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HEX Agenda 02/08/2024Collier County Hearing Examiner Page 1 Printed 2/1/2024 COLLIER COUNTY Collier County Hearing Examiner AGENDA Growth Management Department Conference Rooms 609/610 2800 Horseshoe Drive North Naples, FL 34104 February 8, 2024 9: 00 AM 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. February 2024 Collier County Hearing Examiner Page 2 Printed 2/1/2024 1. Pledge of Allegiance 2. Review of Agenda 3. Advertised Public Hearing A. Petition No. BDE-PL20230007149 – 9380 Gulf Shore Drive - Request for a 103-foot boat dock extension from the maximum 20 feet allowed by Section 5.03.06.E.1 of the Collier County Land Development Code for waterways 100 feet or greater in width to allow a new private multi-family boat docking facility with 12 slips, for vessels of up to 35 feet in length, that will protrude a total of 123 feet into a waterway that is 1,695± feet wide. The subject property is located at, also known as the Watermark, a Condominium in Section 32, Township 48 South, Range 25 East, Collier County, Florida. (Coordinator: John Kelly, Planner III) (Commissioner District 2) B. Petition No. CU-PL20230012220 – 414 New Market Road West - The Immokalee Water and Sewer District requests the approval of a Conditional Use (CU) to allow an essential service, an administrative office and payment center with drive-thru, pursuant to Section 2.01.03.G of the Land Development Code at 414 New Market Road West for those portions of the 2.23± acre development that are in a Residential Multi-Family-6 (RMF-6) Zoning District. The development is bounded by New Market Road West, Flagler Street, and Madison Avenue West, requiring the CU are Lots 3-6, Newmarket Subdivision, in Section 33, Township 46 South, Range 29 East, Collier County, Florida. (Coordinator: John Kelly, Planner III) (Commissioner District 5) C. Petition No. PDI-PL20230011586 –Northeast corner of the intersection of US-41 and Airport-Pulling Road - Request for an insubstantial change to Ordinance No. 04-56, as amended, the Collier County Government Center Community Facilities Planned Unit Development (CFPUD), by amending the Community Facilities Development Standards, Section 3.4.D., Distance Between Principal Structures on the Same Parcel, to allow separation between structures primarily housing, electric, gas, emergency generators, or HVAC equipment to be zero (0) feet. The subject PUD is located at the northeast corner of the intersection of US-41 and Airport-Pulling Road South in Section 12, Township 50 South, Range 25 East, Collier County, Florida. (Coordinator: Sean Sammon, Planner III) (Commissioner District 4) D. Petition No. SV-PL20230013949 - Ave Maria Boulevard between Merritt Lane and Useppa Drive - A sign variance from the entrance location requirements of Land Development Code section 5.06.04.F.3 to allow one directory sign to be placed along the collective frontage of four parcels abutting Ave Maria Boulevard, where there is no entrance to a public street, on property located on the east side of Ave Maria Boulevard between Merritt Lane and Useppa Drive, and described as Tracts F-2, F-3, F-4, and F-5, Ave Maria Unit 2, Park of Commerce subdivision, in Section 4, Township 48 South, Range 29 East in Ave Maria, Collier County, Florida. (Coordinator: Eric Ortman Planner III) (Commissioner District 5) 4. Other Business 5. Public Comments February 2024 Collier County Hearing Examiner Page 3 Printed 2/1/2024 6. Adjourn 02/08/2024 COLLIER COUNTY Collier County Hearing Examiner Item Number: 3.A Doc ID: 27765 Item Summary: Petition No. BDE-PL20230007149 – 9380 Gulf Shore Drive - Request for a 103-foot boat dock extension from the maximum 20 feet allowed by Section 5.03.06.E.1 of the Collier County Land Development Code for waterways 100 feet or greater in width to allow a new private multi-family boat docking facility with 12 slips, for vessels of up to 35 feet in length, that will protrude a total of 123 feet into a waterway that is 1,695± feet wide. The subject property is located at, also known as the Watermark, a Condominium in Section 32, Township 48 South, Range 25 East, Collier County, Florida. (Coordinator: John Kelly, Planner III) (Commissioner District 2) Meeting Date: 02/08/2024 Prepared by: Title: Operations Analyst – Planning Commission Name: Diane Lynch 01/18/2024 5:31 PM Submitted by: Title: Zoning Director – Zoning Name: Mike Bosi 01/18/2024 5:31 PM Approved By: Review: Operations & Regulatory Management Diane Lynch Review Item Skipped 01/18/2024 5:30 PM Hearing Examiner (GMD Approvers) Diane Lynch Review Item Skipped 01/18/2024 5:30 PM Zoning Diane Lynch Review Item Skipped 01/18/2024 5:30 PM Zoning Diane Lynch Review Item Skipped 01/18/2024 5:30 PM Zoning Diane Lynch Division Director Skipped 01/18/2024 5:30 PM Hearing Examiner Andrew Dickman Meeting Pending 02/08/2024 9:00 AM 3.A Packet Pg. 4 BD-PL20230007149 – Watermark Condominium Page 1 of 8 December 18, 2023 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: ZONING DIVISION – ZONING SERVICES SECTION GROWTH MANAGEMENT COMMUNITY DEVELOPMENT DEPARTMENT HEARING DATE: JANUARY 11, 2024 SUBJECT: BD-PL20230007149, WATERMARK CONDOMINIUM DOCK FACILITY _________________________________________________________________________ PROPERTY OWNER/APPLICANT: AGENT: Watermark Condominium Association, Inc. of Naples Jeff Rogers 9380 Gulf Shore Dr. Turrell, Hall & Associates, Inc. Naples, FL 34108 3584 Exchange Ave. Naples, FL 34104 REQUESTED ACTION: The petitioner requests a 103-foot boat dock extension from the maximum 20 feet allowed by Section 5.03.06.E.1 of the Land Development Code (LDC) for waterways 100 feet or greater in width to allow a new private multi-family boat docking facility with 12 slips for vessels of up to 35 feet in length, that will protrude 123 feet into a waterway that is 1,695± feet wide. GEOGRAPHIC LOCATION: The subject property is located at 9380 Gulf Shore Drive, also known as the Watermark, a Condominium, in Section 32, Township 48 South, Range 25 East. Collier County, Florida. (See location map on the following page) PURPOSE/DESCRIPTION OF PROJECT: The proposed Boat Dock Extension is for a multi-family dock facility related to the upland Watermark Condominiums which comprises 1.38 acres and 22 property owners. The subject waterway is unmarked, man-altered, and part of Vanderbilt Lagoon, which is a mix of state and non-state lands due to historical dredge and fill operations; as the State has claimed most of the bottom lands beneath the proposed dock facility, a submerged land lease has been obtained. The subject 304-foot shoreline is comprised of riprap and vegetation; therefore, the Mean High-Water Line (MHWL) is the most restrictive point for the determination of protrusion. As proposed, the (Continued on Page 4) 3.A.a Packet Pg. 5 Attachment: Staff Report 12182023 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Page 2 of 8 BD-PL20230007149 – Watermark Condominium December 18, 2023 3.A.aPacket Pg. 6Attachment: Staff Report 12182023 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark BD-PL20230007149 – Watermark Condominium Page 3 of 8 December 18, 2023 SURROUNDING LAND USE & ZONING: North: Sausalito of Naples Condominiums within a Residential Tourist District (RT) and the Vanderbilt Beach Residential Tourist Overlay Zoning District (VBRTO) East: Vanderbilt Lagoon (waterway) then single-family dwellings within a Single- Family-3 (RSF-3) Zoning District South: Gulf Pointe Condominiums within the RT-VBRTO West: Gulf Shore Drive (Right-of-Way) then Vanderbilt Beach & Harbor Club Condominiums located within the RT-VBRTO Aerial – Collier County GIS 3.A.a Packet Pg. 7 Attachment: Staff Report 12182023 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) BD-PL20230007149 – Watermark Condominium Page 4 of 8 December 18, 2023 Purpose/Description of Project (Continued from Page 1) dock facility will have 12 slips, each with a boatlift, to accommodate vessels up to 35 feet in length. The dock will protrude 103 feet beyond the maximum allowable 20 feet for a total protrusion of 123 feet into a waterway that is 1,695 feet wide directly opposite the subject boat dock facility. Said facility was specifically located at the widest portion of the waterway. The required side/riparian setback is 15 feet; as proposed, the dock facility will be 30 feet from the southern side/riparian line and 183 feet from the northern side/riparian line. The proposed dock facility will have no impact on normal navigation and will not interfere with ingress/egress to neighboring dock facilities. ENVIRONMENTAL EVALUATION: Environmental Planning Staff has reviewed this petition and has no objection to the granting of this request. The proposed dock is located within the Vanderbilt Channel. The proposed docking facilities will be constructed waterward of the existing rip-rap shoreline. The shoreline does contain native vegetation, the mangroves present will not be impacted by the proposed dock. A submerged resources survey provided by the applicant found no submerged resources in the area 200 feet beyond the proposed docking facility. Exhibit sheet page 9 of 13 provides an aerial with a note stating that no seagrasses were observed within 200 feet. The applicant has obtained a Manatee Consistency Determination (PL20230012349), which determined the proposed project is considered preferred by the manatee protection review criteria. The proposed twelve (12) wet slips are consistent with the Collier County Manatee Protection plan and LDC Section 5.03.06.2.f. This project does not require an Environmental Advisory Council (EAC) review because this project did not meet the EAC scope of land development project reviews as identified in Chapter 2, Article VIII, Division 23, Section 2-1193 of the Collier County Code of Laws and Ordinances. STAFF ANALYSIS: In accordance with LDC Section 5.03.06.H., the Collier County Hearing Examiner shall approve, approve with conditions, or deny a dock facility extension request based on certain criteria. In order for the Hearing Examiner to approve this request, at least four of the five primary criteria and four of the six secondary criteria must be met: Primary Criteria: 1.Whether the number of dock facilities and/or boat slips proposed is appropriate in relation to the waterfront length, location, upland land use, and zoning of the subject property. Consideration should be made of property on unbridged barrier islands, where vessels are the primary means of transportation to and from the property. (The number should be appropriate; typical single-family use should be no more than two slips; typical multi-family use should be one slip per dwelling unit; in the case of unbridged barrier island docks, additional slips may be appropriate.) 3.A.a Packet Pg. 8 Attachment: Staff Report 12182023 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) BD-PL20230007149 – Watermark Condominium Page 5 of 8 December 18, 2023 Criterion met. Private docks and boathouses are listed as permitted accessory uses within the RT zoning district, subject to LDC Section 5.03.06; Marinas are also an allowable accessory use within the VBRTO subject to Section 5.05.02. Proposed is a private multi- family boat docking facility with 12 slips for a condominium with 22 residential dwelling units. 2. Whether the water depth at the proposed site is so shallow that a vessel of the general length, type, and draft as that described in the petitioner’s application is unable to launch or moor at mean low tide (MLT). (The petitioner’s application and survey should establish that the water depth is too shallow to allow launching and mooring of the vessel(s) described without an extension.) Criterion met. The applicant’s agent states: “The proposed boat dock project is to construct a new docking facility for the upland development, which will require it to extend out far enough past the rip-rap shoreline and mangrove fringe to accommodate the vessels. There is riprap along the entire subject property shoreline as well as two large areas of mangroves, which are all indicated on the attached certified survey. Additionally, the survey has water depths which indicate that depths are shallow within the allowed 20 feet and therefore the vessels and dock need to extend out to avoid impacts.” Based upon the provided cross-section and provided Specific Purpose Survey depicting water levels, staff concurs. 3. Whether the proposed dock facility may have an adverse impact on navigation within an adjacent marked or charted navigable channel. (The facility should not intrude into any marked or charted navigable channel, thus impeding vessel traffic in the channel.) Criterion met. The proposed dock facility has been located to be at the widest portion of the waterway which is 1,695 feet at the subject location; additionally, there are no marked channels within this portion of the Vanderbilt Lagoon. 4. Whether the proposed dock facility protrudes no more than 25 percent of the width of the waterway and whether a minimum of 50 percent of the waterway width between dock facilities on either side is maintained for navigability. (The facility should maintain the required percentages.) Criterion met. The subject canal is 1,695 feet wide, MHWL to MHWL, at the subject location, and there are no dock facilities directly opposite the proposed facility. Therefore, the proposed dock will occupy 7.26 percent of the subject waterway, and 92.74 percent of the waterway will remain open for navigation. 5. Whether the proposed location and design of the dock facility is such that the facility would not interfere with the use of neighboring docks. (The facility should not interfere with the use of legally permitted neighboring docks.) 3.A.a Packet Pg. 9 Attachment: Staff Report 12182023 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) BD-PL20230007149 – Watermark Condominium Page 6 of 8 December 18, 2023 Criterion met. The proposed dock facility has been situated at the widest portion of the subject waterway. Additionally, the facility provides twice the required setback distance to the south (30 feet) and over six times the requirement to the north (183 feet). Given that neighboring docks also have a minimum side setback, there should be no navigational issues resulting should the proposed facility be approved. Secondary Criteria: 1. Whether there are special conditions not involving water depth, related to the subject property or waterway, which justify the proposed dimensions and location of the proposed dock facility. (There must be at least one special condition related to the property; these may include type of shoreline reinforcement, shoreline configuration, mangrove growth, or seagrass beds.) Criterion met. The applicant’s agent states: “The subject property has a rip-rap shoreline along the entire 304 linear feet with two large areas of mangroves and other vegetation mixed within. The proposed docking facility was laid out to preserve/avoid the mangrove areas which results in the docks being pushed further out into the waterway to fully avoid. Additionally, the width of the waterway and the fact the entire waterway is open for navigation allows for a dock to protrude out as being proposed and not being past the allowed 25% width of waterway.” Staff concurs and further finds that the fact this is a private multi-family docking facility also serves as a special condition in and of itself as both the LDC and the Manatee Protection Plan (MPP) allow one slip per dwelling unit; the total number of dwelling units is 22. 2. Whether the proposed dock facility would allow reasonable, safe access to the vessel for loading/unloading and routine maintenance without the use of excessive deck area not directly related to these functions. (The facility should not use excessive deck area.) Criterion met. The applicant’s agent states: “The proposed docking facility has been fully minimized and still provides deck area for routine maintenance, safe access as well as recreational activities like fishing. The total over-water square footage is 2,557 square feet.” Staff concurs and, therefore, finds this criterion to be satisfied. 3. For single-family dock facilities, whether the length of the vessel or vessels in combination described by the petitioner exceeds 50 percent of the subject property’s linear waterfront footage. (The applicable maximum percentage should be maintained.) Not Applicable. The proposed docking facility is a multi-family docking facility. 4. Whether the proposed facility would have a major impact on the waterfront view of neighboring property owners. (The facility should not have a major impact on the view of a neighboring property owner.) 3.A.a Packet Pg. 10 Attachment: Staff Report 12182023 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) BD-PL20230007149 – Watermark Condominium Page 7 of 8 December 18, 2023 Criterion met. The applicant’s agent states: “There are no major impacts to either adjacent property owner as their view will basically remain unchanged. Additionally, the mangroves will also provide additional coverage.” Staff concurs and further finds that the subject condominium is four habitable levels over parking and the neighboring condominiums to both the north and south are each three habitable floors over parking. 5. Whether seagrass beds will be impacted by the proposed dock facility. (If seagrass beds are present, compliance with subsection 5.03.06(I) of the LDC must be demonstrated.) Criterion met. There are no seagrass beds present on the property nor the neighboring properties within 200 feet of the existing dock structure. 6. Whether the proposed dock facility is subject to the manatee protection requirements of subsection 5.03.06(E)(11) of this Code. (If applicable, compliance with section 5.03.06(E)(11) must be demonstrated.) Criterion met. The applicant’s agent states: “The subject property is subject to the Collier County MPP. As proposed, the subject dock facility should be considered a Preferred Site.” Staff further notes that a manatee consistency determination has been completed for the proposed multi-slip docking facility per LDC Section 5.03.06.E.11, PL20230012349. The Manatee Protection Plan (MPP) review results in a Preferred ranking and concludes by stating the following: “Under Preferred Ranking, new boat slip density would be allowed at 18 slips per 100 feet of shoreline. The application states there are 304 linear feet of shoreline, which would equate to 55 slips allowed (304 linear feet x 18 slips/100). The applicant is proposing 12 wet slips, which is less than the maximum boat slip limit; therefore, the project is consistent with the MPP.” Staff analysis finds this request complies with four of the five primary criteria and five of the six secondary criteria, with Criterion #3 being not applicable as the proposed is a multi-family dock facility. As of the time this staff report was drafted, no public objections or other correspondence had been received. CONCURRENT LAND USE APPLICATIONS: An Insubstantial Change to SDP-89-120, SDPI-PL20230011365, is presently under review to accommodate the dock facility changes proposed within this BDE request. APPEAL OF BOAT DOCK EXTENSION TO BOARD OF COUNTY COMMISSIONERS: As to any boat dock extension petition upon which the Hearing Examiner takes action, an aggrieved petitioner may appeal such final action. Such appeal shall be filed per Section 2-88 of the Collier County Code of Ordinances within 30 days of the Decision by the Hearing Examiner. An aggrieved non-party may appeal a decision of the Hearing Examiner to the Circuit Court of Collier County within 30 days of the decision. In the event that the petition has been approved by the Hearing Examiner, the applicant shall be advised that he/she may proceed with construction at 3.A.a Packet Pg. 11 Attachment: Staff Report 12182023 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) BD-PL20230007149 – Watermark Condominium Page 8 of 8 December 18, 2023 his/her own risk during this 30-day period. Any construction work completed ahead of the approval authorization shall be at their own risk. RECOMMENDATION: Based on the above findings, staff recommends that the Hearing Examiner approve Petition BD- PL20230007149 in accordance with the Proposed Dock Plans provided within Attachment A, subject to the following Condition of Approval: 1. The applicant must provide a Manatee Awareness and Protection Plan consistent with LDC Section 5.03.06.E.11 before approval of the building permit for the proposed docking facility. Attachments: A. Proposed Dock Plans B. Specific Purpose Survey C. MPP Analysis PL20230012349 D. Zoning Atlas 8532N E. SDPI-PL20220008960 – Pending Approval F. Applicant’s Backup; Application and Supporting Documents G. Attachment G – Public Hearing Sign Posting 3.A.a Packet Pg. 12 Attachment: Staff Report 12182023 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) STATE OF FLORIDACOUNTY AERIAL VICINITY MAPSTATE OF FLORIDACOUNTY AERIAL VICINITY MAPNOTES:<> THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SUBJECTPROPERTYSUBJECTPROPERTY<> LATITUDE:N 26.256952<> LONGITUDE:W -81.822757SITE ADDRESS:<> 9380 GULF SHORE DR NAPLES, FL 34108Turrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg LOCATION MAP 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-07-2321109RMJ3225WATERMARK CONDOLOCATION MAP48----09-20-23----JR----SHTS 05-07,10----01 OF 13COLLIER COUNTYCOLLIER COUNTYGULF OF MEXICOGULF OF MEXICO8588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTY3.A.bPacket Pg. 13Attachment: Attachment A - Proposed Dock Plans (27765 : PL20230007149 BD 9380 Gulf Shore Dr NESW0200400800SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg OVERALL 1940 HISTORIC AERIAL WITH SHORELINE 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109-3225WATERMARK CONDOOVERALL 1940 HISTORIC AERIAL WITH SHORELINE48-------------------02 OF 131940SHORELINEPROPERTYBOUNDARYCURRENT MHWLPRE-EMTPED NOTES:<> ALLOWED PRE-EMPTED SF = 9,441<> PROPOSED PRE-EMPTED AREA = 7,565CURRENT MHWLIN 1940 AS LAND3.A.bPacket Pg. 14Attachment: Attachment A - Proposed Dock Plans (27765 : PL20230007149 BD 9380 Gulf Shore Dr NESW050100200SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg 1940 HISTORIC AERIAL WITH SHORELINE 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109-3225WATERMARK CONDO1940 HISTORIC AERIAL WITH SHORELINE48-------------------03 OF 13·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOTINTENDED FOR CONSTRUCTION USE.·ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:"COASTAL ENGINEERING CONSULTANTS, INC."11-23-22-1.31'+0.28'304'01,695'1940SHORELINEPROPERTYBOUNDARYCURRENT MHWL69'123'45'12'16'40'PRE-EMTPED NOTES:<> ALLOWED PRE-EMPTED SF = 9,441<> PROPOSED PRE-EMPTED AREA = 7,565CURRENT MHWLIN 1940 AS LANDCURRENT MHWL IN 1940 AS WATER AREA: 236'(CALCULATION: 236' X 40 = 9,441 SF ALLOWABLEPRE-EMPTED AREA)3.A.bPacket Pg. 15Attachment: Attachment A - Proposed Dock Plans (27765 : PL20230007149 BD 9380 Gulf Shore Dr NESW0100200400SCALE IN FEETSITE ADDRESS:,9380 GULF SHORE DRNAPLESFL34108Turrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg EXISTING CONDITIONS 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109-3225WATERMARK CONDOEXISTING CONDITIONS48-------------------04 OF 13·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOTINTENDED FOR CONSTRUCTION USE.·ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:"COASTAL ENGINEERING CONSULTANTS, INC."11-23-22-1.31'+0.28'304'01,695'461'TOE OFRIPRAPTOP OFRIPRAPMHWLMANGROVESPROPERTYBOUNDARYRIPARIANLINERIPARIANLINE1695'3.A.bPacket Pg. 16Attachment: Attachment A - Proposed Dock Plans (27765 : PL20230007149 BD 9380 Gulf Shore Dr P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg 9/20/2023NESW02550100SCALE IN FEETPROPOSEDFIXED DOCKTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg DOCK PLAN 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ09-20-2321109-3225WATERMARK CONDODOCK PLAN48-------------------05 OF 13·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOTINTENDED FOR CONSTRUCTION USE.·ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:·PROPOSED OVERWATER STRUCTURE (APPX SF):·TOTAL OVERWATER STRUCTURE (APPX SF):·TOTAL PROTRUSION FROM MHWL:"COASTAL ENGINEERING CONSULTANTS, INC."11-23-22-1.31'+0.28'304'01,695'25572557123'MHWLMANGROVESRIPARIANLINEPROPERTYBOUNDARY30'189'183'MANGROVESRIPRAPRIPARIANLINE3.A.bPacket Pg. 17Attachment: Attachment A - Proposed Dock Plans (27765 : PL20230007149 BD 9380 Gulf Shore Dr TENNISCOURTSPAEXISTINGPOOLEXISTINGPOOL DECKEXISTINGPOOL DECK4.934.91- 1 . 7 4 . 1 3 . 6 1.82.42 . 6 -0.30.12.7 -0.73.95 . 0 P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg 9/20/2023NESW0153060SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg DOCK PLAN - DIMENSIONS 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109RMJ3225WATERMARK CONDODOCK PLAN - DIMENSIONS48----09-20-23----JR----ADDED DIMENSIONS----06 OF 13·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOTINTENDED FOR CONSTRUCTION USE.·ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:·PROPOSED OVERWATER STRUCTURE (APPX SF):·TOTAL OVERWATER STRUCTURE (APPX SF):·TOTAL PROTRUSION FROM MHWL:"COASTAL ENGINEERING CONSULTANTS, INC."11-23-22-1.31'+0.28'304'01,695'25572557123'121'5'12'12.5'12.5'12.5'12.5'12.5'12.5'12.5'12'12.5'12.5'12.5'12.5'12.5'5'10'13'26'26'13'TOE OFRIPRAPTOP OFRIPRAPMHWLMANGROVESRIPRAPELEVATIONSREFERENCEDTO NAVD 88AA08RIPARIANLINEPROPERTYBOUNDARY12345678910111235'35'100'43'8'8'PROPOSEDFIXED DOCK123'56'5'5'30'SLIP MATRIXSLIP #LENGTH (LF)WIDTH (LF)QUANTITY1-123512.512183' SETBACKTO NORTHRIPARIAN LINE26'189' SETBACKTO NORTHRIPARIAN LINE3.A.bPacket Pg. 18Attachment: Attachment A - Proposed Dock Plans (27765 : PL20230007149 BD 9380 Gulf Shore Dr TENNISCOURTSPAEXISTINGPOOLEXISTINGPOOL DECKEXISTINGPOOL DECK4.934.91- 1 . 7 4 . 1 3 . 6 1.82.42 . 6 -0.30.12.7 -0.71.7-2.2-0.63.9-1.6-3.1- 3 . 2 - 4 . 8 -5.4-5.7-6.0-6.1-6.3- 6 . 4 -6.3-6.2- 6 . 2 -6.2- 6 . 1 -6.1- 6 . 0 -6.0-2.6-3.1- 3 . 5 -4.5- 5 . 5 - 5 . 7 -5.9-6.1-6.1- 6 . 2 - 6 . 2 -6.1-6.1- 6 . 1 - 6 . 1 - 6 . 0 -1.6-1.9- 2 . 8 -5.5- 5 . 4 -5.8- 5 . 9 - 5 . 9 - 6 . 0 - 6 . 0 - 6 . 1 - 6 . 1 - 6 . 1 - 6 . 0 - 6 . 0 - 6 . 0 -6.0-0.1- 0 . 9 - 2 . 1 - 3 . 3 -4.6-4.7- 5 . 7 - 5 . 9 - 6 . 0 -6.1- 6 . 1 -6.1-6.25 . 0 P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg 9/20/2023NESW0153060SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg DOCK PLAN - DEPTHS 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109RMJ3225WATERMARK CONDODOCK PLAN - DEPTHS48----09-20-23----JR----REMOVED SETBACK LINE----07 OF 13TOE OFRIPRAPTOP OFRIPRAPMHWLMANGROVESDEPTHSREFERENCEDTO MLWRIPRAPELEVATIONSREFERENCEDTO NAVD 88123456789101112·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOTINTENDED FOR CONSTRUCTION USE.·ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:·PROPOSED OVERWATER STRUCTURE (APPX SF):·TOTAL OVERWATER STRUCTURE (APPX SF):·TOTAL PROTRUSION FROM MHWL:"COASTAL ENGINEERING CONSULTANTS, INC."11-23-22-1.31'+0.28'304'01,695'25572557123'SLIP MATRIXSLIP #LENGTH (LF)WIDTH (LF)QUANTITY1-123512.5123.A.bPacket Pg. 19Attachment: Attachment A - Proposed Dock Plans (27765 : PL20230007149 BD 9380 Gulf Shore Dr - 5 .7 - 5 . 9 - 6 . 1 - 6 . 1 - 6 . 2 - 6 . 2 -2 . 2 - 3 . 1 - 4 .5 - 5 .50102040SCALE IN FEET12.5'12.5'12.5'5'12.5'12.5'5'12.5'5'123'FIXED DOCK(TYP)MHW = +0.28' NAVDMLW =-1.31' NAVDALL PILES TO BEWRAPPED FROM 12"ABOVE MHWL TO 6"BELOW SUBSTRATEBOAT LIFT(TYP)ACCESSDOCKTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg CROSS SECTION 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109-3225WATERMARK CONDOCROSS SECTION48-------------------08 OF 133.A.bPacket Pg. 20Attachment: Attachment A - Proposed Dock Plans (27765 : PL20230007149 BD 9380 Gulf Shore Dr MANGROVESTENNISCOURTEND OF SEAWALLIS 0.7' SOUTH OFPROPERTY LINESPAEXISTINGPOOLEXISTINGPOOL DECKEXISTINGPOOL DECK1989 COASTAL CONSTRUCTIONCONTROL LINEP:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg 9/20/2023NESW03060120SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg SUBMERGED RESOURCE SURVEY 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109-3225WATERMARK CONDOSUBMERGED RESOURCE SURVEY48-------------------09 OF 13PROPERTYBOUNDARYTRANSECTTYPICAL DIVE TRANSECTNO SEAGRASSES WEREOBSERVED GROWING WITHIN 200FT OF THE PROPOSED PROJECT300'200'10'3.A.bPacket Pg. 21Attachment: Attachment A - Proposed Dock Plans (27765 : PL20230007149 BD 9380 Gulf Shore Dr MANGROVES TENNISCOURT END OF SEAWALLIS 0.7' SOUTH OFPROPERTY LINE SPA EXISTINGPOOL EXISTINGPOOL DECK EXISTINGPOOL DECK1989 COASTAL CONSTRUCTIONCONTROL LINEP:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg 9/20/2023N E S W0100 200400SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg ADJACENT DOCKS 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109RMJ3225WATERMARK CONDOADJACENT DOCKS48----09-20-23----JR----ADDED DIMENSION----10 OF 13PROPERTYBOUNDARY97'47'33'38'28'75'74'123'69'94'94'53'57'NOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.97'97'PERMITTEDDOCKSPROPOSEDDOCKS56'3.A.bPacket Pg. 22Attachment: Attachment A - Proposed Dock Plans (27765 : PL20230007149 BD 9380 Gulf Shore Dr MANGROVESTENNISCOURTEND OF SEAWALLIS 0.7' SOUTH OFPROPERTY LINESPAEXISTINGPOOLEXISTINGPOOL DECKEXISTINGPOOL DECK1989 COASTAL CONSTRUCTIONCONTROL LINEP:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg 9/20/2023NESW0100200400SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg WIDTH OF WATERWAY 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109-3225WATERMARK CONDOWIDTH OF WATERWAY48-------------------11 OF 13PROPERTYBOUNDARY461'RIPARIANLINERIPARIANLINE1695'1564'1186'NOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.3.A.bPacket Pg. 23Attachment: Attachment A - Proposed Dock Plans (27765 : PL20230007149 BD 9380 Gulf Shore Dr P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg 9/20/2023NESW02550100SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg FLUCFCS MAP 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109-3225WATERMARK CONDOFLUCFCS MAP48-------------------12 OF 13612E4PROPERTYBOUNDARY612E21343511FLUCFCSDESCRIPTIONAREA(AC)1343CONDOMINIUM UNITS0.96511NATURAL RIVER, STREAM, WATERWAY0.29612E2MANGROVE SWAMPS (EXOTICS 25-50%)0.05612E4MANGROVE SWAMPS (EXOTICS75-100%)0.08TOTAL1.38UPLAND (ACRES):WETLAND (ACRES):PROJECT (ACRES):1.380.960.13·SURVEY COURTESY OF:··SURVEY DATED:NOTES:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY ANDARE NOT INTENDED FOR CONSTRUCTION USE."COASTAL ENGINEERING CONSULTANTS, INC."11-23-22WATER (ACRES):0.293.A.bPacket Pg. 24Attachment: Attachment A - Proposed Dock Plans (27765 : PL20230007149 BD 9380 Gulf Shore Dr !¤ !¤!¤ !¤ !¤ !¤ !¤ !¤ !¤ !¤ !¤ PINE RIDGE RD TAMIAMI TRL NGOODLETTE-FRANK RD NI75Turrell, Hall & Associates, Inc.Marine & Environmental Consulting 3484 Exchange Ave. Suite B. Naples, FL 34104-3732Email: tuna@turrell-associates.com Phone: (239) 643-0166 Fax: (239) 643-6632 WATERMARK CONDOMANATEE MORTALITY MAP ¯ 0 1.6 3.2Mi Man ate e data p ro vided by:Florida Fish an dWildlife Conservation Commission 6% (11 ou t of 18 8) o f watercraft-related man ate e mortalities in Co llier Co unty from1974 to Present a re with in a 5 mileradius of the subje ct property. DRAWN BY: CREATED: JOB NO.: REVISION: SHEET:SECTION- TOWNSHIP- RANGE-32 48S 25E RMJ 06-30-23 21109 N/A N/A N/A P:\21109.00 Watermark Dock OwnersAssoc\GIS\21109_ManateeMort-CNTY.mxd FILE PATH: SCALE:1 "=1.5 mi 13 OF 13 Legend !¤Ma natee Bo at Re la te d Deaths from 1 974 -Present Subject Prope rty 5 Mile Buffer 3.A.b Packet Pg. 25 Attachment: Attachment A - Proposed Dock Plans (27765 : PL20230007149 BD 9380 Gulf Shore Dr 3.553.50 3.44 4.934.912.114.214.384.043.773.87-1.74.13.61.82.42.62.41.82.60.73.6 3.2 3.5 2.81.31.2 1.04.6X-0.3 -0.3 -0.3-2.5-1.4-1.0-2.6 -3.3-1.7-2.8-2.3-1.4-1.3-2.9-2.1-1.40.10.82.02.73.6-3.2-2.7-1.7-0.7 -4.8-3.9-3.0-2.2-1.9 -4.4-2.54.33.92.1 0.4 4.44.3 4.22.80.93.6 3.3 1.0-0.3-1.53.1 1.80.80.60.23.9 3.6 2.01.61.1-1.20.40.4 0.3 0.30.40.30.30.30.3 0.3 0.40.40.40.2 S81°35'30"E 200.0 0 ' ( D ) S81°52'29"W 200 . 0 0 ' ( S )N08°24'30"W 300.00 '(D)N08°02'43"W 300.00'(S)N08°24'30"W 300.00'(D)N08°02'43"W 299.72'(S)S81°35'30"E 200. 0 0 ' ( D ) S81°57'17"W 200 . 0 0 ' ( S )NORTH HALF OFLOT VIILOT VIIISOUTH HALF OFLOT IXNORTH HALF OFLOT IXSOUTH HALF OFLOT XTHE WATERMARK, A CONDOMINIUM 9380 GULF SHORE DRIVE (O.R. BOOK 1593, PAGE 1450) EXISTING RESIDENTIAL STRUCTURE GULF SHORE DRIVE70' RIGHT OF WAY VANDERBILT LA G O O N PLATTED WATER W A Y W I D T H = 3 0 0 ' MEASURED WATE R W A Y W I D T H = 4 0 0 ' ± MANGOVES MANGOVES TENNIS COURT BRICK PAVER DRIVE BRICK PAVER DRIVE MEAN HIGH WATER LINE LOCATED 11/23/22 TOE OF RIP RAP TOP OF RIP RAP END OF SEAWALL IS 1.0' NORTH OF PROPERTY LINE END OF SEAWALL IS 0.7' SOUTH OF PROPERTY LINE SPA EXISTING POOL EXISTING POOL DECK EXISTING POOL DECK FLOOD ZONE AEELEVATION 11.0FLOOD ZONE AEELEVATION 12.0FLOOD ZONE AEELEVATION 12 .0FLOOD ZONE VEELEVATION 13 .01989 COASTAL CONSTRUCTIONCONTROL LINEBENCHMARK SET PK NAIL AND DISC STAMPED CEC LB 2464 ELEVATION = 3.55 NAVD BENCHMARK SET 5/8" IRON PIN AND CAP STAMPED CEC LB 2464 ELEVATION = 4.02 NAVD EXISTING DOCKS EXISTING DOCKS 5.0 -2.9-4.4-4.5-6.1-6.7-7.0-7.3-7.4-7.6-7.7-7.6-7.5-7.5-7.5-7.4-7.4-7.3-7.34.4-3.9-4.4-4.8-5.8-6.8-7.0-7.2-7.4-7.4-7.5-7.5-7.4-7.4-7.4-7.4-7.3-2.9-3.2-4.1-5.5-6.7-7.1-7.2-7.2-7.3-7.3-7.4-7.4-7.4-7.3-7.3-7.3-7.3-1.4-2.2-3.4-4.6-5.9-6.9-7.0-7.2-7.3-7.4-7.4-7.4-7.5-7.4-7.4-7.41.0-1.3-1.4-2.1-3.4-4.7-6.0-6.9-7.0-7.2-7.3-7.4-7.4-7.5-7.5-7.4-7.4-7.4-7.4-2.6-3.5-4.6-5.7-6.6-6.9-7.0-7.2-7.4-7.5-7.6-7.6-7.6-7.6-7.5-7.5-3.2-4.3-5.7-6.7-6.9-7.2-7.4-7.4-7.5-7.6-7.6-7.6-7.6-7.6-7.5 CLIENT:TITLE:FILE NO.: SHEET OF NO.REVISION DESCRIPTIONDATE BY28421 BONITA CROSSINGS BOULEVARDCOASTAL AND MARINE ENGINEERINGENVIRONMENTAL AND GEOLOGICAL SERVICESLAND AND MARINE SURVEY AND MAPPINGBONITA SPRINGS, FLORIDA 34135 PHONE: (239)643-2324 FAX: (239)643-1143www.coastalengineering.comE-Mail: info@cecifl.comServing Florida Since 1977THIS DOCUMENT, AND THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OFSERVICE, 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 ANDADAPTATION BY COASTAL ENGINEERING CONSULTANTS, INC. (CECI) OR ITS SUBSIDIARIES SHALL BEWITHOUT LIABILITY TO CECI OR ITS SUBSIDIARIES.FLORIDA BUSINESS AUTHORIZATION NO. LB 2464 COASTAL ENGINEERING CONSULTANTS, INC. DATE OF FIELD SURVEY: 11/23/22 FLORIDA CERTIFICATE NO. 5295 PROFESSIONAL SURVEYOR AND MAPPER THE ORIGINAL RAISED SEAL OF A FLORIDA NOT VALID WITHOUT THE SIGNATURE AND LICENSED SURVEYOR AND MAPPER DATE OF SIGNATURE: RICHARD J. EWING, VP CHECKED:F.B.ACAD NO.PG.DRAWN:DATE:REF. NO.SCALE:SEC. TWP. RNG. 22.269 11SPECIFIC PURPOSE SURVEYTHE WATERMARK CONDOMINIUM ASSOCIATION, INC.1' = 20'K6905425E48S22.26922.26912/12/22MMWRJE32LEGAL DESCRIPTION PARCEL A: THE NORTH HALF OF LOT VII, ALL OF LOT VIII, AND THE SOUTH HALF OF LOT IX, BLOCK B, OF CONNER'S VANDERBILT BEACH ESTATES, UNIT NO. 1, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGES 8 AND 9, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, (BUT NOT INCLUDED IN SAID PLAT) AND THE NORTH HALF OF LOT IX AND THE SOUTH HALF OF LOT X, BLOCK B, OF CONNER'S VANDERBILT BEACH ESTATES, UNIT NO. 1, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGES 8 AND 9, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, (BUT NOT INCLUDED IN SAID PLAT) THE ABOVE DESCRIBES AN AREA OF APPROXIMATELY 60,000 SQUARE FEET OR 1.38 ACRES OF LAND. GENERAL NOTES 1. = FOUND 5/8" IRON PIN NO I.D. 2. BEARINGS BASED ON A GRID BEARING OF S87°58'29"W ON THE NORTH RIGHT OF WAY LINE OF CENTRAL AVENUE. 3. DESCRIBED PROPERTY LIES IN FLOOD ZONE AE, ELEVATIONS 11.0 AND 12.0 PER F.I.R.M. COMMUNITY PANEL NO. 120067 MAP NO. 12021C 0189H DATED MAY 16, 2012. 4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH AMERICAN VERTICAL DATUM 1988 (N.A.V.D. 88). 5. ELEVATIONS AND DISTANCES SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF. 6. THIS SURVEY IS CERTIFIED TO THE DATE OF THE FIELD SURVEY, NOT THE DATE OF SIGNATURE. 7. OTHER EXISTING IMPROVEMENTS WERE NOT LOCATED UNDER THE SCOPE OF THIS SURVEY. LEGEND (S) = SURVEY DATA (D) = DESCRIPTION DATA OF THE WATERMARK,A CONDOMINIUM AS RECORDED IN OFFICIAL RECORDS BOOK 1593,PAGE 1450, OF THE PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA.40201020 0 SCALE: 1" = 20' TIDAL DATUMS AT WATER TURKEY BAY ARE BASED ON FLORIDA 872 5222 TIME PERIOD = 1983 - 2001 ELEVATIONS OF TIDAL DATUMS ARE REFERENCED IN NAVD 1988 MEAN HIGH WATER (MHW) = +0.28 FT NAVD MEAN LOW WATER (MLW) = -1.31 FT NAVD MEAN LOWER LOW WATER (MLLW) = -1.73 FT NAVD TIDAL EPOCH MEAN HIGHER HIGH WATER (MHHW) = +0.51 FT NAVD PUBLISHED TIDAL INFORMATION = APRIL 1978 - AUGUST 1978 = 8725235 WIGGINS PASS, INSIDECONTROL TIDE STATION Digitally signed by Richard J Ewing DN: c=US, o=Florida, dnQualifier=A01410C000001 84C4118C310004E891, cn=Richard J Ewing Date: 2023.07.07 06:15:01 -04'00' 3.A.c Packet Pg. 26 Attachment: Attachment B - Specific Purpose Survey (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condominium Manatee Protection Plan (PL20230012349) An analysis of the project considering the Collier County Manatee Protection Plan (MPP) has concluded the following: Vegetation Impact – For shoreline vegetation, such as mangroves, “No Impact” is defined as no greater than 5% of the native marine habitat is disturbed. For seagrasses, “No Impact” means that no more than 100 square feet of seagrasses can be impacted (Manatee Protection Plan, page 79). An analysis of shoreline vegetation was provided by Turrell, Hall and Associates. Based upon the proposed dock site plan, no impacts of shoreline vegetation are proposed. No seagrasses are present within 200 feet of the proposed docking facility located in Vanderbilt Lagoon. Overall, this factor is classified as “No Marine Impact” to Marine Habitat under the Marina Siting Criteria of the MPP. Water Depth – Adequate water depths must be greater than -4 feet Mean Low Water (MLW; Manatee Protection Plan, page 72). The current depth of the area ranges between -1.2 ft MLW to -7.9 ft MLW. The proposed slip locations will be maintained greater than -4 ft MLW. The property is adjacent to a man-made canal that has been maintenance dredged (Vanderbilt Lagoon). Therefore, this factor is classified as “Greater than 4 feet MLW” for Water Depth under the Marina Siting Criteria. Manatee Deaths – The MPP considers High Manatee Use densities to be in areas where more than 20 percent of all the watercraft-caused manatee deaths in Collier County have been found (Manatee Protection Plan, page 73). An analysis of the most recent data has 11 out of 188 (6%) watercraft-related manatee deaths within a 5-mile radius of the project site. Based upon the data the area is NOT considered “a high manatee use area” under the Marina Siting Criteria of the MPP. In summary, the above information results in no marine impact and water depths exceeding -4 feet MWL. The project’s location is a low manatee use area, the outcome results in a Preferred ranking under the MPP. Under Preferred Ranking, new boat slip density would be allowed at 18 slips per 100 feet of shoreline. The application states there are 304 linear feet of shoreline, which would equate to 55 slips allowed (304 linear feet x 18 slips/100). The applicant is proposing 12 wet slips, which is less than the maximum boat slip limit; therefore, the project is consistent with the MPP. 3.A.d Packet Pg. 27 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) MARINA SITING CRITERIA ------------------------------------------------------------------------------------------------ Water Depth Native Marine Habitat Manatee Use ========================================================================== Greater Than Less Than No Impact¹ Impact Not High High 4' MLW 4' MLW ------------------------------------------------------------------------------------------------ PREFERRED X X X MODERATE X X X MODERATE X X X MODERATE X X X PROTECTED X X X PROTECTED X X X PROTECTED X X X PROTECTED X X X ------------------------------------------------------------------------------------------------ (1) For shoreline vegetation such as mangroves, no impact is defined as no greater than 5% of the native marine habitat is disturbed. For sea grasses, no impact means that no more than 100 square feet of sea grasses can be impacted. Table 3-1 Marina Siting Criteria & Allowable Wet Slip Densities Preferred Sites. New or expanded wet slip marinas and multi-family facilities: Shall be allowed at a density of 18 boat slips for every 100 feet of shoreline. Dry Storage facilities: Expansion of existing and construction of new facilities allowed. Boat Ramps: Expansion of existing and construction of new ramps allowed. Page 79 of MPP 3.A.d Packet Pg. 28 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) TURRELL, HALL & ASSOCIATES, INC. Marine & Environmental Consulting 3584 Exchange Avenue ● Naples, Florida 34104-3732 ● 239-643-0166 ● Fax (239) 643-6632 ● jeff@thanaples.com July 19, 2023 Collier County Environmental Department C/O Craig Brown, Senior Environmental Specialist 2800 Horseshoe Drive Naples, FL 34104 Re: Watermark Condominium - Manatee Protection Plan Consistency Determination Dear Mr. Brown: Pursuant to our Boat Dock Extension and companion SDPI application to Collier County which proposes to construct a new docking facility for the Watermark Condominium located at 9830 Gulf Shore Drive Naples, FL 34108, further identified by folio 27481040002. As part of the counties and DEP’s review, they have asked for a Collier County Manatee Protection Plan Consistency Determination. As such please find attached the associated application along with the various exhibits indicating the proposed project scope of work and a siting analysis based on the Collier County Manatee Protection Plan (CCMPP). The subject property is an existing multi-family residential property located on Vanderbilt Lagoon. This portion of the subject waterway is a man-altered waterway which is considered state lands, has an existing rip-rap shoreline with mangroves and other vegetation and is approximately 304 linear feet of shoreline. The proposed project scope of work consists of constructing a new fixed docking facility with 12 slips and associated boatlifts with the majority of what is being proposed being located on state lands which will require a submerged land lease (SLL). As proposed the dock total square footage is approximately 2,557 sq. ft. of over-water structure and will protrude 123 feet into the subject waterway which varies in width. However, directly across from the proposed dock the waterway width is approximately 1,695 feet and therefore will be within the allowed 25% width of waterway. Additionally, the proposed dock will provide a minimum of 25-foot setbacks from each riparian line and has been designed to fully avoid impacts the mangroves along the shoreline. A bathymetric survey was also completed to verify the existing onsite and surrounding waterway depths which are attached for your reference. It is also understood that the existing navigational channel leading out to Wiggins Pass is also maintained at a depth equal to -4’ MLW. We are requesting the attached Consistency Determination package be reviewed so that Collier Count and DEP can verify we are consistent with the county MPP to then issue their permit. Please let me know if you have any questions. Regards, Jeff Rogers 3.A.d Packet Pg. 29 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) WATERMARK CONDO: SITING & CCMPP ANALYSIS Assessing the number of existing and allowed slips for Watermark Condo located in Vanderbilt Lagoon, the Collier County Manatee Protection Plan (CCMPP) was used as the basis for the analysis. To rank the site 3 criteria were analyzed below per 3.2.4 of the CCMPP using a 5-mile radius sphere of influence and a 5-mile on-water travel distance (see attached manatee mortality map). 1. ADEQUATE WATER DEPTH Adequate water depths are defined by 3.2.4 of the CCMPP as water that is greater than 4 feet Mean Low Water (MLW). Coastal Engineering provided us with a bathymetric survey with depths referenced to MLW within and around the existing waterway. This was used to verify the depths on site extending out into the waterway are adequate meaning -4’ MLW or greater, which they are. See attached bathymetric survey. Additionally, the CCMPP notes as well as confirmed on local navigational charts that depths within this area of Vanderbilt Lagoon extending out to the Gulf of Mexico are greater than -4 feet MLW making this criterion Preferred. 2. NATIVE MARINE HABITAT Section 3.2.4 of the CCMPP defines Native marine habitat as seagrass beds, salt marshes, mangroves, or other biologically productive submerged and shoreline habitats and a “no impact” determination is defined as <5% native marine habitat disturbed and <100 sf of seagrass impacts. Per the attached submerged resource survey, which was conducted on May 5, 2023, there are no seagrasses within 200-feet of the proposed docking facility. There are mangroves scattered along the shoreline which were taken into consideration with the proposed dock footprint to fully avoid. Based off this information as proposed the project would fall under a Preferred Ranking in terms of native marine habitat (see SAV Survey). 