg. 214Attachment: Staff Report - NDN BBPUD (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) Naples Daily News Business Park PUD - CUD-PL20240005623 Page 3 of 6 Collier County GIS PURPOSE AND DESCRIPTION OF PROJECT: The applicant seeks a determination that a sterile processing center (SPC) (SIC 5407) is comparable in nature to the list of permitted uses in Section 3.3.A of the Naples Daily News Business Park Planned Unit Development (BBPUD) adopted by Ordinance Number 2006-49, as amended (Attachment 1, Page 63.). NCH would collect used medical equipment and supplies from its area facilities and deliver them to a central location where they would be sterilized, re-packaged as sterile equipment/supplies, and distributed back to the NCH facilities. There is no specific SIC code for a SPC. The SPC would gather, sterilize, process, and redistribute the equipment/supplies to its various facilities. The SPC would be only for the internal use of NCH; there would be no retailing or wholesaling of the equipment/supplies to outside businesses. SIC 5047 – medical, dental, and hospital equipment and supplies – are establishments primarily engaged in the wholesale distribution of surgical and medical instruments, apparatus, and equipment which are used in medical facilities and Subject Property 3.B.a Packet Pg. 215 Attachment: Staff Report - NDN BBPUD (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) Naples Daily News Business Park PUD - CUD-PL20240005623 Page 4 of 6 hospitals. Staff and the applicant agree that SIC 5047 is the most closely related code for a n SPC in terms of hours of operation, traffic generated by the use, type of vehicles associated with the use, and the number of parking spaces. STAFF ANALYSIS: NCH purchased the PUD property in December 2020. Seeking to change the building’s use from newspaper production to a hospital administration facility with accessory records retention and blood banking, a Comparable Use Determination (CUD) was applied for and approved by HEX 21-24 (Attachment 1, Page 52). NCH now seeks a CUD that an SPC is comparable to the list of permitted uses in Section 3.3.A of Ord. No. 2006-49. The subject parcel has an Urban designation in the Future Land Use Element (FLUE) of the Growth Management Plan (GMP). The Urban designated areas are intended to accommodate most of the County’s population growth; new intensive land uses are intended to be located within the Urban designation. Thus, the Urban area will accommodate residential uses and a variety of non-residential uses. The subject property also lies adjacent to Mixed-Use Activity Center #2. The Mixed-Use Activity Center concept is designed to concentrate almost all new commercial zoning in locations where traffic impacts can readily be accommodated, to avoid strip and disorganized patterns of commercial development, and to create focal points within the community. The NCH complex, formerly the Naples Daily News newspaper production facility, is ideally located with respect to the Growth Management Plan. Per LDC §10.02.06.K, a Comparable Use Determination (CUD) process is to be used to determine whether a specified use is comparable in nature with the list of permitted uses and the purpose and intent statement of the specified zoning district, overlay, or PUD. After staff evaluation of the criteria (listed below) of LDC §10.02.06.K, the results are presented at a public hearing for the purposes of approval, approval with conditions, or denial. LDC §10.02.06.K Criteria listed in bold with staff analysis in regular font. A.The proposed use possesses similar characteristics to other permitted uses in the zoning district, overlay, or PUD, included but not limited to the following: i.Operating Hours: Smaller-size trucks will be used to both drop off the non/sterile equipment/supplies and to pick up the sterilized equipment/supplies for redistribution. Most of these trips will occur between 6:00 a.m. and 9:00 a.m. and between 3:00 p.m. and 6:00 p.m. Internally, operation of the facility will vary based on the demand for sterilized equipment and supplies and may occur up to 24 hours a day, seven days a week. Commercial uses about the property to the east and west. Residential development lies to the south; the distance between the SPC drop-off and pick-up and the closest home is 1,100 feet. A residential section of the PUD to the north is separated from the SPC by Immokalee Road and is 1,000 feet from the delivery/pick-up location. ii.Traffic Volume Generated/Attracted: A traffic analysis prepared by Trebilcock and Associates (Attachment 1, Page 28) determined that there will be reduction in both A.M. and P.M. peak-hour trips compared to the current allocation of space within the facility. It is estimated that there will be 20 truck trips per day associated with the SPC. There will be 50 employees working at the SPC divided into three shifts of 17 employees. 