3. MANATEE ABUNDANCE Section 3.2.4 of the CCMPP defines Manatee Abundance as an area where at least 20% of all county-wide watercraft -caused manatee deaths occurred. A GIS map (attached) yielded a 6% mortality rate in our 5-mile sphere of influence and in our 5-mile water travel sphere, which falls well below the allowed 20%. Based off this data the subject waterway is not considered a high manatee use area. Additionally, there are no areas between the project and the Gulf of Mexico (> 2 miles) where the speed zones are above Idle Speed/NO WAKE. The manatee abundance criteria would fall under the Preferred status. 3.A.d Packet Pg. 30 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Table 3-1 CCMPP RANKING PREFERRED MODERATE PROTECTED WATER DEPTHS >4’ MLW X <4’ MLW NATIVE MARINE HABITAT No Impact X Impact MANATEE USE Not High X High Per the Collier County Manatee Protection Plan, under a Preferred Ranking there are 18 slips allowed for every 100 feet of shoreline. Watermark is a condominium that has 304 feet of shoreline, this equates to 54 allowed slips. The facility currently has 0 wet slips and is proposing 12 slips therefore this criterion is met. 3.A.d Packet Pg. 31 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) CONSISTENCY DETERMINATION APPLICATION 3.A.d Packet Pg. 32 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.d Packet Pg. 33 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.d Packet Pg. 34 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.d Packet Pg. 35 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) SITE PLAN 3.A.d Packet Pg. 36 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.d Packet Pg. 37 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore SURVEY 3.A.d Packet Pg. 38 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3. 5 5 3.503.444.934.912 . 1 14.214.384.043.773.87 -1.74.13.61 . 8 2. 4 2.62.41 . 8 2.60 . 7 3.63.23.52.81 . 31.21.04 . 6 X-0.3-0.3-0.3-2.5-1.4- 1 . 0 -2.6- 3 . 3 - 1 . 7 - 2 . 8 - 2 . 3 - 1 . 4 - 1 . 3 -2.9- 2 . 1-1.40.10.82. 0 2 . 73.6- 3 . 2 - 2 . 7 - 1 . 7-0.7- 4 . 8 - 3 . 9-3.0-2.2-1.9-4.4-2.54 . 3 3.92.10.44 . 4 4.34.22.80 . 9 3.63.31. 0 -0.3- 1 . 5 3.11. 8 0 . 8 0.60.23.93.62.01 . 6 1 . 1 -1.20. 40.40.30 . 3 0. 4 0.30.30.30.30.30.40. 4 0.40.2S81°35'30"E 200.00'(D)S81°52'29"W 200.00'(S)N08°24'30"W 300.00'(D)N08°02'43"W 300.00'(S)N08°24'30"W 300.00'(D)N08°02'43"W 299.72'(S)S81°35'30"E 200.00'(D)S81°57'17"W 200.00'(S)NORTH HALF OFLOT VIILOT VIIISOUTH HALF OFLOT IXNORTH HALF OFLOT IXSOUTH HALF OFLOT XTHE WATERMARK,A CONDOMINIUM9380 GULF SHORE DRIVE(O.R. BOOK 1593, PAGE 1450)EXISTING RESIDENTIALSTRUCTUREGULF SHORE DRIVE70' RIGHT OF WAYVANDERBILT LAGOONPLATTED WATERWAY WIDTH = 300'MEASURED WATERWAY WIDTH = 400'±MANGOVESMANGOVESTENNISCOURTBRICKPAVERDRIVEBRICKPAVERDRIVEMEAN HIGH WATER LINELOCATED 11/23/22TOE OFRIP RAPTOP OFRIP RAPEND OF SEAWALLIS 1.0' NORTH OFPROPERTY LINEEND OF SEAWALLIS 0.7' SOUTH OFPROPERTY LINESPAEXISTINGPOOLEXISTINGPOOL DECKEXISTINGPOOL DECKFLOOD ZONE AEELEVATION 11.0FLOOD ZONE AEELEVATION 12.0FLOOD ZONE AEELEVATION 12.0FLOOD ZONE VEELEVATION 13.01989 COASTAL CONSTRUCTIONCONTROL LINEBENCHMARKSET PK NAIL AND DISCSTAMPED CEC LB 2464ELEVATION = 3.55 NAVDBENCHMARKSET 5/8" IRON PIN AND CAPSTAMPED CEC LB 2464ELEVATION = 4.02 NAVDEXISTING DOCKSEXISTING DOCKS5.0-2.9-4.4-4.5- 6 . 1 - 6 . 7 -7.0- 7 . 3 -7.4-7.6- 7 . 7 -7.6- 7 . 5 -7.5-7.5-7.4-7.4- 7 . 3 -7.34 . 4 - 3 . 9 - 4 . 4 - 4 . 8 -5.8-6.8- 7 . 0 - 7 . 2 - 7 . 4 -7.4-7.5-7.5-7.4-7.4- 7 . 4 - 7 . 4 -7.3-2.9-3.2- 4 . 1 - 5 . 5 -6.7-7.1-7.2-7.2- 7 . 3 - 7 . 3 - 7 . 4 -7.4- 7 . 4 -7.3-7.3-7.3-7.3- 1 . 4 - 2 . 2 -3.4- 4 . 6 - 5 . 9 -6.9- 7 . 0 -7.2-7.3- 7 . 4 -7.4-7.4- 7 . 5 - 7 . 4 -7.4- 7 . 4 1. 0 - 1 . 3 - 1 . 4 - 2 . 1 -3.4- 4 . 7 -6.0- 6 . 9 -7.0-7.2- 7 . 3 -7.4-7.4-7.5- 7 . 5 -7.4- 7 . 4 -7.4-7.4-2.6- 3 . 5 - 4 . 6 -5.7-6.6- 6 . 9 -7.0-7.2- 7 . 4 -7.5- 7 . 6 - 7 . 6 - 7 . 6 -7.6- 7 . 5 -7.5- 3 . 2 -4.3-5.7-6.7- 6 . 9 -7.2-7.4- 7 . 4 -7.5-7.6- 7 . 6 - 7 . 6 - 7 . 6 - 7 . 6 -7.5 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: 11/23/22FLORIDA 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.22.26911SPECIFIC PURPOSE SURVEY THE WATERMARK CONDOMINIUM ASSOCIATION, INC.1' = 20' K690 54 25E48S 22.269 22.269 12/12/22 MMW RJE 32LEGAL DESCRIPTIONPARCEL A: THE NORTH HALF OF LOT VII, ALL OF LOT VIII, AND THE SOUTH HALF OF LOT IX,BLOCK B, OF CONNER'S VANDERBILT BEACH ESTATES, UNIT NO. 1, ACCORDING TO THEPLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGES 8 AND 9, PUBLIC RECORDS OFCOLLIER COUNTY, FLORIDA, (BUT NOT INCLUDED IN SAID PLAT)ANDTHE NORTH HALF OF LOT IX AND THE SOUTH HALF OF LOT X, BLOCK B, OF CONNER'SVANDERBILT BEACH ESTATES, UNIT NO. 1, ACCORDING TO THE PLAT THEREOF, ASRECORDED IN PLAT BOOK 3, PAGES 8 AND 9, PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA, (BUT NOT INCLUDED IN SAID PLAT)THE ABOVE DESCRIBES AN AREA OF APPROXIMATELY 60,000 SQUARE FEET OR 1.38ACRES OF LAND.GENERAL NOTES1. = FOUND 5/8" IRON PIN NO I.D.2. BEARINGS BASED ON A GRID BEARING OF S87°58'29"W ON THE NORTH RIGHT OF WAY LINE OF CENTRAL AVENUE.3. DESCRIBED PROPERTY LIES IN FLOOD ZONE AE, ELEVATIONS 11.0 AND 12.0 PER F.I.R.M. COMMUNITY PANEL NO. 120067 MAP NO. 12021C 0189H DATED MAY 16, 2012.4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH AMERICAN VERTICAL DATUM 1988 (N.A.V.D. 88).5. ELEVATIONS AND DISTANCES SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF.6. THIS SURVEY IS CERTIFIED TO THE DATE OF THE FIELD SURVEY, NOT THE DATE OF SIGNATURE.7. OTHER EXISTING IMPROVEMENTS WERE NOT LOCATED UNDER THE SCOPE OF THIS SURVEY.LEGEND(S) = SURVEY DATA(D) = DESCRIPTION DATA OF THE WATERMARK, A CONDOMINIUM AS RECORDED IN OFFICIAL RECORDS BOOK 1593, PAGE 1450, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.402010200SCALE: 1" = 20'TIDAL DATUMS AT WATER TURKEY BAYARE BASED ON FLORIDA 872 5222TIME PERIOD = 1983 - 2001ELEVATIONS OF TIDAL DATUMS ARE REFERENCED IN NAVD 1988MEAN HIGH WATER (MHW) = +0.28 FT NAVDMEAN LOW WATER (MLW) = -1.31 FT NAVDMEAN LOWER LOW WATER (MLLW) = -1.73 FT NAVDTIDAL EPOCHMEAN HIGHER HIGH WATER (MHHW) = +0.51 FT NAVDPUBLISHED TIDAL INFORMATION= APRIL 1978 - AUGUST 1978= 8725235 WIGGINS PASS, INSIDECONTROL TIDE STATION3.A.dPacket Pg. 39Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) FLUCFCS MAP 3.A.d Packet Pg. 40 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.d Packet Pg. 41 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore MANATEE ABUNDANCE EXHIBIT 3.A.d Packet Pg. 42 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) !¤ !¤!¤ !¤ !¤ !¤ !¤ !¤ !¤ !¤ !¤ PINE RIDGE RD TAMIAMI TRL NGOODLETTE-FRANK RD NI75Turrell, Hall & Associates, Inc.Marine & Environmental Consulting 3484 Exchange Ave. Suite B. Naples, FL 34104-3732Email: tuna@turrell-associates.com Phone: (239) 643-0166 Fax: (239) 643-6632 WATERMARK CONDOMANATEE MORTALITY MAP ¯ 0 1.6 3.2Mi Man ate e data p ro vided by: Florida Fish an d Wild life Conservation Commission 6% (11 ou t of 18 8) o f watercraft-related man ate e mortalities in Co llier Co unty from 1974 to Present a re with in a 5 mile ra dius of the subje ct property. DRAWN BY: CREATED: JOB NO.: REVISION: SHEET:SECTION- TOWNSHIP- RANGE-32 48S 25E RMJ 06-30-23 21109 N/A N/A N/A P:\21109.00 Watermark Dock OwnersAssoc\GIS\21109_ManateeMort-CNTY.mxd FILE PATH: SCALE:1 "=1.5 mi 12 OF 12 Legend !¤Ma natee Bo at Re la te d Deaths from 1 974 -Present Subject Prope rty 5 Mile Buffer 3.A.d Packet Pg. 43 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore SRS SURVEY 3.A.d Packet Pg. 44 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) WATERMARK CONDO 9380 GULF SHORE DR. NAPLES, FL 34108 FOLIO #81207500021 SUBMERGED RESOURCE SURVEY SECTION 32, TOWNSHIP 48 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA MAY 2023 PREPARED BY: TURRELL, HALL & ASSOCIATES, INC 3584 EXCHANGE AVENUE, STE B NAPLES, FL 34104 3.A.d Packet Pg. 45 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) SRS Survey Watermark May 2023 1.0 INTRODUCTION Turrell, Hall & Associates, Inc. (THA) has been contracted to provide environmental permitting & engineering services for the proposed new docking facility which accommodates 12 slips and boatlifts. A part of the permitting and design process includes completing an onsite Submerged Resource Survey (SRS) at the subject property Watermark Condo at 9380 Gulf Shore Dr. in Naples, FL 34108 that can be identified by folio #81207500021. This resource survey will provide planning assistance to both the property owner and regulating agencies during the review process for the proposed project. The subject property consists of a multi-family residential complex that can be found on the east side of Gulf Shore Dr. along Vanderbilt Lagoon. The subject waterway connects directly to the Gulf of Mexico through Wiggins Pass. The upland parcel currently consists of a multi-family condominium with an existing rip-rap vegetated shoreline made up of mangroves and other vegetation scattered throughout. The property is neighbored to the north by a multi-family residence with a docking facility, to the south by a multi-family residence with a docking facility, to the east by the subject waterway, and to the west by Gulf Shore Drive. The SRS was conducted on May 5, 2023, between approximately 11:30a.m. and 12:15 a.m. Site conditions on that day consisted of sunny skies with a gentle southeast breeze approximately 5- 10mph. Water clarity was good too fair which allowed for approximately 12-24 inches of visibility. The ambient air temperature was approximately 85 degrees Fahrenheit with an incoming tide. A low tide occurred before the site visit at approximately 7:34 a.m. and reached approximately 0.9’ feet above the Mean Low Water Mark. High tide was achieved after the site visit at approximately 12:48 p.m., reaching approximately 2.5 feet above the Mean Low Water Mark. 2.0 OBJECTIVE The objective of the SRS was to identify and locate any existing submerged resources within 200 feet of the proposed dock and boathouse facility project. Ordinarily, if seagrasses are present within the vicinity of a project area, an analysis will be required regarding species, percent coverage, and impacts projected by the proposed project. The presence of seagrasses may be ample cause for re- configuration of the design for projects over surface waters in order to minimize impacts. The general scope of work performed during a typical submerged resource survey is summarized below: • THA personnel will conduct a site visit and swim a series of transects within the project site in order to verify the location of any submerged resources. • THA personnel will identify submerged resources within the vicinity of the site and produce an estimate of the percent coverage of any resources found. • THA personnel will delineate the approximate limits of any submerged resources observed via a handheld GPS device. 3.A.d Packet Pg. 46 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.0 METHODOLOGY THA biologists intentionally designed the methodology of the SRS to cover not only the entire subject property shoreline for the proposed dock and boathouse installation but also the area within 200 ft. of the proposed site as required by the Collier County LDC. The components utilized for this survey included: • Reviewing aerial photography of the surveyed area. • Establishing survey transect lines (spaced approximately 10 feet apart) overlaid onto aerials. (See attached Exhibits) • Physically swimming the transects, GPS locating the limits of any submerged resources found, and determining the percent coverage within the area. • Documenting and photographing all findings The surveyed area was evaluated systematically by following the established transect lines throughout the project site as shown on the attached exhibit. Neighboring properties, adjacent docking facilities, and other landmarks provided reference markers which assisted in maintaining correct positioning over each transect. During this SRS, one THA staff member swam the transect lines using snorkel equipment while a second remained on the shoreline taking notes and compiling findings on an aerial of the project site. Ordinarily, if any resources are found, they are photographed, GPS located, delineated, and analyzed for percent coverage within the area via a half meter square quadrat. 3.A.d Packet Pg. 47 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 4.0 RESULTS The substrate found within the surveyed area consists of only 1 different characteristic being a silty muck material with scattered shell debris. There was also a lot of vegetation debris observed in the surrounding area, mostly from the recent storm surge that affected this area. Depths increased gradually with distance from the rip-rap shoreline increasing in depth out to the middle of the waterway with depths ranging from 2.5 to 8 feet. During the survey, no seagrasses were observed but there were oyster debris consisting of small clusters and scattered oyster debris throughout. Accordingly, no impacts to any submerged resources are expected to occur as the result of the proposed project and no impacts are proposed to any of the existing mangroves along the subject shoreline. A list of species observed during the SRS can be seen below in Table 1. Table 1 – Observed species of wildlife and vegetation within the vicinity of the project site 5.0 CONCLUSIONS The submerged resource survey was conducted and completed throughout a 200-foot radius surrounding the project site and yielded few results. An existing rip-rap shoreline is present with scattered mangroves and other vegetation. There were no seagrasses or other significant marine resources that were observed anywhere within the vicinity of the project site. There were significant amounts of barnacles and oyster debris observed in and around the mangrove roots contained up along the shoreline. Based off these observations it is THA opinion that the proposed project will not have any negative impacts to any submerged resources nor the subject waterway water quality. 6.0 PHOTOS Common Name Scientific Name Striped Mullet Mugil cephalus Sheepshead Archosargus probatocephalus Gray Snapper Lutjanus griseus Common Snook Centropomus undecimalis 3.A.d Packet Pg. 48 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Photo 1: Existing property southern shoreline and mangroves. Photo 2: Existing property shoreline and mangroves. 3.A.d Packet Pg. 49 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Photo 3: View from existing shoreline of subject waterway Photo 4: View of the existing northern shoreline and adjacent docking facility 3.A.d Packet Pg. 50 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Photo 5: View of shoreline from waterway. Photo 6: Sediment with heavy shell and vegetation debris close to mangrove shoreline. 3.A.d Packet Pg. 51 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Photo 7: Muck/silt sediment out in deeper portions of waterway. Photo 8: Typical bottom sediment. 3.A.d Packet Pg. 52 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Photo 9: Adjacent dock looking south. 3.A.d Packet Pg. 53 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) EXHIBIT 1 SUBMERGED RESOURCE DIVE TRANSECT MAP 3.A.d Packet Pg. 54 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.d Packet Pg. 55 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore APPENDIX I PHOTOS OF SURVEY AREAS 2023 3.A.d Packet Pg. 56 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Typical Substrate Typical Bottom Substrate with shell debris (above) 3.A.d Packet Pg. 57 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Mangrove Fringe SHORELINE PHOTOS 3.A.d Packet Pg. 58 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.d Packet Pg. 59 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.d Packet Pg. 60 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) ADDRESSING CHECKLIST 3.A.d Packet Pg. 61 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.d Packet Pg. 62 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.d Packet Pg. 63 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.d Packet Pg. 64 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) MANATEE AWARENESS & PROTECTION PLAN 3.A.d Packet Pg. 65 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) WATERMARK CONDO MANATEE AWARENESS AND PROTECTION PLAN JULY 2023 PREPARED BY: JEFF ROGERS TURRELL, HALL & ASSOCIATES, INC. 3584 EXCHANGE AVE. NAPLES, FL 34104 (239) 643-0166 jeff@thanaples.com 3.A.d Packet Pg. 66 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Manatee Awareness & Protection Plan June 2023 1.0 INTRODUCTION Watermark Condo is located at 9380 Gulf Shore Dr. Naples, FL 34108 along the southern terminus of Vanderbilt Lagoon in Section 32, Township 48 South, Range 25 East, Collier County. The marina will feature a 12 wet slip private multi-family docking facility which will accommodate the residents. The proposed project also includes installing 12 boatlifts within the proposed slips. 1.1 Background The West Indian Manatee (subspecies Florida Manatee) (Trichechus manatus latirostris) is a slow-moving herbivore marine mammal which frequents waters and bays of South Florida for its warmer waters. They are protected under the Endangered Species and Marine Mammal Protection Acts. They can reach lengths of 14 feet and weigh up to 3,000 pounds. Manatee feed on marine grasses, alga, and floating plants. Boats until recently were the most significant danger to manatees, however in 2020 and 2021 a sharp decline in seagrass beds have led to a rash of mortalities from starvation in the North Florida springs where they will winter. Seagrass beds in the Vanderbilt Lagoon system are very sporadic and generally small in size. The Watermark Condo facility’s bottom lands do not contain seagrasses or macro algae. Vanderbilt Lagoon to the Gulf of Mexico is also an Idle Speed /No Wake Zone, so the manatee which can be found in these waters are protected from vessels to a large degree. 2.0 EDUCATION AND PUBLIC AWARENESS The applicant has agreed to install and maintain the following signage which will be required by special condition in the Department of Environmental Protection and U.S. Army Corps of Engineers permits. (Signage map attached.) • Manatee educational signage at the proposed walkway access from the upland to the docks. 3.0 POSTING AND MAINTENANCE OF MANATEE SIGNAGE Attached is a signage location map for the facility which includes the manatee and other federally protected sea life. That signage will be maintained in good condition for the life of the facility. If the signage becomes damaged or faded it will be replaced. 2 3.A.d Packet Pg. 67 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Manatee Awareness & Protection Plan June 2023 4.0 INFORMATION ON THE TYPE AND DESTINATION OF BOAT TRAFFIC GENERATED BY THE FACILITY This facility will generate and be the recipient of the residence of Watermark Condo who are the authorized patrons proposed to use the docking facility. There are 12 slips total, but not all will be generating boat traffic on the same day. The facility will be used strictly by Watermark Condo residents for their private vessels. Most boat traffic will be destined for Vanderbilt Lagoon extending out to the Gulf of Mexico. 5.0 MARKING OF NAVIGATIONAL CHANNELS Since the facility is located at the southern terminus of the Vanderbilt Lagoon basin with one entrance and exit navigation channels are not an issue until boats pass through Water Turkey bay extending to Wiggins Pass to then reach the Gulf of Mexico. These bays and waterways are already well marked so no other navigational markers will be required in association with the proposed facility. 3 3.A.d Packet Pg. 68 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.d Packet Pg. 69 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore WATERMARK CONDO 9380 GULF SHORE DR. NAPLES, FL 34108 FOLIO #81207500021 SUBMERGED RESOURCE SURVEY REPORT MAY 2023 PREPARED BY: 3.A.d Packet Pg. 70 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Table of Contents 1 Introduction ....................................................................................................................................... 1 2 Objective ............................................................................................................................................. 2 3 Methodology ...................................................................................................................................... 3 4 Results ................................................................................................................................................. 4 5 Conclusion .......................................................................................................................................... 5 6 Photos .................................................................................................................................................. 6 3.A.d Packet Pg. 71 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 1 1 INTRODUCTION Turrell, Hall & Associates, Inc. (THA) has been contracted to provide environmental permitting & engineering services for the proposed new docking facility which accommodates 12 slips and boatlifts. A part of the permitting and design process includes completing an onsite Submerged Resource Survey (SRS) at the subject property Watermark Condo at 9380 Gulf Shore Dr. in Naples, FL 34108 that can be identified by folio #81207500021. This resource survey will provide planning assistance to both the property owner and regulating agencies during the review process for the proposed project. The subject property consists of a multi-family residential complex that can be found on the east side of Gulf Shore Dr. along Vanderbilt Lagoon. The subject waterway connects directly to the Gulf of Mexico through Wiggins Pass. The upland parcel currently consists of a multi-family condominium with an existing rip-rap vegetated shoreline made up of mangroves and other vegetation scattered throughout. The property is neighbored to the north by a multi-family residence with a docking facility, to the south by a multi-family residence with a docking facility, to the east by the subject waterway, and to the west by Gulf Shore Drive. The SRS was conducted on May 5, 2023, between approximately 11:30a.m. and 12:15 a.m. Site conditions on that day consisted of sunny skies with a gentle southeast breeze approximately 5- 10mph. Water clarity was good too fair which allowed for approximately 12-24 inches of visibility. The ambient air temperature was approximately 85 degrees Fahrenheit with an incoming tide. A low tide occurred before the site visit at approximately 7:34 a.m. and reached approximately 0.9’ feet above the Mean Low Water Mark. High tide was achieved after the site visit at approximately 12:48 p.m., reaching approximately 2.5 feet above the Mean Low Water Mark. 3.A.d Packet Pg. 72 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 2 2 OBJECTIVE The objective of the SRS was to identify and locate any existing submerged resources within 200 feet of the proposed dock and boathouse facility project. Ordinarily, if seagrasses are present within the vicinity of a project area, an analysis will be required regarding species, percent coverage, and impacts projected by the proposed project. The presence of seagrasses may be ample cause for re-configuration of the design for projects over surface waters in order to minimize impacts. The general scope of work performed during a typical submerged resource survey is summarized below: • THA personnel will conduct a site visit and swim a series of transects within the project site in order to verify the location of any submerged resources. • THA personnel will identify submerged resources within the vicinity of the site and produce an estimate of the percent coverage of any resources found. • THA personnel will delineate the approximate limits of any submerged resources observed via a handheld GPS device. 