3.B.a Packet Pg. 216 Attachment: Staff Report - NDN BBPUD (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) Naples Daily News Business Park PUD - CUD-PL20240005623 Page 5 of 6 iii.Type of vehicles associated with the use: NCH employee vehicles will be the same type as those used by former NDN employees. Trucks servicing the SPC will be smaller than some of the trucks serving the NDN newspaper production , particularly those that delivered rolls of newsprint paper. iv.Number and type of required parking spaces: The Naples Daily News applied for and received a parking reduction (APR-2007-AR-11611 (Attachment 2) to a requirement for 346 spaces. NCH purchased the PUD property in December 2020. Seeking to change the building’s use from newspaper production to a hospital administration facility with accessory records retention and blood banking, an Administrative Parking Reduction (APR-PL20210000638) (Attachment 3) and Comparable Use Determination (CUD-PL20220000192) (HEX 21-24) were applied for and approved. The proposed new use and LDC 4.05.04.G resulted in a total parking requirement of 367 spaces. A large part of the applicant’s justification for the APR was that the warehouse/storage use would change from active to dead storage, which significantly reduced the warehouse/storage parking requirement from 109 spaces to two (2) spaces. Based on this reduction in demand, the applicant’s request to reduce the parking from 367 spaces to the 350 spaces currently available was granted. The 350 spaces are significantly greater than what would have been required based on using the dead storage requirement. CUD-PL20210000192, which approved the new use of the space for hospital administrative and allied services and blood banking, also voided APR-2007-AR-11611. The proposed SPC will again reconfiguration the building’s interior space taking the space needed for the SPC from the warehousing space. Using the approved two spaces for dead storage and the new proposed use results in a parking requirement of 305, as shown below. The proposed use results in a surplus of 45 spaces. The 350 spaces do not include eight (8) handicapped and 10 loading zone spaces. Use Sq. Ft. Rate Spaces Gen Office 77,563 1/300 258.5 Manuf./Processing 22,391 1/500 44.8 Warehousing* 86,549 -------* 2.0 Total 186,503 305.3 v.Business practices and activities: The proposed SPC will generate fewer peak-hour trips than the current use. There will be a parking surplus. The sterilization process will be quieter than a commercial printing press. Tractor trailers to supply bulky items such as rolls of newsprint will no longer be required. Overall, the SPC will operate more quietly with less intense business practices than the currently approved uses in the BBPUD. B.The effect of the proposed use would have on neighboring properties in relation to the noise, glare, or odor effects shall be no greater than that of other permitted uses in the zoning district, overlay, or PUD. Aside from delivery/pick-up of medical equipment and supplies, all SPC-related activities will occur indoors. Any glare from parked cars will be the same as when the facility was operated by the NDN. With no tractor trailers, any noise to neighbors will be less than the previous use. The SPC will not emanate malodorous odors. C.The proposed use is consistent with the GMP, meaning the applicable future land use designation does not specifically prohibit the proposed use; and, where the future land use designation contains a specific list of allowable uses, the proposed use is not omitted. 3.B.a Packet Pg. 217 Attachment: Staff Report - NDN BBPUD (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) Naples Daily News Business Park PUD - CUD-PL20240005623 Page 6 of 6 The NDN BBPUC was found to be consistent with the GMP. The proposed use is consistent with other permitted uses in the PUD therefore, the proposed use itself is consistent with the GMP. D.The proposed use shall be compatible and consistent with the other permitted uses in the zoning district, overlay, or PUD. Using the criteria stated above, the proposed use is compatible and consistent with other permitted uses in the BBPUD. Additionally, NCH occupies the entire Tract A of the PUD. E.Any additional relevant information as may be required by the County Manager or designee. The property lies between Immokalee Road and Creekside Boulevard and abuts commercial PUDs to the east and west. The loading dock is 900 feet south of the closest residence to the north, which is on the other side of Immokalee Road; the closest residence to the south is more than 1,000 feet from the loading dock. PUBLIC NOTICE: A newspaper advertisement (Attachment 4) for the Hearing Examiner public hearing is the only notice required per Administrative Code (Chapter 3L), and LDC §10.03.06.O in accordance with F.S. §125.66. The newspaper advertisement posted in the Naples Daily News on August 9, 2024. Per the LDC and Administrative Code, a Neighborhood Information Meeting (NIM), posting of a sign on the subject property and a mailing to surrounding property owners is not required. STAFF RECOMMENDATION: Staff recommends that the Collier County Hearing Examiner determine that the use of a sterile processing center (SPC) (SIC 5047) is comparable and compatible with the list of permitted commercial uses contained in Section 3.3 of the Naples Daily News BBPUD. Attachments: 1.Applicant’s backup documentation 2.APR-2007-AR-11611 3.APR-PL20210000638 4.Legal ad/newspaper posting 3.B.a Packet Pg. 218 Attachment: Staff Report - NDN BBPUD (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 219Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 220Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 221Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 222Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 223Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 224Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 225Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 226Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 227Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 228Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 229Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 230Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 231Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 232Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 233Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 234Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 235Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 236Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 237Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 238Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 239Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 240Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 241Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 242Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 243Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 244Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 245Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 246Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 247Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 248Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 249Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 250Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 251Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 252Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 253Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 254Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 255Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 256Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 257Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.b Packet Pg. 258 Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD 3.B.b Packet Pg. 259 Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD 3.B.b Packet Pg. 260 Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD 3.B.bPacket Pg. 261Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.b Packet Pg. 262 Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD 3.B.b Packet Pg. 263 Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD 3.B.b Packet Pg. 264 Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD 3.B.bPacket Pg. 265Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 266Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 267Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 268Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 269Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 270Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 271Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 272Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 273Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 274Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 275Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 276Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 277Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 278Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 279Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 280Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 281Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 282Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 283Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 284Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 285Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 286Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 287Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 288Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 289Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 290Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 291Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 292Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 293Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 294Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 295Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 2.9 LANDSCAPE BUFFERS, BERMS, FENCES AND WALLS Landscape buffers, berms, fences and walls are generally permitted as a principal use throughout the Naples Daily News BPPUD. The following standards shall apply: A.Landscape berms shall have the following maximum side slopes: i)Ground covered berms 3:1 ii)Rip-Rap berms 2: 1 iii)Structural walled berms B.Landscape buffers, berms, fences and walls may be constructed along the perimeter of the Naples Daily News Business Park BPPUD boundary prior to preliminary subdivision plat and site development plan submittal. C.In order to minimize the visibility of loading and vehicular service areas on the western side of the Naples Daily News Business Park BPPUD, the applicant, at the time of SOP submittal, will provide vegetative or physical screening at strategic locations. The screening may include appropriate buffer treatments, as well as, specific vegetative or physical screening located in close proximity to the service areas as methods to reduce visibility from adjacent property. D.The developer will supplement the existing ficus hedge which presently serves as a buffer between the proposed BPPUD and the Bay Colony Development with 80 live oak trees 12 feet high with a minimum spread of 6 feet at the time of planting. Additionally these oak trees will be supplemented with ficus trees, to the extent the County will allow the use of ficus trees, to create an opaque buffer. The developer agrees to work with the Bay Colony Property Owners' Association to gain County approval for the use of the ficus trees. The supplementary oak and ficus trees will be located in the buffer area at field selected locations between the Creekside PUD on the east and the point on the west where the buffer turns south. This distance is approximately 1,100 feet. In the event that the ficus hedge is damaged by a windstorm to the extent of a reduction in the opaque value of 50% or more, the developer agrees to replace or reset, whichever is appropriate, any of the 80 live oak trees installed above and install or reset the ficus trees as necessary to restore the buffer as close to its pre-storm condition as reasonably possible considering the availability of tree materials at the time of the restoration. E.The southerly portion of Parcel A shall be heavily planted with trees and shrubs to create the needed park-like setting to buffer the noise and odor impacts from printing activities. Naples Daily News BPPUD (BCC I0-24-06)clean 2-4 3.B.b Packet Pg. 296 Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 297Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 298Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 299Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 300Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 301Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 302Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 303Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 304Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 305Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 306Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 307Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 308Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 309Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 310Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.bPacket Pg. 311Attachment: Attachment 1 - 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Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD 3.B.bPacket Pg. 328Attachment: Attachment 1 - Applicant's backup documentation (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.cPacket Pg. 329Attachment: Attachment 2 - APR-2007-AR-11611 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.cPacket Pg. 330Attachment: Attachment 2 - APR-2007-AR-11611 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.cPacket Pg. 331Attachment: Attachment 2 - APR-2007-AR-11611 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.cPacket Pg. 332Attachment: Attachment 2 - APR-2007-AR-11611 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.cPacket Pg. 333Attachment: Attachment 2 - APR-2007-AR-11611 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.cPacket Pg. 334Attachment: Attachment 2 - APR-2007-AR-11611 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.cPacket Pg. 335Attachment: Attachment 2 - APR-2007-AR-11611 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.cPacket Pg. 336Attachment: Attachment 2 - APR-2007-AR-11611 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.cPacket Pg. 337Attachment: Attachment 2 - APR-2007-AR-11611 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.cPacket Pg. 338Attachment: Attachment 2 - APR-2007-AR-11611 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.cPacket Pg. 339Attachment: Attachment 2 - APR-2007-AR-11611 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.cPacket Pg. 340Attachment: Attachment 2 - APR-2007-AR-11611 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.cPacket Pg. 341Attachment: Attachment 2 - APR-2007-AR-11611 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.cPacket Pg. 342Attachment: Attachment 2 - APR-2007-AR-11611 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.cPacket Pg. 343Attachment: Attachment 2 - APR-2007-AR-11611 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.cPacket Pg. 344Attachment: Attachment 2 - APR-2007-AR-11611 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.cPacket Pg. 345Attachment: Attachment 2 - 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APR-PL20210000638 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) $GPLQLVWUDWLYH3DUNLQJ5HGXFWLRQ $353/ 3DJHRI =RQLQJ'LYLVLRQƔ1RUWK+RUVHVKRH'ULYHƔ1DSOHV)/ƔƔZZZFROOLHUFRXQW\IOJRY SHUFHQWUHGXFWLRQLQSDUNLQJEDVHGRQFXUUHQW/'&UHTXLUHPHQWV)XUWKHU1&+LVPDLQWDLQLQJWKH FXUUHQWH[LVWLQJDPRXQWRISDUNLQJRQVLWH /'&VXEVHFWLRQ)VWDWHV³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´ )LQGLQJV&RQFOXVLRQ7KHUHZLOOEHQRUHGXFWLRQLQWKHFXUUHQWDPRXQWRIDYDLODEOHSDUNLQJ1&+ VWDWHVWKHSURSRVHGXVHRIWKHZDUHKRXVHVWRUDJHVSDFHZLOOUHVXOWLQDSHUFHQWGHFUHDVHLQSDUNLQJ GHPDQGIRUWKHZDUHKRXVHVWRUDJHSRUWLRQRIWKHEXLOGLQJIURPWRVSDFHV&DOFXODWLQJWKHUHTXLUHG SDUNLQJEDVHGRQ1&+¶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bello ws_r Digitally signed by bellows_r Date: 2021.04.15 11:00:31 -04'00' 3.B.d Packet Pg. 348 Attachment: Attachment 3 - APR-PL20210000638 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.d Packet Pg. 349 Attachment: Attachment 3 - APR-PL20210000638 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.d Packet Pg. 350 Attachment: Attachment 3 - APR-PL20210000638 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) KĨĨŝĐŝĂůŽŶŝŶŐDĂƉĨŽƌϭϭϬϬ/ŵŵŽŬĂůĞĞZĚ͕͘EĂƉůĞƐ͕&ŽůŝŽηϬϬϭϲϴϬϰϬϲϬϭ ;zĞůůŽǁĂƌƌŽǁƉŽŝŶƚƐƚŽƐƵďũĞĐƚƉƌŽƉĞƌƚǇ͘Ϳ 3.B.d Packet Pg. 351 Attachment: Attachment 3 - APR-PL20210000638 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.d Packet Pg. 352 Attachment: Attachment 3 - APR-PL20210000638 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) H:\2020\2020059\WP\CUD\Resubmittal\APR\APR Narrative (3-16-2021).docx ADMINISTRATIVE PARKING REDUCTION NARRATIVE The Naples Daily News BPPUD (approved by Ordinance 2006-49) is located on the south side of Immokalee Road, approximately a quarter mile east of the intersection of Immokalee Road and US 41, in Section 27, Township 48 South, Range 25 East, Collier County, Florida. The Naples Daily News BPPUD is 35± acres and allows a range of industrial and light industrial uses, administrative, and accessory uses such as administrative offices and warehousing. Naples Community Hospital (NCH) has purchased the building located in Parcel A (as depicted on the BPPUD Master Plan) and will occupy it for professional office uses, such as accounting, billing, and scheduling; and warehousing of medical equipment. A Site Development Plan to allow construction of the current building on Parcel A was approved in 2008 (SDP-2007-AR-11770). Parcel A was granted a reduction in the number of required parking spaces, from the code required 469 spaces to 346 spaces, based on an analysis of required parking for the Naples Daily News facility that established an average ratio of parking of one required parking space per 460 sq. ft. of office and production area and no additional parking for storage. The new use of the building for NCH requires 367 parking spaces, calculated as shown below. Proposed use Total SF Parking Standard Spaces Required General office 77,563 sq. ft. 1 per 300 sq. ft. 258 Warehousing/storage 108,940 sq. ft. 1 per 1,000 sq. ft. 109 186,503 sq. ft. TOTAL 367 The applicant has provided a letter attesting to the fact the warehousing/storage use of the building by NCH will generate only two employees; therefore, the required parking for the building utilizing the LDC standard far overstates the required parking for the building. Naples Daily News utilized over 80,000 sq. ft. of the 108,940 sq. ft. of warehousing/storage portions of the building as part of an active warehouse, production area, and printing press for a daily newspaper. NCH will utilize these portions of the building for “dead” storage associated with 2 employees and no visitors. Excluding storage areas from parking generation is consistent with the currently approved APR. The 350 parking spaces presently constructed on-site are sufficient to meet the parking demand of the unique uses of the building. 3.B.d Packet Pg. 353 Attachment: Attachment 3 - APR-PL20210000638 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) Page 9 of SDP-2007-AR-11770 3.B.d Packet Pg. 354 Attachment: Attachment 3 - APR-PL20210000638 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) Page 3 of APR-2007-AR-11611 3.B.d Packet Pg. 355 Attachment: Attachment 3 - APR-PL20210000638 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) Page 4 of APR-2007-AR-11611 3.B.d Packet Pg. 356 Attachment: Attachment 3 - APR-PL20210000638 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) Page 57 of APR-2007-AR-11611 3.B.d Packet Pg. 357 Attachment: Attachment 3 - APR-PL20210000638 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) Page 58 of APR-2007-AR-11611 3.B.d Packet Pg. 358 Attachment: Attachment 3 - APR-PL20210000638 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) Page 59 of APR-2007-AR-11611 3.B.d Packet Pg. 359 Attachment: Attachment 3 - APR-PL20210000638 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) Page 60 of APR-2007-AR-11611 3.B.d Packet Pg. 360 Attachment: Attachment 3 - APR-PL20210000638 (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.e Packet Pg. 361 Attachment: Attachment 4 - Legal Ad and Sign Posting (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.ePacket Pg. 362Attachment: Attachment 4 - Legal Ad and Sign Posting (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.ePacket Pg. 363Attachment: Attachment 4 - Legal Ad and Sign Posting (29575 : PL20240005623 NDN BBPUD Sterile Processing Center) 3.B.e Packet Pg. 364 Attachment: Attachment 4 - Legal Ad and Sign Posting (29575 : PL20240005623 NDN BBPUD Sterile 3.B.e Packet Pg. 365 Attachment: Attachment 4 - Legal Ad and Sign Posting (29575 : PL20240005623 NDN BBPUD Sterile 3.B.e Packet Pg. 366 Attachment: Attachment 4 - Legal Ad and Sign Posting (29575 : PL20240005623 NDN BBPUD Sterile