3.A.d Packet Pg. 73 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 3 3 METHODOLOGY THA biologists intentionally designed the methodology of the SRS to cover not only the entire subject property shoreline for the proposed dock and boathouse installation but also the area within 200 ft. of the proposed site as required by the Collier County LDC. The components utilized for this survey included: • Reviewing aerial photography of the surveyed area. • Establishing survey transect lines (spaced approximately 10 feet apart) overlaid onto aerials. (See attached Exhibits) • Physically swimming the transects, GPS locating the limits of any submerged resources found, and determining the percent coverage within the area. • Documenting and photographing all findings The surveyed area was evaluated systematically by following the established transect lines throughout the project site as shown on the attached exhibit. Neighboring properties, adjacent docking facilities, and other landmarks provided reference markers which assisted in maintaining correct positioning over each transect. During this SRS, one THA staff member swam the transect lines using snorkel equipment while a second remained on the shoreline taking notes and compiling findings on an aerial of the project site. Ordinarily, if any resources are found, they are photographed, GPS located, delineated, and analyzed for percent coverage within the area via a half meter square quadrat. 3.A.d Packet Pg. 74 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 4 4 RESULTS The substrate found within the surveyed area consists of only 1 different characteristic being a silty muck material with scattered shell debris. There was also a lot of vegetation debris observed in the surrounding area, mostly from the recent storm surge that affected this area. Depths increased gradually with distance from the rip-rap shoreline increasing in depth out to the middle of the waterway with depths ranging from 2.5 to 8 feet. During the survey, no seagrasses were observed but there were oyster debris consisting of small clusters and scattered oyster debris throughout. Accordingly, no impacts to any submerged resources are expected to occur as the result of the proposed project and no impacts are proposed to any of the existing mangroves along the subject shoreline. A list of species observed during the SRS can be seen below in Table 1. Table 1: Observed species of wildlife and vegetation within the vicinity of the project site Common Name Scientific Name Striped Mullet Mugil cephalus Sheepshead Archosargus probatocephalus Gray Snapper Lutjanus griseus Common Snook Centropomus undecimalis 3.A.d Packet Pg. 75 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 5 5 CONCLUSION The submerged resource survey was conducted and completed throughout a 200-foot radius surrounding the project site and yielded few results. An existing rip-rap shoreline is present with scattered mangroves and other vegetation. There were no seagrasses or other significant marine resources that were observed anywhere within the vicinity of the project site. There were significant amounts of barnacles and oyster debris observed in and around the mangrove roots contained up along the shoreline. Based off these observations it is THA opinion that the proposed project will not have any negative impacts to any submerged resources nor the subject waterway water quality. 3.A.d Packet Pg. 76 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 6 6 PHOTOS Photo 1: Existing property southern shoreline and mangroves. Photo 2: Existing property shoreline and mangroves. 3.A.d Packet Pg. 77 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 7 Photo 3: View from existing shoreline of subject waterway Photo 4: View of the existing northern shoreline and adjacent docking facility 3.A.d Packet Pg. 78 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 8 Photo 5: View of shoreline from waterway. Photo 6: Sediment with heavy shell and vegetation debris close to mangrove shoreline. 3.A.d Packet Pg. 79 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 9 Photo 7: Muck/silt sediment out in deeper portions of waterway. Photo 8: Typical bottom sediment. 3.A.d Packet Pg. 80 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 10 Photo 9: Adjacent dock looking south. 3.A.d Packet Pg. 81 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) !¤ !¤!¤ !¤ !¤ !¤ !¤ !¤ !¤ !¤ !¤ PINE RIDGE RD TAMIAMI TRL NGOODLETTE-FRANK RD NI75Turrell, Hall & Associates, Inc.Marine & Environmental Consulting 3484 Exchange Ave. Suite B. Naples, FL 34104-3732Email: tuna@turrell-associates.com Phone: (239) 643-0166 Fax: (239) 643-6632 WATERMARK CONDOMANATEE MORTALITY MAP ¯ 0 1.6 3.2Mi Man ate e data p ro vided by:Florida Fish an dWildlife Conservation Commission 6% (11 ou t of 18 8) o f watercraft-related man ate e mortalities in Co llier Co unty from1974 to Present a re with in a 5 mileradius of the subje ct property. DRAWN BY: CREATED: JOB NO.: REVISION: SHEET:SECTION- TOWNSHIP- RANGE-32 48S 25E RMJ 06-30-23 21109 N/A N/A N/A P:\21109.00 Watermark Dock OwnersAssoc\GIS\21109_ManateeMort-CNTY.mxd FILE PATH: SCALE:1 "=1.5 mi 12 OF 12 Legend !¤Ma natee Bo at Re la te d Deaths from 1 974 -Present Subject Prope rty 5 Mile Buffer 3.A.d Packet Pg. 82 Attachment: Attachment C - MPP Analysis PL20230012349 (27765 : PL20230007149 BD 9380 Gulf Shore LAST REVISION: ZONING ___________________ OTHER ___________________SUBDIVISON INDEX ATTEST___________________________CLERK COLLIER COUNTY, FLORIDA TWP 48S RNG 25E SEC(S) 32 NO 1/2 MAP NUMBER: BY___________________________CHAIRMAN COMMUNITY DEVELOPMENT DIVISION 13BD 5 5 5 EVIRDYNOLOCYAB(PELICAN BAY) COUNTY PARKING BAY COLONY BD TRACT "E" 4 44 4 4V p.u. RITZ-CARLTON HOTEL GULF OF MEXICO RSF-3 R T -V B R T O 1IV XIII XI X IX VIII VII VI V III XIV XIII XII XI X IX VIII VII VI V RMF-6RMF-16C-3 RSF-3ST 5,6,8,9,10,12,15,25,26PUDGULF SHORE DRIVEVANDERBILT BEACH ROAD (CR 862) CENTER STREET SOUTHBAY DRIVE PALM COURT OAK AVE NUE 3 2 1 2 1 1 3 3 1 1 2 2 2 3 VANDERBILT DRIVE6 5 4 3 2 1 9876 5 4 3 2 1 3233323130292827262524232221201918 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 4 3 2 1 20 191817161514 13 12111098 7654321 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19181716151413121110987654321 53525150494847464544434241403938 37 363534333231302928272625242322211120191817161514131210987654321 3 VANDERBILT LAGOON A D D A B A B I H G16BD 1 2 12 3 4 5 6 87 9 1110 1413 1516 17 18C S U N S E T B A Y C O N D O A D M I R A L T Y O F V B B E A C H C O N D O G U L F P O I N T E C O N D O S U N S E T B A Y C O N D O T W I N E A G L E S B E A C H & B A YCLU B XII S E A W A T C H C O N D O W A T E R M A R K C O N D O C O N D OBEACHMOO R V A N D E R B I L T B E A C H & H A R B O U R C L U B C O N D O V A N D E R B I L T B E A C H H O T E L 1 S T A D D C O N D O TRACT "D"1VILLA LA PALMA CONDOPELICANBAREFOOT CHATEAU VANDERBILT CONDOPUDMIRALIA 18 THE REMINGTON 19V C L U BBEACH & B A YTWIN E A G L E S CU 20,21,67 COASTAL CONTROL LI NE11 BD22 23BD 24BD DRI 3 ,2 7 BD28 V 3 8 ,4 0 5 0 , C C S L3 1 3 2 C C S L 3 3 ,3 5 ,4 8 3 4 ,4 4 3 6 3 9 42 43,46 49,53,54,65 58 C C S L 3 3 ,4 8 C S LCCCL C C S L 2 9 C C C LCCSL3 7 3 6 C C C LCCSL3 7 C C C L C C C L 4 1 C S L C C S L 3 0 5 2 ,5 5 C C S L CCSL CCSL CCCLCCSL CCCLCCSL 45,47,51 56CCLV 57 3 9CCCL 3 9CCCL BD 61,62CPUD VANDERBILT BEACHCOMMERCIAL TOURIST 63 BD64 ONE NAPLESMPUD66 2 p.u.7 P.U.P.U.P.U.V P.U.P.U. 2 6017 1 BD68 $ NO. NAME P.B. Pg.1 VANDERBILT BEACH CENTER 3 162 CONNER'S VANDERBILT BEACH ESTATES UNIT 1 3 8-93 CONNER'S VANDERBILT BEACH ESTATES UNIT 2 3 174 PELICAN BAY UNIT 8 15 27-295 PELICAN BAY UNIT 10 15 64-67678910 8532N 8532S 8533N8529S The Historic/Archaeological Probability Maps are the officialCounty source designating historic or archaeologic resources.ZONING NOTES1 8-24-82 R-82-24-C 82-742 8-27-85 V-85-20 C 85-1833 12-17-85 R-85-21C 85-784 11-15-88 V-88-7 88-2875 8-12-86 PDA-86-6C 86-426 1-27-87 PDA-86-12C 87-17 8-11-87 PU-87-1C 87-1848 11-8-88 PDA-88-11C 88-849 6-13-89 PDA-89-7 89-3510 10-24-89 SDV-89-2 89-29611 8-2-90 BD-90-8 90-712 8-21-90 PDA-90-4 90-6613 5-16-91 BD-91-4 91-714 5-13-92 REMOVAL OF ST FROM- PELICAN BAY BY REQUEST FOR- LEGAL SERVICE NO. GWP9202130115 9-14-93 PUD-76-31(14) 93-6316 10-7-93 BD-93-16 93-3017 9-11-73 R 73-46 PU*7*18 3-26-96 PUD-96-2 96-1219 5-26-98 V-98-5 98-17420 6-23-98 CU-98-7 98-23421 9-12-00 CU-00-10 00-30022 11-2-00 BD-00-20 00-2923 6-21-01 BD-01-AR-739 01-1324 10-4-01 BD-01-AR-1198 01-2325 9-21-04 PUDA-03-AR-4008 04-5926 9-21-04 DRI-03-AR-4777 04-28627 1-7-04 LDC 04-0128 5-19-11 BD-PL-10-1685 11-0329 5-31-77 CSL-77-130 5-10-77 CSL-77-231 11-15-77 CCSL-77-5C 32 3-7-78 CCSL-78-1C 33 3-21-78 CCSL-78-2C 78-40 34 7-18-78 CCSL-78-5C 78-111 35 10-2-79 CCSL-79-3C 79-150 36 10-2-79 CCSL-79-4C 79-151 37 12-4-79 CCCL-79-5C 79-178 38 12-8-81 CCCL-81-7C 81-256 39 9-14-82 CCCL-82-5C 82-131 40 10-23-84 CCCL-84-3C 84-200 41 5-10-88 CCCL-87-8C 88-108 42 2-14-89 CCCL-89-1C 89-35 43 1-8-91 CCSL-90-13 91-13 44 3-19-91 CCSL-90-11 91-257 45 2-18-92 CCSL-91-9 92-136 46 2-18-92 CCSL-91-7 92-137 47 5-11-93 CCSL-93-3 93-194 48 6-14-94 CCSL-94-4 94-421 49 3-28-95 CCSL-94-15 95-247 50 8-5-97 CCSL-97-2 97-316 51 1-13-98 CCSL-97-4 98-16 52 6-23-98 CCSL-98-3 98-235 53 8-1-00 CCSL-00-3 00-252 54 6-11-02 CCSL-02-AR-2343 02-266 55 10-14-03 CCSL-01-AR-1922 03-355 56 9-27-11 CCLV-PL-10-1812 11-181 57 8-2-83 CCCL-83-9C 83-117 58 7-25-95 CCSL-95-1 95-431 59 "DELETED" 60 6-12-79 PU 79-6C PU*5* 61 7-5-18 BD-PL-17-2726 HEX 18-1362 8-27-18 BD-PL-17-2726 HEX 18-16- (SCRIVENER'S ERROR)63 6-9-20 PUDZ-PL-18-2793 20-1464 10-23-20 BDE-PL-20-2922 HEX 20-1765 10-23-20 CCSV-PL-20-764 HEX 20-2266 3-1-21 PUDZ-PL-19-697 21-0967 4-22-22 CU-PL-21-1683 HEX 22-1668 9-9-22 BDE-PL-21-87 HEX 22-36THIS IS TO CERTIFY THAT THIS IS A PAGE OF THEOFFICIAL ZONING ATLAS REFERRED TO AND ADOPTEDBY REFERENCE BY ORDINANCE NO. 04-41 OF THECOUNTY OF COLLIER, FLORIDA, ADOPTED JUNE 22, 2004,AS AMENDED BY THE ZONING NOTES AND SUBDIVISIONINDEX REFERENCED HEREON. 1 6-22-92 R-92-4 92-43 2 3-1-21 PUDZ-PL-19-697 21-09DEVELOPMENT STANDARDS MODIFICATIONS0 400 SCALE INDICATES SPECIAL TREATMENT OVERLAY 10/4/20223.A.e Packet Pg. 83 Attachment: Attachment D - Zoning Atlas 8532N (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) <> LATITUDE:N 26.256952 <> LONGITUDE: W -81.822757 5+6'#&&4'55 <> 9380 GULF SHORE DR NAPLES, FL 34108 SUBJECT PROPERTY SUBJECT PROPERTY )7.(1(/':+%1 858 82 886 41 MARCO ISLAND EVERGLADES CITY 93 29 846 NAPLES 90 90 839 94 837837 841 29 29 29 839 839 92 887 846 951 862 I-75 84864 31 856 850 846890 896 N E S W 016'5 <> THESE DRAWINGS ARE INTENDED FOR CONSTRUCTION USE. KEY WEST TAMPA FT.MYERS MIAMINAPLESP:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-SDPI.dwg 7/31/2023SHEET:DRAWN BY: REVIEWED BY:PROJECT:DATE:SCALE:LAYOUT:REVISED BY: DATE: CHANGED:ÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄÄSUBJECT PROPERTY Owner: The Watermark, a Condominium Zoning: RT-VBRTO Note: Companion application BDE-PL20230007149 Main Folio Number: 27481040002 Unit Folio Numbers: 81207500021, 81207500047, 81207500063, 81207500089, 81207500102, 81207500128, 81207500144, 81207500160, 81207500186, 81207500209, 81207500225, 81207500241, 81207500267, 81207500283, 81207500306, 81207500322, 81207500348, 81207500364, 81207500380, 81207500403, 81207500429, 81207500445 Legal Description Parcel A: The North half of Lot VII, all of Lot VIII, and the South Half of Lot IX, Block B, of CONNER'S VANDERBILT BEACH ESTATES, UNIT NO. 1, according to the plat thereof, as recorded in Plat Book 3, Pages 8 and 9, Public Records of Collier County, Florida, (but not included in said Plat) AND Parcel B: The North half of Lot IX and the South half of Lot X, Block B, of CONNER'S VANDERBILT BEACH ESTATES, UNIT NO. 1, according to the plat thereof, as recorded in Plat Book 3, Pages 8 and 9, Public Records of Collier County, Florida (but not included in said Plat). REGISTERED PROFESSIONAL ENGINEER LICENSE NO. 39659 61&&66744'.. $XJ, 2023 TODD T. TURRELL STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 39659. THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY TODD T. TURRELL, P.E. USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES DATE: Digitally signed by Todd T Turrell Date: 2023.08.01 12:43:54 -04'00'Digitally signed by Todd T Turrell Date: 2023.08.01 12:43:54 -04'00' 3.A.f Packet Pg. 84 Attachment: Attachment E - SDPI-PL20220008960 Rev3 – Pending Approval (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark XMANGROVES TENNIS COURT SPA EXISTING POOL EXISTING POOL DECK EXISTING POOL DECK1989 COASTAL CONSTRUCTIONCONTROL LINEFDC MANGROVES N E S W 01020 40 SCALE IN FEET x SURVEY COURTESY OF:xx SURVEY DATED: x THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.x ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW x APPLICANT OWNED SHORELINE (APPX LF):x EXISTING OVERWATER STRUCTURE (APPX SF):x WIDTH OF WATERWAY, MHW TO MHW (APPX):x TIDAL DATUM:xx MHW (NAVD)=xx MLW (NAVD)= NOTES: x PROPOSED OVERWATER STRUCTURE (APPX SF):x TOTAL OVERWATER STRUCTURE (APPX SF):x TOTAL PROTRUSION FROM MHWL: "COASTAL ENGINEERING CONSULTANTS, INC." 11-23-22 -1.31' +0.28' 304' 0 1,695' 2557 2557 123' 121' 5'12'12.5'12.5' 12.5'12.5' 12.5' 12.5' 12.5'12'12.5'12.5'12.5'12.5'12.5' 5'10'13'26' 26' 13' MHWL RIPARIAN LINE PROPERTY BOUNDARY 1 2 3 4 5 6 7 8 9 10 11 1235'35'100'43'8'8'PROPOSED FIXED DOCK 123' 56' 5' 5'25'30'RIPARIAN LINE SETBACK SLIP MATRIX SLIP #LENGTH (LF) WIDTH (LF)QUANTITY 1-12 35 12.5 12P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-SDPI.dwg 7/31/2023SHEET:DRAWN BY: REVIEWED BY:PROJECT:DATE:SCALE:LAYOUT:REVISED BY: DATE: CHANGED:MANATEE AWARENESS AND PROTECTION PLAN 1.0 INTRODUCTION Watermark Condo located on Gulf Shore Blvd (Naples, FL 34108) in Section 32, Township 48 South, Range 25 East, Collier County. The proposed project consists of building a fixed dock with 12 slips and installing 12 boatlifts , including the installation of the approximate 71 dock piles and 48 boatlift piles. 1.1 Background The West Indian Manatee (subspecies Florida Manatee) (Trichechus manatus latirostris) is a slow-moving herbivore marine mammal which frequents waters and bays of South Florida for its warmer waters. They are protected under the Endangered Species and Marine Mammal Protection Acts. They can reach lengths of 14 feet and weigh up to 3,000 pounds. Manatee feed on marine grasses, alga, and floating plants. Boats until recently were the most significant danger to manatees, however in 2020 and 2021 a sharp decline in seagrass beds have led to a rash of mortalities from starvation in the North Florida springs where they will winter. Seagrass beds in the Fake Union Canal system are very sporadic and generally small in size. The Sunrise Cay facility's bottom lands do not contain seagrasses or macro algae. Faka Union Canal to the Gulf of Mexico is also a Slow/No Wake Speed Zone, so the manatee which can be found in these waters are protected from vessels to a large degree. 2.0 EDUCATION AND PUBLIC AWARENESS The applicant has agreed to install and maintain the following signage which will be required by special condition in the Department of Environmental Protection and U.S. Army Corps of Engineers permits. (Signage map attached.) x Manatee educational signage at each dock entrance on the upland.x Monofilament signage and disposal boxes at each dock entrance, except the fuel dock where it will be located at the ship store.x Sea turtle, Dolphin and Smalltooth Sawfish signage at the ship store. 3.0 POSTING AND MAINTENANCE OF MANATEE SIGNAGE Attached is a signage location map for the facility which includes the manatee and other federally protected sea life. That signage will be maintained in good condition for the life of the facility. If the signage becomes damaged or faded it will be replaced. 4.0 MONITORING AND MAINTEANCE OF WATER QUALITY TO COMPLY WITH STATE STANDARDS It is expected that the state water quality certification will require some kind of water quality monitoring upon issuance. The testing and monitoring will be done and submitted as required. 5.0 INFORMATION ON THE TYPE AND DESTINATION OF BOAT TRAFFIC GENERATED BY THE FACILITY This facility will continue to only accommodate residential boat traffic associated with each upland unit owner. There are 42 slips existing and proposed, but not all will be generating boat traffic on the same day. Additionally, the Port of the Islands Marina within the adjacent Faka Union Canal offers fuel to the local surrounding community and any transient vessels but no additional traffic will be a result of the proposed project. The facility will be used strictly by Sunrise Cay residents for their private vessels. Most boat traffic will be destined for the Faka Union Canal and the Gulf of Mexico. 6.0 MARKING OF NAVIGATIONAL CHANNELS Since the facility is located at the southern terminus of a canal with one entrance and exit point with no thread of navigation. The navigation channels start out in the Faka Union Canal extending out to reach the Gulf of Mexico. The Faka Union Canal is already well-marked so no other navigational markers will be required in association with the proposed facility. NOTES: <> DOCKS WILL NOT BE USED FOR COMMERCIAL PURPOSES. <> ALL PROHIBITED EXOTIC VEGETATION SHALL BE REMOVED FROM THE SITE AND IT SHALL BE MAINTAINED FREE OF EXOTICS IN PERPETUITY.30"36"30"24"GULF SHORE DRMANATEE EDUCATION SIGN LOCATIONS FIRE HYDRANT FIRE HYDRANT S2 S1 S2S1 FIRE DEPARTMENT CONNECTION WITHIN 100' OF THE FIRE HYDRANT MEE FIRE STATION : MODEL FS1020 WITH A 10LB "A-B-C" RATED EXTINGUISHER WITH LIGHT DRY FIRE STANDPIPE CONNECTION WITH REFLECTIVE IDENTIFICATION VALVE TO HAVE ON CAP WITH LANYARD EXISTING FIRE HYDRANT LEGEND FX DS FDC85' FXDS DS FX FX LENGTH (LOA)NO. 35 12 APPROXIMATE LOCATION OF EXISTING FDC 3.A.f Packet Pg. 85 Attachment: Attachment E - SDPI-PL20220008960 Rev3 – Pending Approval (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark XMANGROVES TENNIS COURT SPA EXISTING POOL EXISTING POOL DECK EXISTING POOL DECK1989 COASTAL CONSTRUCTIONCONTROL LINEFDC MANGROVES N E S W 01020 40 SCALE IN FEET 8'PROPOSED FIXED DOCK 123' 56'30"36"30"24"GULF SHORE DRx SURVEY COURTESY OF:xx SURVEY DATED: x THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.x ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW x APPLICANT OWNED SHORELINE (APPX LF):x EXISTING OVERWATER STRUCTURE (APPX SF):x WIDTH OF WATERWAY, MHW TO MHW (APPX):x TIDAL DATUM:xx MHW (NAVD)=xx MLW (NAVD)= NOTES: x PROPOSED OVERWATER STRUCTURE (APPX SF):x TOTAL OVERWATER STRUCTURE (APPX SF):x TOTAL PROTRUSION FROM MHWL: "COASTAL ENGINEERING CONSULTANTS, INC." 11-23-22 -1.31' +0.28' 304' 0 1,695' 2557 2557 123' SLIP MATRIX SLIP #LENGTH (LF) WIDTH (LF)QUANTITY 1-12 35 12.5 12 121' 5'12'12.5'12.5' 12.5'12.5' 12.5' 12.5' 12.5'12'12.5'12.5'12.5'12.5'12.5' 5'10'13'26' 26' 13' MHWL RIPARIAN LINE PROPERTY BOUNDARY 1 2 3 4 5 6 7 8 9 10 11 1235'35'100'43'8' 5' 5'25'30'RIPARIAN LINE SETBACKP:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-SDPI.dwg 7/31/2023SHEET:DRAWN BY: REVIEWED BY:PROJECT:DATE:SCALE:LAYOUT:REVISED BY: DATE: CHANGED:MANATEE AWARENESS AND PROTECTION PLAN 1.0 INTRODUCTION Watermark Condo located on Gulf Shore Blvd (Naples, FL 34108) in Section 32, Township 48 South, Range 25 East, Collier County. The proposed project consists of building a fixed dock with 12 slips and installing 12 boatlifts , including the installation of the approximate 71 dock piles and 48 boatlift piles. 1.1 Background The West Indian Manatee (subspecies Florida Manatee) (Trichechus manatus latirostris) is a slow-moving herbivore marine mammal which frequents waters and bays of South Florida for its warmer waters. They are protected under the Endangered Species and Marine Mammal Protection Acts. They can reach lengths of 14 feet and weigh up to 3,000 pounds. Manatee feed on marine grasses, alga, and floating plants. Boats until recently were the most significant danger to manatees, however in 2020 and 2021 a sharp decline in seagrass beds have led to a rash of mortalities from starvation in the North Florida springs where they will winter. Seagrass beds in the Fake Union Canal system are very sporadic and generally small in size. The Sunrise Cay facility's bottom lands do not contain seagrasses or macro algae. Faka Union Canal to the Gulf of Mexico is also a Slow/No Wake Speed Zone, so the manatee which can be found in these waters are protected from vessels to a large degree. 2.0 EDUCATION AND PUBLIC AWARENESS The applicant has agreed to install and maintain the following signage which will be required by special condition in the Department of Environmental Protection and U.S. Army Corps of Engineers permits. (Signage map attached.) x Manatee educational signage at each dock entrance on the upland.x Monofilament signage and disposal boxes at each dock entrance, except the fuel dock where it will be located at the ship store. x Sea turtle, Dolphin and Smalltooth Sawfish signage at the ship store. 3.0 POSTING AND MAINTENANCE OF MANATEE SIGNAGE Attached is a signage location map for the facility which includes the manatee and other federally protected sea life. That signage will be maintained in good condition for the life of the facility. If the signage becomes damaged or faded it will be replaced. 4.0 MONITORING AND MAINTEANCE OF WATER QUALITY TO COMPLY WITH STATE STANDARDS It is expected that the state water quality certification will require some kind of water quality monitoring upon issuance. The testing and monitoring will be done and submitted as required. 5.0 INFORMATION ON THE TYPE AND DESTINATION OF BOAT TRAFFIC GENERATED BY THE FACILITY This facility will continue to only accommodate residential boat traffic associated with each upland unit owner. There are 42 slips existing and proposed, but not all will be generating boat traffic on the same day. Additionally, the Port of the Islands Marina within the adjacent Faka Union Canal offers fuel to the local surrounding community and any transient vessels but no additional traffic will be a result of the proposed project. The facility will be used strictly by Sunrise Cay residents for their private vessels. Most boat traffic will be destined for the Faka Union Canal and the Gulf of Mexico. 6.0 MARKING OF NAVIGATIONAL CHANNELS Since the facility is located at the southern terminus of a canal with one entrance and exit point with no thread of navigation. The navigation channels start out in the Faka Union Canal extending out to reach the Gulf of Mexico. The Faka Union Canal is already well-marked so no other navigational markers will be required in association with the proposed facility. MANATEE EDUCATION SIGN LOCATIONS FIRE HYDRANT FIRE HYDRANT S2 S1 S2S1 FIRE DEPARTMENT CONNECTION WITHIN 100' OF THE FIRE HYDRANT MEE FIRE STATION : MODEL FS1020 WITH A 10LB "A-B-C" RATED EXTINGUISHER WITH LIGHT DRY FIRE STANDPIPE CONNECTION WITH REFLECTIVE IDENTIFICATION VALVE TO HAVE ON CAP WITH LANYARD EXISTING FIRE HYDRANT LEGEND FX DS FDC85' FXDS DS FX FX LENGTH (LOA)NO. 35 12 APPROXIMATE LOCATION OF EXISTING FDC NOTES: <> DOCKS WILL NOT BE USED FOR COMMERCIAL PURPOSES. <> ALL PROHIBITED EXOTIC VEGETATION SHALL BE REMOVED FROM THE SITE AND IT SHALL BE MAINTAINED FREE OF EXOTICS IN PERPETUITY. 3.A.f Packet Pg. 86 Attachment: Attachment E - SDPI-PL20220008960 Rev3 – Pending Approval (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-SDPI.dwg 7/31/2023SHEET:DRAWN BY: REVIEWED BY:PROJECT:DATE:SCALE:LAYOUT:REVISED BY: DATE: CHANGED:LIMITS OF CHANGES NOTE: THIS SHEET IS REFERENCED FROM THE MOST RECENT SDP SET AND IS ONLY INCLUDED IN THIS DRAWING SET TO WHERE THE PROPOSED CHANGES WILL OCCUR. FOR ALL APPLICABLE DETAILS, DESIGNS, ETC. PLEASE REFER TO COUNTY RECORDS AND THE APPLICABLE EOR. 3.A.f Packet Pg. 87 Attachment: Attachment E - SDPI-PL20220008960 Rev3 – Pending Approval (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Revised 5/18/2018 Provide to Agents G:\CDES Planning Services\Current\Zoning Staff Information\Job Aides or Help Guides HEARING PACKAGE CHECKLIST A.Backup provided by the County Planner The agent is responsible for all required data included in the digital file of information for the Hearing Examiner (Hex) or the Collier County Planning Commission (CCPC). DO NOT ACCEPT DUPLICATES OF ANY DOCUMENTS. MAKE SURE ONLY THE LATEST, ACCEPTED/APPROVED COPY OF THE BELOW DOCUMENTATION. PLEASE CONFIRM THE DOCUMENTS ARE IN THE ORDER DESCRIBED IN “BACKUP PROVIDED BY APPLICANT.” Planner responsible for providing the County Attorney-drafted Ordinance for PUDs and placing in backup materials. AGENTS DO NOT INCLUDE THE PUD DOCUMENT – STAFF PROVIDES THIS TO THE COUNTY ATTORNEY WHEN THE ORDINANCE IS DRAFTED FOR A PUD. THE FINAL PUD ORDINANCE/RESOLUTION IS THE FIRST ITEM AFTER THE STAFF REPORT. [FOR HEX, THE REQUESTED LANGUAGE/ PROPOSED PLAN IS THE FIRST ITEM AFTER THE STAFF REPORT] B.Backup provided by Applicant: PLEASE PROVIDE THE DOCUMENTS IN THE ORDER DESCRIBED BELOW. DO NOT PROVIDE DUPLICATES OF ANY DOCUMENTS. PROVIDE ONLY THE LATEST, ACCEPTED/APPROVED COPY OF THE BELOW DOCUMENTATION. IF THE BACKUP PROVIDED BY APPLICANT IS IN DISARRAY-MEANING IT IS NOT IN THE PROPER ORDER AND/OR THE APPLICANT PROVIDES MULTIPLE DUPLICATES-THE APPLICANT COULD LOSE ITS HEARING DATE. _X__ Application, to include but not limited to the following: _ X__ Narrative of request _ X__ Property Information _ X__ Property Ownership Disclosure Form _ X__ Any other documents required by the specific petition type; such as a variance, a boat dock extension; PUD amendment, rezone request, etc. _ X__ Disclosure of Property Ownership Interest (if there is additional documentation aside from disclosure form) ____ Affidavit of Unified Control _ X__ Affidavit of Representation Authorization _ X__ Drawings (may include Cross-Section (for BDEs generally), proposed Boat Dock(s) with Water depth, location maps etc.) ____ NIM Information (Sign in sheet, notes, minutes and transcript/or summary) ✓Include 3 thumbnail drives of video and/or audio ____ Traffic Impact Study (TIS) ____ Environmental Data ____ Historical/Archeological Survey or Waiver ____ Utility Letter _ X __ Deviation Justifications, may be included within the Narrative Statement BDE PL20230002187 3.A.g Packet Pg. 88 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Revised 5/18/2018 Provide to Agents G:\CDES Planning Services\Current\Zoning Staff Information\Job Aides or Help Guides _ X__ Boundary Survey _ X__ Other documents, as needed, on a case-by-case basis such as relevant prior Ordinances, Conditional Uses, historical documents, any “private or legal” agreements affecting the PUD etc. _ X_ Submerged Resource Surveys may be included here if required. _ X__ flash drive, or e-mail, with only one pdf file for all documents I understand that by submitting the above materials, it is the agent ’s/applicant’s responsibility to ensure all materials are in the same order for flash drive must contain the documents in one pdf file. It is the agent’s responsibility to ensure no documentation is left out. ________________________________________ ____________________ Signature of Agent Representative Date ________________________________________ Printed Name of Signing Agent Representative Jeff Rogers 12/14/2023 3.A.g Packet Pg. 89 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 90 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 91 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 92 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 93 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 94 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 95 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 96 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 97 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 98 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 99 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 100 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 101 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 102 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 103 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 104 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 105 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 106 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Addressing Checklist (Rev 10/2022) Page 1 of 1 Operations & Regulatory Management Division ● 2800 North Horseshoe Drive ● Naples, FL 34104 ● 239-252-2400 www.colliercountyfl.gov ADDRESSING CHECKLIST Please complete the following and upload via the CityView Portal with your submittal. Items marked with (*) are required for every application, other items are optional and may not apply to every project. Forms are valid for 6 months following their submittal; an updated form will be required for a new submittal after that timeframe and any time the properties within the project boundary are modified. Additional documents may be attached to this form and can include: -* LOCATION MAP and/or SURVEY showing the proposed project boundary. -List of additional folio numbers and associated legal descriptions. - E-mail from Addressing Official for any pre-approved project and/or street names. LOCATION INFORMATION *FOLIO (Property ID) Number(s) of subject property or properties. [Attach list if necessary] *LEGAL DESCRIPTION of subject property or properties. [Attach list if necessary] STREET ADDRESS(ES) where applicable, if already assigned. PROJECT INFORMATION Acceptance of this form does not constitute project and/or street name approval and is subject to further review by the Addressing Official. Pre-Approval may be requested by contacting us at GMD_Addressing@colliercountyfl.gov or 239-252-2482 prior to your submittal. CURRENT PROJECT NAME PROPOSED PROJECT NAME PROPOSED STREET NAME(s) LATEST APPROVED PROJECT NUMBER [e.g., SDP-94-##, PPL-2002-AR-####, PL2017000####] 3.A.g Packet Pg. 107 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 108 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 109 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) PROPERTY OWNERSHIP DISCLOSURE FORM This is a required form with all land use petitions, except for Appeals and Zoning Verification Letters. Should any changes of ownership or changes in contracts for purchase occur subsequent to the date of application, but prior to the date of the final public hearing, it is the responsibility of the applicant, or agent on his behalf, to submit a supplemental disclosure of interest form. Please complete the following, use additional sheets if necessary. a.If the property is owned fee simple by an INDIVIDUAL, tenancy by the entirety, tenancy in common, or joint tenancy, list all parties with an ownership interest as well as the percentage of such interest: Name and Address % of Ownership b.If the property is owned by a CORPORATION, list the officers and stockholders and the percentage of stock owned by each: Name and Address % of Ownership c.If the property is in the name of a TRUSTEE, list the beneficiaries of the trust with the percentage of interest: Name and Address % of Ownership 3.A.g Packet Pg. 110 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) PROPERTY OWNERSHIP DISCLOSURE FORM This is a required form with all land use petitions, except for Appeals and Zoning Verification Letters. Should any changes of ownership or changes in contracts for purchase occur subsequent to the date of application, but prior to the date of the final public hearing, it is the responsibility of the applicant, or agent on his behalf, to submit a supplemental disclosure of interest form. Please complete the following, use additional sheets if necessary. a.If the property is owned fee simple by an INDIVIDUAL, tenancy by the entirety, tenancy in common, or joint tenancy, list all parties with an ownership interest as well as the percentage of such interest: Name and Address % of Ownership b.If the property is owned by a CORPORATION, list the officers and stockholders and the percentage of stock owned by each: Name and Address % of Ownership c.If the property is in the name of a TRUSTEE, list the beneficiaries of the trust with the percentage of interest: Name and Address % of Ownership 3.A.g Packet Pg. 111 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) PROPERTY OWNERSHIP DISCLOSURE FORM This is a required form with all land use petitions, except for Appeals and Zoning Verification Letters. Should any changes of ownership or changes in contracts for purchase occur subsequent to the date of application, but prior to the date of the final public hearing, it is the responsibility of the applicant, or agent on his behalf, to submit a supplemental disclosure of interest form. Please complete the following, use additional sheets if necessary. a.If the property is owned fee simple by an INDIVIDUAL, tenancy by the entirety, tenancy in common, or joint tenancy, list all parties with an ownership interest as well as the percentage of such interest: Name and Address % of Ownership b.If the property is owned by a CORPORATION, list the officers and stockholders and the percentage of stock owned by each: Name and Address % of Ownership c.If the property is in the name of a TRUSTEE, list the beneficiaries of the trust with the percentage of interest: Name and Address % of Ownership 3.A.g Packet Pg. 112 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) d.If the property is in the name of a GENERAL or LIMITED PARTNERSHIP, list the name of the general and/or limited partners: Name and Address % of Ownership e.If there is a CONTRACT FOR PURCHASE, with an individual or individuals, a Corporation, Trustee, or a Partnership, list the names of the contract purchasers below, including the officers, stockholders, beneficiaries, or partners: Name and Address % of Ownership Date of Contract: ___________ f.If any contingency clause or contract terms involve additional parties, list all individuals or officers, if a corporation, partnership, or trust: Name and Address g.Date subject property acquired _______________ Leased: Term of lease ____________ years /months If, Petitioner has option to buy, indicate the following: 3.A.g Packet Pg. 113 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Date of option: _________________________ Date option terminates: __________________, or Anticipated closing date: ________________ AFFIRM PROPERTY OWNERSHIP INFORMATION Any petition required to have Property Ownership Disclosure, will not be accepted without this form. Requirements for petition types are located on the associated application form. Any change in ownership whether individually or with a Trustee, Company or other interest-holding party, must be disclosed to Collier County immediately if such change occurs prior to the petition’s final public hearing. As the authorized agent/applicant for this petition, I attest that 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 ____________________________________________ Agent/Owner Name (please print) *The completed application, all required submittal materials, and fees shall be submitted to: Growth Management Community Development Department | GMD Portal: https://cvportal.colliercountyfl.gov/cityviewweb Questions? Email: GMDclientservices@colliercountyfl.gov 3.A.g Packet Pg. 114 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 115 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 116 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 117 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 118 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 119 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 120 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 121 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 122 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 123 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 124 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.g Packet Pg. 125 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.gPacket Pg. 126Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Narrative Description: The proposed Boat Dock Extension is to construct a new docking facility for a multi-family residential property with 12 new slips and associated boatlifts located at 9380 Gulf Shore Dr. on Vanderbilt Lagoon. The subject waterway is a man-altered waterway and considered to be part of Vanderbilt Lagoon which is a mix of state lands and non-state lands due to historical dredge and fill operations. The State has claimed a majority of the bottom lands under the proposed docking facility and therefore a submerged land lease has been required. Additionally, the required side yard setbacks are 25-feet. The subject property has a rip rap and vegetated shoreline which is also where the mean high- water line (MHWL) is located therefore the MHWL is considered the most restrictive point. The proposed dock requires a BDE and SDPI as the proposed docks are new, the docks do not match the previous docks approved on the previous SDPI, and the overall protrusion and size exceed the allowed 20-feet of protrusion. As proposed the dock will have 12 slips with boatlifts to service 35-foot vessels and the overall dock protrusion will be approximately 123-feet from the MHWL. Therefore, the applicant is requesting a 103-foot extension over the allowed 20-feet into a waterway that is approximately 1,695-feet wide. Based off that the dock as proposed would protrude approximately 8% into the subject waterway. The subject waterway is an unmarked waterway and as proposed the dock is consistent with some of the other docks on the subject waterway therefore no impacts to normal navigation of the subject waterway will result from this dock being constructed. Additionally, the ingress/egress to the proposed dock will not interfere with navigation/access to any of the immediate adjacent docks. The proposed dock will provide 30-foot and 183-foot setbacks which are both greater than what is required for lots with 60-feet of shoreline or greater being 15-feet. There are no impacts to any submerged resources or mangroves. The entire dock area allows for recreational activities, associated storage, and routine maintenance activities without excessive decking. There are numerous other existing docking facilities on the subject waterway and as proposed the dock is consistent with the other existing surrounding docks. This can be seen on the attached BDE exhibits as a reference for your review. 3.A.g Packet Pg. 127 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Primary Criteria 1. Whether or not the number of dock facilities and/or boat slips proposed is appropriate in relation to the waterfront length, location, upland land use, and zoning of the subject property; consideration should be made of property on unbridged barrier islands, where vessels are the primary means of transportation to and from the property. (The number should be appropriate; typical, single-family use should be no more than two slips; typical multi-family use should be one slip per dwelling unit; in the case of unbridged barrier island docks, additional slips may be appropriate.) The subject property is zoned for a multi-family residential unit which warrants no more than 1 slip per dwelling unit per the CC-LDC and the Collier County Manatee Protection Plan. The proposed docking facility consists of installing twelve slips with boatlifts to accommodate 35-foot LOA vessels. The proposed dock will extend out 123-feet from the MHWL which is 103-feet of protrusion past the allowed 20-feet. Additionally, the proposed dock will provide 30-foot and 183-foot setbacks from both riparian lines and therefore will not interfere with the adjacent properties as the vessel ingress/egress the proposed slips/boatlifts. Criterion Met 2. Whether or not the water depth at the proposed site is so shallow that a vessel of the general length, type, and draft as that described in the petitioner’s application is unable to launch or moor at mean low tide (MLT). (The petitioner’s application and survey should show that the water depth is too shallow to allow launch and mooring of the vessel (s) described without an extension.) The proposed boat dock project is to construct a new docking facility for the upland development which will require it to extend out far enough past the rip-rap shoreline and mangrove fringe to accommodate the vessels. There is riprap along the entire subject property shoreline as well as 2 large areas of mangroves which are all indicated on the attached certified survey. Additionally, the survey has water depths which indicate that depths are shallow within the allowed 20-feet and therefore the vessels and dock need to extend out to avoid impacts. Criterion met. 3. Whether or not the proposed dock facility may have an adverse impact on navigation within an adjacent marked or charted navigable channel. (The facility should not intrude into any marked or charted navigable channel thus impeding vessel traffic in the channel.) The dock is consistent with numerous other docks along the subject and adjacent waterways as well as the overall protrusion. As proposed the dock will not impact navigation as well as maintain the ingress/egress to both adjacent neighboring docking facilities. There is no marked channel within this section of Vanderbilt Lagoon and as a result there will not be any impact to the existing navigation as a result of the proposed project. 3.A.g Packet Pg. 128 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Criterion Met 4. Whether or not the proposed dock facility protrudes no more than 25 percent of the width of the waterway, and whether or not a minimum of 50 percent of the waterway width between dock facilities on either side of the waterway is maintained for navigability. (The facility should maintain the required percentages.) The approximate waterway width is 1,695-feet wide. The proposed dock protrusion is 123-feet which is approximately 8% width of the waterway. Criterion Met 5. Whether or not the proposed location and design of the dock facility is such that the facility would not interfere with the use of neighboring docks. (The facility should not interfere with the use of legally permitted neighboring docks.) The proposed docking facility is consistent with the existing neighboring docks which accommodate large slip counts. As proposed the dock will be within the allowed buildable area by providing the required setbacks plus and therefore the proposed footprint will not interfere. Criterion Met 3.A.g Packet Pg. 129 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Secondary Criteria 1. Whether or not there are special conditions, not involving water depth, related to the subject property or waterway, which justify the proposed dimensions and location of the proposed dock facility. (There must be at least one special condition related to the property; these may include type of shoreline reinforcement, shoreline configuration, mangrove growth, or seagrass beds.) The subject property has a rip-rap shoreline along the entire 304-linear feet with two large areas of mangroves and other vegetation mixed within. The proposed docking facility was laid out to preserve/avoid the mangrove areas which results in the docks being pushed further out into the waterway to fully avoid. Additionally, the width of the waterway and the fact the entire waterway is open for navigation allows for a dock to protrude out as being proposed and not being past the allowed 25% width of waterway. Criterion Met 2. Whether the proposed dock facility would allow reasonable, safe, access to the vessel for loading/unloading and routine maintenance, without the use of excessive deck area not directly related to these functions. (The facility should not use excessive deck area.) The proposed docking facility has been fully minimized and still provides deck area for routine maintenance, safe access as well as recreational activities like fishing. The total over-water square footage is 2,557 square feet. Criterion Met 3. For single-family dock facilities, whether or not the length of the vessel, or vessels in combination, described by the petitioner exceeds 50 percent of the subject property’s linear waterfront footage. (The applicable maximum percentage should be maintained.) The docking facility is for a multi-family residential private, non-commercial condominium and therefore this criterion is not applicable. 4. Whether or not the proposed facility would have a major impact on the waterfront view of neighboring waterfront property owners. (The facility should not have a major impact on the view of either property owner.) As proposed the dock has been designed within the designated setbacks and is consistent with other existing docking facilities in the area. There are no MAJOR impacts to either adjacent property owner as their view will basically remain unchanged. Additionally, the mangroves will also provide additional coverage. Criterion Met 3.A.g Packet Pg. 130 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 5. Whether or not seagrass beds are located within 200 feet of the proposed dock facility. (If seagrass beds are present, compliance with LDC subsection 5.03.06 I must be demonstrated.) There are no seagrass beds present on the property nor the neighboring properties within 200’ of the existing dock structure. Criterion Met 6. Whether or not the proposed dock facility is subject to the manatee protection requirements of LDC subsection 5.03.06 E.11. (If applicable, compliance with subsection 5.03.06.E.11 must be demonstrated.) The proposed work is a multi-family dock facility and subject to Manatee Protection Requirements. As proposed should be considered a Preferred Site. Criterion Met 3.A.g Packet Pg. 131 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) STATE OF FLORIDACOUNTY AERIAL VICINITY MAPSTATE OF FLORIDACOUNTY AERIAL VICINITY MAPNOTES:<> THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SUBJECTPROPERTYSUBJECTPROPERTY<> LATITUDE:N 26.256952<> LONGITUDE:W -81.822757SITE ADDRESS:<> 9380 GULF SHORE DR NAPLES, FL 34108Turrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg LOCATION MAP 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-07-2321109RMJ3225WATERMARK CONDOLOCATION MAP48----09-20-23----JR----SHTS 05-07,10----01 OF 13COLLIER COUNTYCOLLIER COUNTYGULF OF MEXICOGULF OF MEXICO8588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTY3.A.gPacket Pg. 132Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr NESW0200400800SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg OVERALL 1940 HISTORIC AERIAL WITH SHORELINE 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109-3225WATERMARK CONDOOVERALL 1940 HISTORIC AERIAL WITH SHORELINE48-------------------02 OF 131940SHORELINEPROPERTYBOUNDARYCURRENT MHWLPRE-EMTPED NOTES:<> ALLOWED PRE-EMPTED SF = 9,441<> PROPOSED PRE-EMPTED AREA = 7,565CURRENT MHWLIN 1940 AS LAND3.A.gPacket Pg. 133Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr NESW050100200SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg 1940 HISTORIC AERIAL WITH SHORELINE 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109-3225WATERMARK CONDO1940 HISTORIC AERIAL WITH SHORELINE48-------------------03 OF 13·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOTINTENDED FOR CONSTRUCTION USE.·ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:"COASTAL ENGINEERING CONSULTANTS, INC."11-23-22-1.31'+0.28'304'01,695'1940SHORELINEPROPERTYBOUNDARYCURRENT MHWL69'123'45'12'16'40'PRE-EMTPED NOTES:<> ALLOWED PRE-EMPTED SF = 9,441<> PROPOSED PRE-EMPTED AREA = 7,565CURRENT MHWLIN 1940 AS LANDCURRENT MHWL IN 1940 AS WATER AREA: 236'(CALCULATION: 236' X 40 = 9,441 SF ALLOWABLEPRE-EMPTED AREA)3.A.gPacket Pg. 134Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr NESW0100200400SCALE IN FEETSITE ADDRESS:,9380 GULF SHORE DRNAPLESFL34108Turrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg EXISTING CONDITIONS 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109-3225WATERMARK CONDOEXISTING CONDITIONS48-------------------04 OF 13·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOTINTENDED FOR CONSTRUCTION USE.·ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:"COASTAL ENGINEERING CONSULTANTS, INC."11-23-22-1.31'+0.28'304'01,695'461'TOE OFRIPRAPTOP OFRIPRAPMHWLMANGROVESPROPERTYBOUNDARYRIPARIANLINERIPARIANLINE1695'3.A.gPacket Pg. 135Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg 9/20/2023NESW02550100SCALE IN FEETPROPOSEDFIXED DOCKTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg DOCK PLAN 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ09-20-2321109-3225WATERMARK CONDODOCK PLAN48-------------------05 OF 13·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOTINTENDED FOR CONSTRUCTION USE.·ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:·PROPOSED OVERWATER STRUCTURE (APPX SF):·TOTAL OVERWATER STRUCTURE (APPX SF):·TOTAL PROTRUSION FROM MHWL:"COASTAL ENGINEERING CONSULTANTS, INC."11-23-22-1.31'+0.28'304'01,695'25572557123'MHWLMANGROVESRIPARIANLINEPROPERTYBOUNDARY30'189'183'MANGROVESRIPRAPRIPARIANLINE3.A.gPacket Pg. 136Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr TENNISCOURTSPAEXISTINGPOOLEXISTINGPOOL DECKEXISTINGPOOL DECK4.934.91- 1 . 7 4 . 1 3 . 6 1.82.42 . 6 -0.30.12.7 -0.73.95 . 0 P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg 9/20/2023NESW0153060SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg DOCK PLAN - DIMENSIONS 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109RMJ3225WATERMARK CONDODOCK PLAN - DIMENSIONS48----09-20-23----JR----ADDED DIMENSIONS----06 OF 13·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOTINTENDED FOR CONSTRUCTION USE.·ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:·PROPOSED OVERWATER STRUCTURE (APPX SF):·TOTAL OVERWATER STRUCTURE (APPX SF):·TOTAL PROTRUSION FROM MHWL:"COASTAL ENGINEERING CONSULTANTS, INC."11-23-22-1.31'+0.28'304'01,695'25572557123'121'5'12'12.5'12.5'12.5'12.5'12.5'12.5'12.5'12'12.5'12.5'12.5'12.5'12.5'5'10'13'26'26'13'TOE OFRIPRAPTOP OFRIPRAPMHWLMANGROVESRIPRAPELEVATIONSREFERENCEDTO NAVD 88AA08RIPARIANLINEPROPERTYBOUNDARY12345678910111235'35'100'43'8'8'PROPOSEDFIXED DOCK123'56'5'5'30'SLIP MATRIXSLIP #LENGTH (LF)WIDTH (LF)QUANTITY1-123512.512183' SETBACKTO NORTHRIPARIAN LINE26'189' SETBACKTO NORTHRIPARIAN LINE3.A.gPacket Pg. 137Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr TENNISCOURTSPAEXISTINGPOOLEXISTINGPOOL DECKEXISTINGPOOL DECK4.934.91- 1 . 7 4 . 1 3 . 6 1.82.42 . 6 -0.30.12.7 -0.71.7-2.2-0.63.9-1.6-3.1- 3 . 2 - 4 . 8 -5.4-5.7-6.0-6.1-6.3- 6 . 4 -6.3-6.2- 6 . 2 -6.2- 6 . 1 -6.1- 6 . 0 -6.0-2.6-3.1- 3 . 5 -4.5- 5 . 5 - 5 . 7 -5.9-6.1-6.1- 6 . 2 - 6 . 2 -6.1-6.1- 6 . 1 - 6 . 1 - 6 . 0 -1.6-1.9- 2 . 8 -5.5- 5 . 4 -5.8- 5 . 9 - 5 . 9 - 6 . 0 - 6 . 0 - 6 . 1 - 6 . 1 - 6 . 1 - 6 . 0 - 6 . 0 - 6 . 0 -6.0-0.1- 0 . 9 - 2 . 1 - 3 . 3 -4.6-4.7- 5 . 7 - 5 . 9 - 6 . 0 -6.1- 6 . 1 -6.1-6.25 . 0 P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg 9/20/2023NESW0153060SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg DOCK PLAN - DEPTHS 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109RMJ3225WATERMARK CONDODOCK PLAN - DEPTHS48----09-20-23----JR----REMOVED SETBACK LINE----07 OF 13TOE OFRIPRAPTOP OFRIPRAPMHWLMANGROVESDEPTHSREFERENCEDTO MLWRIPRAPELEVATIONSREFERENCEDTO NAVD 88123456789101112·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOTINTENDED FOR CONSTRUCTION USE.·ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:·PROPOSED OVERWATER STRUCTURE (APPX SF):·TOTAL OVERWATER STRUCTURE (APPX SF):·TOTAL PROTRUSION FROM MHWL:"COASTAL ENGINEERING CONSULTANTS, INC."11-23-22-1.31'+0.28'304'01,695'25572557123'SLIP MATRIXSLIP #LENGTH (LF)WIDTH (LF)QUANTITY1-123512.5123.A.gPacket Pg. 138Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr - 5 .7 - 5 . 9 - 6 . 1 - 6 . 1 - 6 . 2 - 6 . 2 -2 . 2 - 3 . 1 - 4 .5 - 5 .50102040SCALE IN FEET12.5'12.5'12.5'5'12.5'12.5'5'12.5'5'123'FIXED DOCK(TYP)MHW = +0.28' NAVDMLW =-1.31' NAVDALL PILES TO BEWRAPPED FROM 12"ABOVE MHWL TO 6"BELOW SUBSTRATEBOAT LIFT(TYP)ACCESSDOCKTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg CROSS SECTION 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109-3225WATERMARK CONDOCROSS SECTION48-------------------08 OF 133.A.gPacket Pg. 139Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr MANGROVESTENNISCOURTEND OF SEAWALLIS 0.7' SOUTH OFPROPERTY LINESPAEXISTINGPOOLEXISTINGPOOL DECKEXISTINGPOOL DECK1989 COASTAL CONSTRUCTIONCONTROL LINEP:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg 9/20/2023NESW03060120SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg SUBMERGED RESOURCE SURVEY 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109-3225WATERMARK CONDOSUBMERGED RESOURCE SURVEY48-------------------09 OF 13PROPERTYBOUNDARYTRANSECTTYPICAL DIVE TRANSECTNO SEAGRASSES WEREOBSERVED GROWING WITHIN 200FT OF THE PROPOSED PROJECT300'200'10'3.A.gPacket Pg. 140Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr MANGROVES TENNISCOURT END OF SEAWALLIS 0.7' SOUTH OFPROPERTY LINE SPA EXISTINGPOOL EXISTINGPOOL DECK EXISTINGPOOL DECK1989 COASTAL CONSTRUCTIONCONTROL LINEP:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg 9/20/2023N E S W0100 200400SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg ADJACENT DOCKS 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109RMJ3225WATERMARK CONDOADJACENT DOCKS48----09-20-23----JR----ADDED DIMENSION----10 OF 13PROPERTYBOUNDARY97'47'33'38'28'75'74'123'69'94'94'53'57'NOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.97'97'PERMITTEDDOCKSPROPOSEDDOCKS56'3.A.gPacket Pg. 141Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr MANGROVESTENNISCOURTEND OF SEAWALLIS 0.7' SOUTH OFPROPERTY LINESPAEXISTINGPOOLEXISTINGPOOL DECKEXISTINGPOOL DECK1989 COASTAL CONSTRUCTIONCONTROL LINEP:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg 9/20/2023NESW0100200400SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg WIDTH OF WATERWAY 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109-3225WATERMARK CONDOWIDTH OF WATERWAY48-------------------11 OF 13PROPERTYBOUNDARY461'RIPARIANLINERIPARIANLINE1695'1564'1186'NOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.3.A.gPacket Pg. 142Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg 9/20/2023NESW02550100SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21109.00 Watermark Dock Owners Assoc\CAD\PERMIT-COUNTY\21109-BDE.dwg FLUCFCS MAP 9/20/2023THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-29-2321109-3225WATERMARK CONDOFLUCFCS MAP48-------------------12 OF 13612E4PROPERTYBOUNDARY612E21343511FLUCFCSDESCRIPTIONAREA(AC)1343CONDOMINIUM UNITS0.96511NATURAL RIVER, STREAM, WATERWAY0.29612E2MANGROVE SWAMPS (EXOTICS 25-50%)0.05612E4MANGROVE SWAMPS (EXOTICS75-100%)0.08TOTAL1.38UPLAND (ACRES):WETLAND (ACRES):PROJECT (ACRES):1.380.960.13·SURVEY COURTESY OF:··SURVEY DATED:NOTES:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY ANDARE NOT INTENDED FOR CONSTRUCTION USE."COASTAL ENGINEERING CONSULTANTS, INC."11-23-22WATER (ACRES):0.293.A.gPacket Pg. 143Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr !¤ !¤!¤ !¤ !¤ !¤ !¤ !¤ !¤ !¤ !¤ PINE RIDGE RD TAMIAMI TRL NGOODLETTE-FRANK RD NI75Turrell, Hall & Associates, Inc.Marine & Environmental Consulting 3484 Exchange Ave. Suite B. Naples, FL 34104-3732Email: tuna@turrell-associates.com Phone: (239) 643-0166 Fax: (239) 643-6632 WATERMARK CONDOMANATEE MORTALITY MAP ¯ 0 1.6 3.2Mi Man ate e data p ro vided by: Florida Fish an d Wild life Conservation Commission 6% (11 ou t of 18 8) o f watercraft-related man ate e mortalities in Co llier Co unty from 1974 to Present a re with in a 5 mile ra dius of the subje ct property. DRAWN BY: CREATED: JOB NO.: REVISION: SHEET:SECTION- TOWNSHIP- RANGE-32 48S 25E RMJ 06-30-23 21109 N/A N/A N/A P:\21109.00 Watermark Dock OwnersAssoc\GIS\21109_ManateeMort-CNTY.mxd FILE PATH: SCALE:1 "=1.5 mi 13 OF 13 Legend !¤Ma natee Bo at Re la te d Deaths from 1 974 -Present Subject Prope rty 5 Mile Buffer 3.A.g Packet Pg. 144 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr 3. 5 5 3.503.444.934.912 . 1 14.214.384.043.773.87 -1.74.13.61 . 8 2. 4 2.62.41 . 8 2.60 . 7 3.63.23.52.81 . 31.21.04 . 6 X-0.3-0.3-0.3-2.5-1.4- 1 . 0 -2.6- 3 . 3 - 1 . 7 - 2 . 8 - 2 . 3 - 1 . 4 - 1 . 3 -2.9- 2 . 1-1.40.10.82. 0 2 . 73.6- 3 . 2 - 2 . 7 - 1 . 7-0.7- 4 . 8 - 3 . 9-3.0-2.2-1.9-4.4-2.54 . 3 3.92.10.44 . 4 4.34.22.80 . 9 3.63.31. 0 -0.3- 1 . 5 3.11. 8 0 . 8 0.60.23.93.62.01 . 6 1 . 1 -1.20. 40.40.30 . 3 0. 4 0.30.30.30.30.30.40. 4 0.40.2S81°35'30"E 200.00'(D)S81°52'29"W 200.00'(S)N08°24'30"W 300.00'(D)N08°02'43"W 300.00'(S)N08°24'30"W 300.00'(D)N08°02'43"W 299.72'(S)S81°35'30"E 200.00'(D)S81°57'17"W 200.00'(S)NORTH HALF OFLOT VIILOT VIIISOUTH HALF OFLOT IXNORTH HALF OFLOT IXSOUTH HALF OFLOT XTHE WATERMARK,A CONDOMINIUM9380 GULF SHORE DRIVE(O.R. BOOK 1593, PAGE 1450)EXISTING RESIDENTIALSTRUCTUREGULF SHORE DRIVE70' RIGHT OF WAYVANDERBILT LAGOONPLATTED WATERWAY WIDTH = 300'MEASURED WATERWAY WIDTH = 400'±MANGOVESMANGOVESTENNISCOURTBRICKPAVERDRIVEBRICKPAVERDRIVEMEAN HIGH WATER LINELOCATED 11/23/22TOE OFRIP RAPTOP OFRIP RAPEND OF SEAWALLIS 1.0' NORTH OFPROPERTY LINEEND OF SEAWALLIS 0.7' SOUTH OFPROPERTY LINESPAEXISTINGPOOLEXISTINGPOOL DECKEXISTINGPOOL DECKFLOOD ZONE AEELEVATION 11.0FLOOD ZONE AEELEVATION 12.0FLOOD ZONE AEELEVATION 12.0FLOOD ZONE VEELEVATION 13.01989 COASTAL CONSTRUCTIONCONTROL LINEBENCHMARKSET PK NAIL AND DISCSTAMPED CEC LB 2464ELEVATION = 3.55 NAVDBENCHMARKSET 5/8" IRON PIN AND CAPSTAMPED CEC LB 2464ELEVATION = 4.02 NAVDEXISTING DOCKSEXISTING DOCKS5.0-2.9-4.4-4.5- 6 . 1 - 6 . 7 -7.0- 7 . 3 -7.4-7.6- 7 . 7 -7.6- 7 . 5 -7.5-7.5-7.4-7.4- 7 . 3 -7.34 . 4 - 3 . 9 - 4 . 4 - 4 . 8 -5.8-6.8- 7 . 0 - 7 . 2 - 7 . 4 -7.4-7.5-7.5-7.4-7.4- 7 . 4 - 7 . 4 -7.3-2.9-3.2- 4 . 1 - 5 . 5 -6.7-7.1-7.2-7.2- 7 . 3 - 7 . 3 - 7 . 4 -7.4- 7 . 4 -7.3-7.3-7.3-7.3- 1 . 4 - 2 . 2 -3.4- 4 . 6 - 5 . 9 -6.9- 7 . 0 -7.2-7.3- 7 . 4 -7.4-7.4- 7 . 5 - 7 . 4 -7.4- 7 . 4 1. 0 - 1 . 3 - 1 . 4 - 2 . 1 -3.4- 4 . 7 -6.0- 6 . 9 -7.0-7.2- 7 . 3 -7.4-7.4-7.5- 7 . 5 -7.4- 7 . 4 -7.4-7.4-2.6- 3 . 5 - 4 . 6 -5.7-6.6- 6 . 9 -7.0-7.2- 7 . 4 -7.5- 7 . 6 - 7 . 6 - 7 . 6 -7.6- 7 . 5 -7.5- 3 . 2 -4.3-5.7-6.7- 6 . 9 -7.2-7.4- 7 . 4 -7.5-7.6- 7 . 6 - 7 . 6 - 7 . 6 - 7 . 6 -7.5 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: 11/23/22FLORIDA 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.22.26911SPECIFIC PURPOSE SURVEY THE WATERMARK CONDOMINIUM ASSOCIATION, INC.1' = 20' K690 54 25E48S 22.269 22.269 12/12/22 MMW RJE 32LEGAL DESCRIPTIONPARCEL A: THE NORTH HALF OF LOT VII, ALL OF LOT VIII, AND THE SOUTH HALF OF LOT IX,BLOCK B, OF CONNER'S VANDERBILT BEACH ESTATES, UNIT NO. 1, ACCORDING TO THEPLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGES 8 AND 9, PUBLIC RECORDS OFCOLLIER COUNTY, FLORIDA, (BUT NOT INCLUDED IN SAID PLAT)ANDTHE NORTH HALF OF LOT IX AND THE SOUTH HALF OF LOT X, BLOCK B, OF CONNER'SVANDERBILT BEACH ESTATES, UNIT NO. 1, ACCORDING TO THE PLAT THEREOF, ASRECORDED IN PLAT BOOK 3, PAGES 8 AND 9, PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA, (BUT NOT INCLUDED IN SAID PLAT)THE ABOVE DESCRIBES AN AREA OF APPROXIMATELY 60,000 SQUARE FEET OR 1.38ACRES OF LAND.GENERAL NOTES1. = FOUND 5/8" IRON PIN NO I.D.2. BEARINGS BASED ON A GRID BEARING OF S87°58'29"W ON THE NORTH RIGHT OF WAY LINE OF CENTRAL AVENUE.3. DESCRIBED PROPERTY LIES IN FLOOD ZONE AE, ELEVATIONS 11.0 AND 12.0 PER F.I.R.M. COMMUNITY PANEL NO. 120067 MAP NO. 12021C 0189H DATED MAY 16, 2012.4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH AMERICAN VERTICAL DATUM 1988 (N.A.V.D. 88).5. ELEVATIONS AND DISTANCES SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF.6. THIS SURVEY IS CERTIFIED TO THE DATE OF THE FIELD SURVEY, NOT THE DATE OF SIGNATURE.7. OTHER EXISTING IMPROVEMENTS WERE NOT LOCATED UNDER THE SCOPE OF THIS SURVEY.LEGEND(S) = SURVEY DATA(D) = DESCRIPTION DATA OF THE WATERMARK, A CONDOMINIUM AS RECORDED IN OFFICIAL RECORDS BOOK 1593, PAGE 1450, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.402010200SCALE: 1" = 20'TIDAL DATUMS AT WATER TURKEY BAYARE BASED ON FLORIDA 872 5222TIME PERIOD = 1983 - 2001ELEVATIONS OF TIDAL DATUMS ARE REFERENCED IN NAVD 1988MEAN HIGH WATER (MHW) = +0.28 FT NAVDMEAN LOW WATER (MLW) = -1.31 FT NAVDMEAN LOWER LOW WATER (MLLW) = -1.73 FT NAVDTIDAL EPOCHMEAN HIGHER HIGH WATER (MHHW) = +0.51 FT NAVDPUBLISHED TIDAL INFORMATION= APRIL 1978 - AUGUST 1978= 8725235 WIGGINS PASS, INSIDECONTROL TIDE STATION3.A.gPacket Pg. 145Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) WATERMARK CONDO 9380 GULF SHORE DR. NAPLES, FL 34108 FOLIO #81207500021 SUBMERGED RESOURCE SURVEY REPORT MAY 2023 PREPARED BY: 3.A.g Packet Pg. 146 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Table of Contents 1 Introduction ....................................................................................................................................... 1 2 Objective ............................................................................................................................................. 2 3 Methodology ...................................................................................................................................... 3 4 Results ................................................................................................................................................. 4 5 Conclusion .......................................................................................................................................... 5 6 Photos .................................................................................................................................................. 6 3.A.g Packet Pg. 147 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 1 1 INTRODUCTION Turrell, Hall & Associates, Inc. (THA) has been contracted to provide environmental permitting & engineering services for the proposed new docking facility which accommodates 12 slips and boatlifts. A part of the permitting and design process includes completing an onsite Submerged Resource Survey (SRS) at the subject property Watermark Condo at 9380 Gulf Shore Dr. in Naples, FL 34108 that can be identified by folio #81207500021. This resource survey will provide planning assistance to both the property owner and regulating agencies during the review process for the proposed project. The subject property consists of a multi-family residential complex that can be found on the east side of Gulf Shore Dr. along Vanderbilt Lagoon. The subject waterway connects directly to the Gulf of Mexico through Wiggins Pass. The upland parcel currently consists of a multi-family condominium with an existing rip-rap vegetated shoreline made up of mangroves and other vegetation scattered throughout. The property is neighbored to the north by a multi-family residence with a docking facility, to the south by a multi-family residence with a docking facility, to the east by the subject waterway, and to the west by Gulf Shore Drive. The SRS was conducted on May 5, 2023, between approximately 11:30a.m. and 12:15 a.m. Site conditions on that day consisted of sunny skies with a gentle southeast breeze approximately 5- 10mph. Water clarity was good too fair which allowed for approximately 12-24 inches of visibility. The ambient air temperature was approximately 85 degrees Fahrenheit with an incoming tide. A low tide occurred before the site visit at approximately 7:34 a.m. and reached approximately 0.9’ feet above the Mean Low Water Mark. High tide was achieved after the site visit at approximately 12:48 p.m., reaching approximately 2.5 feet above the Mean Low Water Mark. 3.A.g Packet Pg. 148 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 2 2 OBJECTIVE The objective of the SRS was to identify and locate any existing submerged resources within 200 feet of the proposed dock and boathouse facility project. Ordinarily, if seagrasses are present within the vicinity of a project area, an analysis will be required regarding species, percent coverage, and impacts projected by the proposed project. The presence of seagrasses may be ample cause for re-configuration of the design for projects over surface waters in order to minimize impacts. The general scope of work performed during a typical submerged resource survey is summarized below: • THA personnel will conduct a site visit and swim a series of transects within the project site in order to verify the location of any submerged resources. • THA personnel will identify submerged resources within the vicinity of the site and produce an estimate of the percent coverage of any resources found. • THA personnel will delineate the approximate limits of any submerged resources observed via a handheld GPS device. 3.A.g Packet Pg. 149 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 3 3 METHODOLOGY THA biologists intentionally designed the methodology of the SRS to cover not only the entire subject property shoreline for the proposed dock and boathouse installation but also the area within 200 ft. of the proposed site as required by the Collier County LDC. The components utilized for this survey included: • Reviewing aerial photography of the surveyed area. • Establishing survey transect lines (spaced approximately 10 feet apart) overlaid onto aerials. (See attached Exhibits) • Physically swimming the transects, GPS locating the limits of any submerged resources found, and determining the percent coverage within the area. • Documenting and photographing all findings The surveyed area was evaluated systematically by following the established transect lines throughout the project site as shown on the attached exhibit. Neighboring properties, adjacent docking facilities, and other landmarks provided reference markers which assisted in maintaining correct positioning over each transect. During this SRS, one THA staff member swam the transect lines using snorkel equipment while a second remained on the shoreline taking notes and compiling findings on an aerial of the project site. Ordinarily, if any resources are found, they are photographed, GPS located, delineated, and analyzed for percent coverage within the area via a half meter square quadrat. 3.A.g Packet Pg. 150 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 4 4 RESULTS The substrate found within the surveyed area consists of only 1 different characteristic being a silty muck material with scattered shell debris. There was also a lot of vegetation debris observed in the surrounding area, mostly from the recent storm surge that affected this area. Depths increased gradually with distance from the rip-rap shoreline increasing in depth out to the middle of the waterway with depths ranging from 2.5 to 8 feet. During the survey, no seagrasses were observed but there were oyster debris consisting of small clusters and scattered oyster debris throughout. Accordingly, no impacts to any submerged resources are expected to occur as the result of the proposed project and no impacts are proposed to any of the existing mangroves along the subject shoreline. A list of species observed during the SRS can be seen below in Table 1. Table 1: Observed species of wildlife and vegetation within the vicinity of the project site Common Name Scientific Name Striped Mullet Mugil cephalus Sheepshead Archosargus probatocephalus Gray Snapper Lutjanus griseus Common Snook Centropomus undecimalis 3.A.g Packet Pg. 151 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 5 5 CONCLUSION The submerged resource survey was conducted and completed throughout a 200-foot radius surrounding the project site and yielded few results. An existing rip-rap shoreline is present with scattered mangroves and other vegetation. There were no seagrasses or other significant marine resources that were observed anywhere within the vicinity of the project site. There were significant amounts of barnacles and oyster debris observed in and around the mangrove roots contained up along the shoreline. Based off these observations it is THA opinion that the proposed project will not have any negative impacts to any submerged resources nor the subject waterway water quality. 3.A.g Packet Pg. 152 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 6 6 PHOTOS Photo 1: Existing property southern shoreline and mangroves. Photo 2: Existing property shoreline and mangroves. 3.A.g Packet Pg. 153 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 7 Photo 3: View from existing shoreline of subject waterway Photo 4: View of the existing northern shoreline and adjacent docking facility 3.A.g Packet Pg. 154 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 8 Photo 5: View of shoreline from waterway. Photo 6: Sediment with heavy shell and vegetation debris close to mangrove shoreline. 3.A.g Packet Pg. 155 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 9 Photo 7: Muck/silt sediment out in deeper portions of waterway. Photo 8: Typical bottom sediment. 3.A.g Packet Pg. 156 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) Watermark Condo Submerged Resource Survey May 2023 10 Photo 9: Adjacent dock looking south. 3.A.g Packet Pg. 157 Attachment: Attachment F - HEX Backup Package (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.h Packet Pg. 158 Attachment: Attachment G - Public Hearing Sign Posting 12212023 (27765 : PL20230007149 BD 9380 Gulf Shore Dr Watermark Condominium) 3.A.h Packet Pg. 159 Attachment: Attachment G - Public Hearing Sign Posting 12212023 (27765 : PL20230007149 BD 9380 Gulf 02/08/2024 COLLIER COUNTY Collier County Hearing Examiner Item Number: 3.B Doc ID: 27768 Item Summary: Petition No. CU-PL20230012220 – 414 New Market Road West - The Immokalee Water and Sewer District requests the approval of a Conditional Use (CU) to allow an essen tial service, an administrative office and payment center with drive-thru, pursuant to Section 2.01.03.G of the Land Development Code at 414 New Market Road West for those portions of the 2.23± acre development that are in a Residential Multi -Family-6 (RMF-6) Zoning District. The development is bounded by New Market Road West, Flagler Street, and Madison Avenue West, requiring the CU are Lots 3-6, Newmarket Subdivision, in Section 33, Township 46 South, Range 29 East, Collier County, Florida. (Coordinator: John Kelly, Planner III) (Commissioner District 5) Meeting Date: 02/08/2024 Prepared by: Title: Planner – Zoning Name: John Kelly 01/19/2024 1:16 PM Submitted by: Title: Zoning Director – Zoning Name: Mike Bosi 01/19/2024 1:16 PM Approved By: Review: Growth Management Community Development Department Diane Lynch GMD Approver Skipped 01/19/2024 5:25 PM Operations & Regulatory Management Michael Stark Review Item Completed 01/23/2024 10:09 AM Hearing Examiner (GMD Approvers) Diane Lynch Review Item Completed 01/26/2024 1:57 PM Zoning Ray Bellows Review Item Completed 01/29/2024 10:06 AM Zoning James Sabo Review Item Skipped 01/29/2024 11:19 AM Zoning Mike Bosi Division Director Completed 01/29/2024 11:34 AM Hearing Examiner Andrew Dickman Meeting Pending 02/08/2024 9:00 AM 3.B Packet Pg. 160 CU-PL20230012220 Immokalee Water & Sewer District Page 1 of 12 01172023 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: ZONING DIVISION – ZONING SERVICES SECTION GROWTH MANAGEMENT COMMUNITY DEVELOPMENT DEPARTMENT HEARING DATE: FEBRUARY 8, 2024 SUBJECT: CU-PL20230012220, 414 NEW MARKET ROAD WEST - IMMOKALEE WATER & SEWER DISTRICT’S ADMINISTRATIVE OFFICE ______________________________________________________________________________ PROPERTY OWNER/AGENT: Owner: Agent(s): J & B Rentals of Immokalee, LLC Amanda Martin, AICP 19301 Immokalee Rd. Johnson Engineering, Inc. \Naples, FL 34120 2122 Johnson St Fort Myers, FL 33901 Contract Purchaser: Immokalee Water & Sewer District 414 New Market Rd. W. Immokalee, FL 34142 REQUESTED ACTION: To have the Collier County Hearing Examiner (HEX) consider an application for a Conditional Use (CU) to allow an essential service, an administrative office and payment center with a drive- thru, pursuant to Section 2.01.03.G of the Land Development Code (LDC) for those portions of the 2.23± acre development that are in a Residential Multi-Family-6 (RMF-6) Zoning District. GEOGRAPHIC LOCATION: The subject development comprises 2.23± acres located at 414 New Market Road West, which is bounded by New Market Road West, Flagler Street, and Madison Avenue West; requiring the CU are Lots 3-6, Newmarket Subdivision, in Section 33, Township 46 South, Range 29 East, Collier County, Florida. (See Attachment A and the location map on the following page) 3.B.a Packet Pg. 161 Attachment: Staff Report PL20230012220 - 01192024 (27768 : PL20230012220 CU Immokalee Water and Sewer District Administrative Office 414 CU-PL20230012220 Immokalee Water & Sewer District Page 2 of 12 01172023 PURPOSE/DESCRIPTION OF PROJECT: The petitioner requests Conditional Use approval of an essential service identified by LDC section 2.01.03.G.1.e as a government facility to construct an administrative office and payment center with a drive-thru. The subject development consists of four separate parcels with (Continued on Page 4) 3.B.a Packet Pg. 162 Attachment: Staff Report PL20230012220 - 01192024 (27768 : PL20230012220 CU Immokalee Water and Sewer District Administrative Office 414 CU-PL20230012220 Immokalee Water & Sewer District Page 3 of 12 01172023 PURPOSE/DESCRIPTION OF PROJECT Continued an approximate total of 2.23 acres. Parcel 63858800004 and half of parcel 63858760005, comprising approximately 1.1 acres, located along Madison Avenue West, are within an RMF-6 Zoning District; the remaining parcels along New Market Road West comprise approximately 1.1 acres and are within a General Commercial (C-4) Zoning District as well as the Jefferson Avenue Commercial Overlay Subdistrict (JACOSD). Although the project lies across all four parcels, the CU request for an essential service use is for only one-and-a-half parcels located in the RMF-6 Zoning District; the use is permitted by right on the propergrammties located in the C-4/JACOSD Zoning District. (See Attachment C – Concept Plan) The petitioner notes that the Immokalee Water and Sewer District (IWSD)is outgrowing their current site at the wastewater treatment plant and is seeking to increase accessibility, security, and safety for employees and the public. The IWSD hopes to construct a 7,000-square-foot administrative office and payment center with a drive-thru along with associated site improvements such as parking lots, sidewalks, drainage, landscaping, fencing, utilities, lighting, generator, and refuse enclosure as demonstrated upon the provided Concept Plan. The project will need to be further approved through a Site Development Plan (SDP) to demonstrate compliance with the LDC upon approval of the proposed CU on the applicable parcels. 3.B.a Packet Pg. 163 Attachment: Staff Report PL20230012220 - 01192024 (27768 : PL20230012220 CU Immokalee Water and Sewer District Administrative Office 414 CU-PL20230012220 Immokalee Water & Sewer District Page 4 of 12 01172023 SURROUNDING LAND USE & ZONING: North: RMF-6 and C-4/JACOSD; Residential East: Madison Avenue West (Right-of-Way), then Agricultural with a Mobile-Home Overlay (A-MHO); Agricultural South: Flagler Street (Right-of-Way) then C-4/JACOSD; Commercial – Capital Pawn West: New Market Road West (Right-of-Way) then C-4/JACOSD; Fraternal Organization Madison Avenue West (Right-of-Way) then Agricultural with a Mobile-Home Overlay (A-MHO); Agricultural 3.B.a Packet Pg. 164 Attachment: Staff Report PL20230012220 - 01192024 (27768 : PL20230012220 CU Immokalee Water and Sewer District Administrative Office 414 CU-PL20230012220 Immokalee Water & Sewer District Page 5 of 12 01172023 GROWTH MANAGEMENT PLAN (GMP) CONSISTENCY: Future Land Use Element (FLUE): The subject property is designated Urban Mixed Use District – Commercial-Mixed Use (C-MU) Subdistrict as identified in the Immokalee Area Master Plan (IAMP) and the Immokalee Master Plan Future Land Use Map supplement of the Collier County Growth Management Plan (GMP). Though not explicitly listed in the Urban-Mixed Use District for the C-MU Subdistrict or in the C-MU Subdistrict itself, services have been deemed to be allowed in, and consistent with, the C - MU subdistrict. Examples of existing essential services in the C-MU Subdistrict include the Collier County Sheriff’s Office Substation, the Collier County Courthouse Annex, and the Collier County EMS station. In reviewing Policies 5.6 and 7.1 – 7.4 (shown below) of the Future Land Use Element (FLUE), staff provides the following analysis in [bracketed bold text.] 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.] 3.B.a Packet Pg. 165 Attachment: Staff Report PL20230012220 - 01192024 (27768 : PL20230012220 CU Immokalee Water and Sewer District Administrative Office 414 CU-PL20230012220 Immokalee Water & Sewer District Page 6 of 12 01172023 Policy 7.1: The County shall encourage developers and property owners to connect their properties to fronting collector and arterial roads, except where no such connection can be made without violating intersection spacing requirements of the Land Development Code. [The site abuts a rural collector road; New Market RD W. Staff defers this analysis to Transportation Staff to determine appropriate site access.] Policy 7.2: The county shall encourage internal access or loop roads to help reduce vehicle congestion on nearby collector and arterial roads and minimize the need for traffic signals. [The conceptual site drawing demonstrates a loop drive aisle lending two points of entry access: one public access from New Market RD W and one employee entrance on Madison AVE W; and three exit accesses: a public exit on New Market RD W, a public exit on Flagler ST, and an e mployee exit on Madison AVE W.] Policy 7.3: All new and existing developments shall be encouraged to connect their local streets and interconnection points with adjoining neighborhoods or other developments regardless of land use type. [This petition is for a small site and proposes a single use by a special purpose government. The subject site abuts three road frontages. It is not feasible nor beneficial to provide an interconnection to the two abutting parcels that are each less than one acre in size.] Policy 7.4: The County shall encourage new developments to provide walkable communities with a blend of densities, common open spaces, civic facilities, and a range of housing prices and types. [The use must comply with open space requirements of the LDC. The facility's site plan demonstrates existing sidewalks and proposed sidewalk improvements on all road frontages. As the proposed usage is not residential in nature, the policy text regarding a range of housing prices and housing types would not apply to this project.] Conclusion: Based on the above analysis, staff finds the subject petition may be deemed consistent with the Immokalee Area Master Plan of the Growth Management Plan. Transportation Element: In evaluating this project, staff reviewed the applicant’s November 2023 Traffic Impact Statement for consistency with Policy 5.1 of the Transportation Element of the Growth Management Plan (GMP) using the 2022 and the current 2023 Annual Update and Inventory Reports (AUIR). Policy 5.1 of the Transportation Element of the GMP states; “The County Commission shall review all rezone petitions, SRA designation applications, conditional use petitions, and proposed amendments to the Future Land Use Element (FLUE) affecting the overall countywide density or intensity of permissible development, with consideration of their impact on the overall County transportation system, and shall not approve any petition or application that would directly access a deficient roadway segment as identified in the current AUIR or if it impacts an adjacent roadway segment that is deficient as identified in the current AUIR, or which significantly impacts a roadway segment or adjacent roadway segment 3.B.a Packet Pg. 166 Attachment: Staff Report PL20230012220 - 01192024 (27768 : PL20230012220 CU Immokalee Water and Sewer District Administrative Office 414 CU-PL20230012220 Immokalee Water & Sewer District Page 7 of 12 01172023 that is currently operating and/or is projected to operate below an adopted Level of Service Standard within the five year AUIR planning period, unless specific mitigating stipulations are also approved. A petition or application has significant impacts if the traffic impact statement reveals that any of the following occur: a. For links (roadway segments) directly accessed by the project where project traffic is equal to or exceeds 2% of the adopted LOS standard service volume; b. For links adjacent to links directly accessed by the project where project traffic is equal to or exceeds 2% of the adopted LOS standard service volume; and c. For all other links the project traffic is considered to be significant up to the point where it is equal to or exceeds 3% of the adopted LOS standard service volume. Mitigating stipulations shall be based upon a mitigation plan prepared by the applicant and submitted as part of the traffic impact statement that addresses the project’s significant impacts on all roadways.” Staff finding: According to the TIS provided with this petition, the proposed development will generate a projected total of +/- 147 PM peak hour, 2-way trips on the adjacent roadway segments of State Road 29, New Market Road, and Immokalee Road. The trips generated by the development will occur on the following adjacent roadway link using the 2022 and 2023 AUIR: Link/Roadway Link 2022 AUIR LOS 2023 AUIR LOS Current Peak Hour Peak Direction Volume/Peak Direction Projected P.M. Peak Hour/Peak Direction Project Trips (1) 2022 Remaining Capacity 2023 Remaining Capacity 83.0/State Road 29 CR-29A South to Oil Well Road C C 900/North 29/NB 302 252 59.0/ New Market Road SR-29 to Broward St C D 900/East 12/EB 202 128 (2) 46.0/Immokalee Road SR-29 to Oil Well Rd D D 900/East 26/EB 138 71 (2) • (1) The source for P.M. Peak Hour/Peak Direction Project Traffic is from November 2023, and the petitioner provided the Traffic Impact Statement. • (2) The expected deficiency by trip bank is not due to this development. See State Statute bullet points below. Florida Statute 163.3180 ▪ Must allow an applicant to enter into a binding agreement to pay or construct their proportionate fair share. ▪ Facilities determined to be deficient with existing, committed, and vested trips plus projected background traffic from any source other than the development shall be removed from the proportionate share calculation. 3.B.a Packet Pg. 167 Attachment: Staff Report PL20230012220 - 01192024 (27768 : PL20230012220 CU Immokalee Water and Sewer District Administrative Office 414 CU-PL20230012220 Immokalee Water & Sewer District Page 8 of 12 01172023 ▪ The improvement necessary to correct this type of deficiency is the funding responsibility of the maintaining entity. ▪ Applicant must receive a credit for the anticipated road impact fees. ▪ The applicant calculated their proportionate share, and it does not exceed the impact fees anticipated to be collected. Road Improvement projects within the area of impact: SR-29 Extension (Immokalee bypass). This project is part of the Florida Forward effort and is anticipated to improve the road network capacities and service levels. Based on the TIS, the 2022 AUIR, and Florida Statute 163.3180, the subject PUD can be found consistent with Policy 5.1 of the Transportation Element of the Growth Management Plan. The Traffic Impact Statement (TIS) indicates that the adjacent roadway network has sufficient capacity to accommodate this project within the 5-year planning period. Conservation & Coastal Management Element (CCME): Environmental review staff has found this project to be consistent with the Conservation & Coastal Management Element (CCME). The project site has been cleared and maintained clear of native vegetation; no preservation is required. GMP Conclusion: Based upon the above GMP policy review, the petition is consistent with the GMP and is required to be heard by the Hearing Examiner for approval. STAFF ANALYSIS: Staff has completed a comprehensive evaluation of this land use petition, including the criteria for a recommendation. This evaluation is completed as part of the Zoning and Land Development Review provided below. In addition, staff offers the following analyses: Environmental Review: Environmental Services staff has reviewed the Conditional Use petition to address environmental concerns. The property had been historically cleared and maintained clear of native vegetation (prior to 1973); therefore, no preservation is required. No listed animal species were observed on the property. The property is in Wellfield Risk Management Special Treatment Overlay zones (ST/W-4) and must address groundwater protection in accordance with LDC Section 3.06.12.I. This project does not require Environmental Advisory Council (EAC) review, as this project did not meet the EAC scope of land development project reviews identified in Section 2-1193 of the Collier County Codes of Laws and Ordinances. Environmental Planning staff recommends approval of the proposed petition. Transportation Review: The Transportation Planning staff has reviewed the petition for compliance with the GMP and the LDC. Transportation Planning Staff recommends approval of the proposed “Conditional Use for Immokalee Water & Sewer Districts Administrative Office” (CU). 7. Whether the proposed change will create or excessively increase traffic congestion or create types of traffic deemed incompatible with surrounding land uses because of peak volumes or projected types of vehicular traffic, including activity during construction phases of the development, or otherwise affect public safety. 3.B.a Packet Pg. 168 Attachment: Staff Report PL20230012220 - 01192024 (27768 : PL20230012220 CU Immokalee Water and Sewer District Administrative Office 414 CU-PL20230012220 Immokalee Water & Sewer District Page 9 of 12 01172023 The roadway infrastructure, as noted above, has adequate capacity to serve the proposed project at this time and as outlined above, i.e., GMP consistent at the time of rezoning as evaluated as part of the GMP Transportation Element consistency review. Operational impacts will be addressed at the time of the first development order (SDP or Plat). Additionally, the project’s development must comply with all other applicable concurrency management regulations when development approvals are sought. The timing or sequence of development for the purpose of assuring the adequacy of available improvements and facilities, both public and private. The roadway infrastructure, as noted above, is sufficient to serve the proposed project, as noted in the Transportation Element consistency review. Operational impacts will be addressed at the first development order (SDP or Plat), at which time a new TIS will be required to demonstrate turning movements for all site access points. Finally, the project’s development must comply with all other applicable concurrency management regulations when development approvals, including but not limited to any plats and or site development plans, are sought. Landscape Review: During the Site Development Plan review, a landscape plan will be reviewed to ensure compliance with the LDC requirements for perimeter landscape buffers and plantings. Utilities Review: Collier County Utilities staff defers to the Immokalee Water & Sewer District, which is, in this case, the applicant. The Immokalee Water & Sewer District (IWSD) has reviewed the application and confirmed that the project is within their service area. They state that the site already receives IWSD water and wastewater services and that sufficient water and wastewater treatment capacities are available to support the proposed use. The IWSD issued a letter on August 25, 2023, certifying that they have plant capacities to provide water and sewer to 414 New Market Road West, which is comprised of the following folio numbers: 63858840006, 638588000004, 63858760005, and 63858880008 (see Attachments A and C). Conditional Use Findings: When considering a Conditional Use petition, the Hearing Examiner must make a finding that: 1) approval of the Conditional Use will not adversely affect the public interest and will not adversely affect the uses of neighboring properties in the same district; 2) all specific requirements for the individual Conditional Use will be met; and 3) satisfactory provisions have been made concerning the following matters, where applicable: 1. Section 2.01.03.G.1.e of the LDC permits certain essential service facilities as conditional uses in the RMF-6 zoning district. The requested use for an Essential Service Government Facility further described as an administrative office and payment center with a drive-thru for the Immokalee Water and Sewer District, is allowed as a conditional use within the RMF-6 zoning district per LDC section 2.01.03.G.1.e. 2.01.03.G. Conditional uses. The following uses require approval pursuant to section 10.08.00 conditional uses: 3.B.a Packet Pg. 169 Attachment: Staff Report PL20230012220 - 01192024 (27768 : PL20230012220 CU Immokalee Water and Sewer District Administrative Office 414 CU-PL20230012220 Immokalee Water & Sewer District Page 10 of 12 01172023 1. Conditional essential services in every zoning district, excluding the RFMU district sending lands, CON districts, NRPAs, and RLSA designated HSAs and FSAs. In every zoning district, unless otherwise identified as permitted uses, and excluding RFMU district Sending Lands, CON districts, and NRPAs, the following shall be allowed as conditional uses: e. Government facilities, including where not identified as a permitted use in this section, safety service facilities such as including law enforcement, fire, emergency medical services: … 2. Consistency with the Land Development Code (LDC) and the Growth Management Plan (GMP). As noted above, this proposal is consistent with the applicable provisions of the FLUE and the Transportation Element; therefore, the petition is consistent with the Immokalee Area Master Plan and the overall GMP. Comprehensive Planning staff deferred to Zoning staff to determine compliance with FLUE Policy 5.6. The subject project is located within the Immokalee Planning Community, as identified within the GMP. The Immokalee Redevelopment Plan identifies that the site within the Triangle neighborhood is the beneficiary of a multi-million-dollar Federal TIGER grant to help fund sidewalk and lighting improvements, including a 5-foot sidewalk to be constructed along the Madison Avenue West frontage. A new four-lane road is also proposed to route traffic around the Triangle neighborhood to divert heavier traffic off New Market Road and onto the new SR/29 bypass route. This may affect the amount of traffic found on this portion of New Market Road West, thus making this site more appropriate for lower-intensity uses such as the proposed administrative office. The Immokalee Area Master Plan designation of C-MU is intended to provide for pedestrian- scaled, higher-density residential and mixed-use development, employment and recreational opportunities, cultural and civic activities, and public places to serve residents of and visitors to the Immokalee Urban Area. Nonresidential uses allowed within this subdistrict include those uses allowed in the C-1 through C-4 zoning districts per the LDC. As the proposed use was found allowable by the C-MU subdistrict, it is justifiable to state the proposal is consistent with the Immokalee Area Master Plan. With the conditions of approval included by staff, the proposal may also be consistent with all the applicable provisions of the LDC. 3. Ingress and egress to the property and proposed structures thereon, with particular reference to automotive and pedestrian safety and convenience, traffic flow and control, and access in case of fire or catastrophe. Currently, there is only one point of access to the property off New Market Road West, which is both the ingress and egress of the site. The proposal seeks to keep this access and introduce two new points of egress and one point of ingress, all on separate rights-of-way. This design aims to minimize conflict between pedestrians, bicyclists, employees, and customer vehicular traffic to maximize circulation through the site. The primary access off New Market Road West is for pedestrians, bicyclists, and vehicular traffic. The sidewalk will allow both bicyclists and pedestrians direct access to the entrance of the building and the driveway, which connects to a drive-thru lane and public parking lot at the front of the building, providing direct access to the building. The connection to Flagler Street is egress only, allowing only those utilizing the 3.B.a Packet Pg. 170 Attachment: Staff Report PL20230012220 - 01192024 (27768 : PL20230012220 CU Immokalee Water and Sewer District Administrative Office 414 CU-PL20230012220 Immokalee Water & Sewer District Page 11 of 12 01172023 drive-thru to exit the site safely. The third connection point is off Madison Avenue West and is intended only for employees and those with security clearances, such as emergency services, in the fenced and secured area. Emergency services will have access to the site from all bordering rights-of-way. Transportation Planning staff indicates that they have reviewed this petition and determined that there are no outstanding issues concerning vehicular access and traffic control, as shown in the Conceptual Site Plan. 4. The effect the Conditional Use would have on neighboring properties in relation to noise, glare, economic or odor effects. It is anticipated that noise impacts to the surrounding property are minimal, primarily vehicular noise from the public visiting the site to conduct business. The proposed use of an administrative office and payment center with a drive-thru is a low-intensity use, whereas the most intensive activity, the drive-thru and vehicle stacking line, is proposed to be positioned away from residential areas and largely shielded by the building itself. There is no anticipation of odor, glare, or economic impact on the surrounding property. Staff believes the project will not generate additional glare, noise, or odors or otherwise create any adverse economic impacts on the neighborhood if staff’s recommended conditions of approval are adopted as part of any approval. 5. Compatibility with adjacent properties and other properties in the district. The subject development is located within two zoning districts, RMF-6 and C-4/JACOSD, surrounded by various commercial, residential, and agricultural uses and is on the transitional line between multiple zoning districts. The properties to the West and South are zoned C-4 /JACOSD and consist of uses such as a fraternal organization hall, coin laundromat, hair salon, gas station, pawn shop, a strip mall, and other various commercial uses and vacant lots. Properties to the North and East are zoned A-MHO, RSF-4, and RMF-6 and primarily consist of residential homes, agricultural crops, and vacant areas. The proposed use and site are compatible with the surrounding areas and land uses. Based upon the findings above, staff believes that the project can be deemed compatible with the neighborhood subject to the conditions of approval. Additionally, the petitioner will need to comply with all Federal, State, and other local regulations governing the use. ENVIRONMENTAL ADVISORY COUNCIL (EAC) RECOMMENDATION: Pursuant to LDC Section 8.06.03 O.1 Powers and Duties, the EAC did not review this petition because the site is already developed; therefore, no EIS was required. NEIGHBORHOOD INFORMATION MEETING (NIM): The applicant duly noticed the meeting held on October 16, 2023, at 5:30 p.m. at the Immokalee Community Park Conference Room, 321 North 1st Street, Immokalee, FL 34142. Attendance was limited to representatives of Johnson Engineering, the Immokalee Water & Sewer District, and County staff. The meeting was terminated at 6:00 P.M. with no public attendance. 3.B.a Packet Pg. 171 Attachment: Staff Report PL20230012220 - 01192024 (27768 : PL20230012220 CU Immokalee Water and Sewer District Administrative Office 414 CU-PL20230012220 Immokalee Water & Sewer District Page 12 of 12 01172023 RECOMMENDATION: Staff recommends that the Collier County Hearing Examiner (HEX) approve Petition CU- PL20230012220, subject to the following conditions: 1. The maximum total daily trip generation for the Conditional Use shall not exceed 147 two- way PM peak hour net trips based on the use codes in the ITE Manual on trip generation rates in effect at the time of application for SDP/SDPA or subdivision plat approval. 2. The administrative building and its drive-thru shall only operate and be open to the public Monday through Saturday from 8:00 am through 5:00 pm. However, monthly Immokalee Water Sewar District board meetings, special workshops, or hearings are allowed until 9:30 pm. The office may operate 24 hours per day in the event of a natural disaster or emergency. 3. Parking lot lighting shall satisfy Land Development Code requirements during SDP. 4. A “Type B” buffer with a 6-foot masonry, concrete, or pre-fabricated concrete wall shall be provided along the northwestern property line where the site abuts existing residential uses. 5. No hazardous materials will be handled, stored, or produced on the site in accordance with Land Development Code Section 3.06.12. Attachments: A. Property Information B. Conditions of Approval C. Conditional Use Concept Plan D. Applicant’s Backup; Application, Ownership Disclosure, etc. 3.B.a Packet Pg. 172 Attachment: Staff Report PL20230012220 - 01192024 (27768 : PL20230012220 CU Immokalee Water and Sewer District Administrative Office 414 Attachment A: Property Information Property I.D. Number: 63858800004 Plat Book: 1 Page #: 105 Section/Township/Range: 33 / 46 / 29 Subdivision: NEWMARKET SUBD_ Lot: _6-7_ Block: 28 Legal Description: ___NEWMARKET SUBD BLK 28 LOTS 6-7__ Size of Property: 100 ft. X 300 ft. = 30,000 Total Sq. Ft. Acres: 0.68 Address/ General Location of Subject Property: 414 New Market Road W. Corner of New Market Road W & Flagler Street / Corner of Flagler Street & Madison Avenue W.___ Property I.D. Number: 63858760005 Plat Book: 1 Page #: 105 Section/Township/Range: 33 / 46 / 29 Subdivision: NEWMARKET SUBD Lot: 3-5 Block: 28 Legal Description: NEWMARKET SUBD BLK 28 LOTS 3-5 Size of Property: 150 ft. X 225 ft. = 33,750 Total Sq. Ft. Acres: 0.77 Address/ General Location of Subject Property: 414 New Market Road W., Approximately on the corner of Flagler Street and Madison Avenue W. Additional contiguous property, not a part of the conditional use request Section/Township/Range: 33 / 46 / 29 Lot: lot 8 & E1/2 of lot 9 Block: 28 Subdivision: NEWMARKET SUBD Plat Book: 1 Page #: 105 Property I.D. Number: 63858840006 Legal Description: NEWMARKET SUBD BLK 28 LOT 8 &+ E1/2 OF LOT 9 Section/Township/Range: 33 / 46 / 29 Lot: W1/2 of lot 9 & lot 10 Block: 28 Subdivision: NEWMARKET SUBD Plat Book: 1 Page #: 105 Property I.D. Number: 63858880008 Legal Description: NEWMARKET SUBD BLK 28 W1/2 OF 9 &+ ALL OF LOT 10 3.B.b Packet Pg. 173 Attachment: Attachment A - Property Information (27768 : PL20230012220 CU Immokalee Water and Sewer District Administrative Office 414 IWSD Administraive Office CondiƟonal Use CondiƟons November 2023 Page 1 of 1 Immokalee Water & Sewer District AdministraƟon Office (PL20230012220) CondiƟons of Approval The approval of this condiƟonal use is subject to the following condiƟon(s): 1. The maximum total daily trip generaƟon for the CondiƟonal Use shall not exceed 147 two‐ way PM peak hour net trips based on the use codes in the ITE Manual on trip generaƟon rates in effect at the Ɵme of applicaƟon for SDP/SDPA or subdivision plat approval. 2. The administraƟve building and its drive ‐thru shall only operate and is open to the public Monday through Saturday from 8:00 am through 5:00 pm. However, monthly Immokalee Water Sewer District board meeƟngs, special workshops or hearings are allowed unƟl 9:30 pm. The office may operate 24‐hours per day in the event of a natural disaster or emergency. 3. Parking lot lighƟng shall saƟsfy Land Development Code requirements at the Ɵme of SDP. 4. A Type B buffer with a 6‐foot masonry, concrete or pre‐fabricated concrete wall shall be provided along the northwestern property line where the site abuts exisƟng residenƟal uses. 5. No hazardous materials will be handled, stored or produced on the site in accordance with Land Development Code SecƟon 3.06.12. 3.B.c Packet Pg. 174 Attachment: Attachment B - Conditions of Approval (27768 : PL20230012220 CU Immokalee Water and Sewer District Administrative Office 414 5' SIDEWALK BY TIGER GRANT5' S I D EW A L K MADISON AVE. W.GLADES ST.NEW MARKET RD. W.F L A G L E R S T .DRIVE AISLEDRIVE AISLEDRIVE AISLEBUILDINGMAX. 7000SQ. FT.PUBLICPARKINGEMPLOYEEPARKINGX X XXXX X X XXXXXWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S S S S S S S S S S S S S WMWMWMWMWMWMWMWMWMWMWMWMWMSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS X X X XEMPLOYEEPARKING WATERMANAGEMENTWATERMANAGEMENTWATERMANAGEMENT1 0 ' T Y P E "D " B U F F E R 15' TYPE "B" BUFFER WITH 6 ' W A L L 10' TYPE "D" BUFFER15' TYPE "D" BUFFEREXISTING SIDEWALKCONDITIONALUSECONCEPTPLANDATE:PROJECT NO.FILE NO.SCALE:SHEET NUMBERREVISIONS NO. DESCRIPTION DATE JOHNSON ENGINEERING, INC.2122 JOHNSON STREETP.O. BOX 1550FORT MYERS, FLORIDA 33902-1550PHONE: (239) 334-0046E.B. #642 & L.B. #642JULY 202320225013-00903-47-29AS SHOWNIMMOKALEE WATER AND SEWER DISTRICT IWSD ADMINISTRATIVE OFFICE COLLIER COUNTY, FLORIDA1 OF 1ZONING: C-4-JACOSDUSE: COMMERCIALZONING: RMF-6USE: SINGLEFAMILYZONING: A-MHOUSE: AGZONE: RSF-4USE: SINGLEFAMILYNOTES:1. THE LOCATIONS, AMOUNTS, AND CONFIGURATIONS OF DEPICTEDIMPROVEMENTS ARE CONCEPTUALLY SHOWN FOR ILLUSTRATIVEPURPOSES AND ARE SUBJECT TO CHANGE DURING FINAL DESIGNAND PERMITTING, WATER MANAGEMENT AREAS MAY BE RELOCATEDAND SUCH CHANGES WILL BE CONSIDERED MINOR AND CONSISTENTWITH THE APPROVED C.U. MASTER PLAN.2. EXOTIC VEGETATION AS DEFINED BY THE COLLIER COUNTY LANDDEVELOPMENT CODE SHALL BE REMOVED FROM THE SITE ANDSUBSEQUENT ANNUAL EXOTIC REMOVAL (IN PERPETUITY) SHALL BERESPONSIBILITY OF THE PROPERTY OWNER.3. FINAL BUILDING HEIGHT NOT TO EXCEED MAX. 35' REQUIREMENT.4. NO PRESERVATION REQUIRED.OPEN SPACETOTAL SITE = 2.23 ACPROVIDED OPEN SPACE= 1.4 ACZONING: C-4-JACOSDUSE: SINGLE FAMILYZONING: C-4-JACOSDUSE: EAGLES CLUBZONING: C-4-JACOSDUSE: GAS STATION ANDLAUNDRYZONING: C-4-JACOSDUSE: PAWN SHOPPARKING1 SPACE PER 200 S.F. ADMINISTRATIVEOFFICE AREA AND 2 PER EMPLOYEE OF THELARGEST SHIFT FOR ALL OTHER AREAS.F L A G L E R S T .GL A D E S S T .NEW MARKET RD. WMADISON AVE W.SITE LOCATIONA-MHORMF-6C - 4 - JA CO SD RSF-4ZONING MAPNOT TO SCALE2.3.4.1.3.B.dPacket Pg. 175Attachment: Attachment C - CU Concept Plan (27768 : PL20230012220 CU Immokalee Water and Sewer District Administrative Office 414 New Market Road West) Growth Management Community Development Department Need Help? GMCD Public Portal Online Payment Guide E-Permitting Guides Application for Public Hearing for Conditional Use LDC subsection 10 Chapter 3 of the Administrative Code □A CONDITIONAL USE TO BE HEARD BY THE PLANNING COMMISSION AND BOARD OF ZONING APPEALS [l] A MINOR CONDITIONAL USE TO BE HEARD BY THE OFFICE OF THE HEARING EXAMINER APPLICANT CONTACT INFORMATION Name of Property Owner(s): J&B Rentals of lmmokalee LLC Name of Applicant if different than owner: lmmokalee Water & Sewer District Address: 414 New Market Road W. City: lmmokalee state: FL ZIP: 34142 Telephone: 239-658-3630 Cell: 239-651-9990 Fax: _____ _ E-Mail Address: sarah catala@iw-sd.com Name of Agent(s): Zachary Karto Firm: Johnson Engineering, Inc. Address: 2122 Johnson Street City: Fort Myers state: _F_L __ ZIP: 33901 Telephone: 239-461-2464 Cell: ________ Fax: ______ _ E-Mail Address: zkarto@johnsoneng.com BE AWARE THAT COLLIER COUNTY HAS LOBBYIST REGULATIONS. GUIDE YOURSELF ACCORDINGLY AND ENSURE THAT YOU ARE IN COMPLIANCE WITH THESE REGULATIONS. Revised 2023 Page 1 of 12 3.B.e Packet Pg. 176 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District Growth Management Community Development Department ASSOCIATIONS Need Help? GMCD Public Portal Online Payment Guide E-Permitting Guides Required: List all registered Home Owner Association(s) that could be affected by this petition. Provide additional sheets if necessary. Information can be found on the Board of County Commissioner's website at http://www.colliergov.net/lndex.aspx?page=774. Name of Homeowner Association: lmmokalee Civic Association *Civic ----------------------- Ma iii n g Address: 502 E. New Market Rd City: lmmokalee State: _F_I __ ZIP: 34142 Name of Homeowner Association: ----------------------- Ma iii n g Address: _____________ City: ____ State: ___ ZIP: __ _ Name of Homeowner Association: ----------------------- Ma iii n g Address: _____________ City: ____ State: ___ ZIP: __ _ Name of Homeowner Association: ----------------------- Ma iii n g Address: _____________ City: ____ State: ___ ZIP: __ _ Name of Homeowner Association: ----------------------- Ma iii n g Address: _____________ City: ____ State: ___ ZIP: __ _ PROPERTY INFORMATION On separate page, provide a detailed legal description of the property covered by the application: •If the request involves changes to more than one zoning district, the applicant shall include separate legal description for property involved in each district; •The applicant shall submit 4 copies of a recent survey (completed within the last six months, maximum 1" to 400' scale), if required to do so at the pre-application meeting; and •The applicant is responsible for supplying the correct legal description. If questions arise concerning the legal description, an engineer's certification or sealed survey may be required. Property 1.0. Number: 63858800004, 63858760005 Plat Book: _1 ___ Page#: _1_05 __ Section/Township/Range: 33 /46 /_2_9 __ Subdivision: NEW MARKET SUBD Lot: 3-5 and 6-7 Block: 28 ---- Metes & Bounds Description: NEWMARKET SUBD BLK 28 LOTS 6-7 Size of Property: �ft. X atwid•st300 ft.= 63580 Total Sq. Ft. Acres: _1_.1 ____ _ Address/ General Location of Subject Property: 414 New Market Road W. Comer of New Market Road W & Flagler Street/ Corner of Flagler Street & Madison Avenue W Revised 2023 Page 2 of 12 3.B.e Packet Pg. 177 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District Need Help? Growth Management Community Development Department GMCD Public Portal Online Payment Guide E-Permitting Guides ADJACENT ZONING AND LAND USE Zoning Land Use N RMF-6 & C-4-JACOSD Residential s C-4-JACOSD Vacant/ Commercial Retail E A-MHO Vacant w C-4-JACOSD Fraternal Organization If the owner of the subject property owns contiguous property please provide a detailed legal description of the entire contiguous property: (If space is inadequate, attach on a separate page) Section/Township/Range: 33 / 46 / 29 Lot: Att. A Block:�Subdivision: NEW MARKET SUBD Plat Book: _1 _Page#: 105 Property I.D. Number: See Attachme nt A . Metes & Bounds Description: _S_e_e_A_tt_a_c_h_m_e _n_t _A _.------------ CONDITIONAL USE REQUEST DETAIL Type of Conditional Use: This application is requesting a conditional use as allowed, pursuant to LDC section 2.03.00, of the RMF-6 zoning district for Essential Service (type of use). Present Use of the Property: _P_a_r_k_in_g_N_a_c_a_n_t __________ _ Revised 2023 Page 3 of 12 3.B.e Packet Pg. 178 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District Growth Management Community Development Department EVALUATION CRITERIA Need Help? GMCD Public Portal Online Payment Guide E-Permitting Guides Pursuant to LDC section 10.08.00 and Chapter 3 C.1 of the Administrative Code, staff's recommendation to the reviewing body shall be based upon a finding that the granting of the conditional use will not adversely affect the public interest and that the specific requirements governing the individual conditional use, if any, have been met. Further, satisfactory provision and arrangement have been made concerning the following matters, where applicable. On a separate page, provide a narrative statement describing a request for a conditional use and a detailed response to the criteria listed below. Specify how and why the request is consistent with each of the criteria. a.Describe how the project is consistent with the Collier County Land Development Code and Growth Management Plan. Include information on how the request is consistent with the applicable section or portions of the Future Land Use Element. b.Describe the existing or planned means of ingress and egress to the property and proposed structure thereon with particular reference to automotive and pedestrian safety and convenience, traffic flow and control, and access in case of fire or catastrophe. c.Describe the effect the conditional use will have on neighboring properties in relation to noise, glare, economic impact, and odor. d.Describe the site's and the proposed use's compatibility with adjacent properties and other properties in the district. e.Please provide any additional information which you may feel is relevant to this request. Deed Restrictions: The County is legally precluded from enforcing deed restrictions; however, many communities have adopted such restrictions. You may wish to contact the civic or property owners association in the area for which this use is being requested in order to ascertain whether or not the request is affected by existing deed restrictions. Previous land use petitions on the subject property: To your knowledge, has a public hearing been held on this property within the last year? If so, what was the nature of that hearing? No, no public hearing has been held on this property within the last year. Official Interpretations or Zoning Verifications: To your knowledge, has there been an official interpretation or zoning verification rendered on this property within the last year? Ii] No D Yes (If yes please provide copies.) Revised 2023 Page 4 of 12 3.B.e Packet Pg. 179 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District Need Help? Growth Management Community Development Department GMCD Public Portal Online Payment Guide E-Permitting Guides STATEMENT OF UTILITY PROVISIONS FOR CONDITIONAL USE REQUEST APPLICANT INFORMATION Name of Applicant(s): _S_a_r _a _h_C_a_t_a _la _________________ _ Address: 1020 S a nitation Road City: lmmokalee State: _F_L __ ZIP: 34142 Telephone: 239-658-3630 Cell: 239-651-9990 Fax: _____ _ E-Mail Address:------------------------- Address of Subject Property (If available): 414 New Market Road W. City: lmmokalee State: FL ZIP: 34142 LEGAL DESCRIPTION Section/Township/Range: 33 / 46 / 29 Lot: 6-7&3-s Block: 28 Subdivision: NEWMARKET SUBD ---------------------- Plat Book: _1 _Page#: 105 Property I.D. Number: 63858800004, 63858760005 Metes & Bounds Description: NEWMARKET SUBD BLK 28 LOTS 6-7 & 3-5 TYPE OF SEWAGE DISPOSAL TO BE PROVIDED Check applicable system: a.County Utility System b.City Utility System Provide Name: IWSDc.Franchised Utility System □ □ El □ □ -------- d.Package Treatment Plant (GPO Capacity): _1_os_o _____ _ e.Septic System TYPE OF WATER SERVICE TO BE PROVIDED a.County Utility System b.City Utility System PROVIDE NAME IWSDc.Franchised Utility System □ □ El □ ------ d.Private System (Well) Total Population to be served: _1_1 __________________ _ Peak and Average Daily Demands: A.Water-Peak: 127gph Average Daily: 1 OSOgpd B.Sewer-Peak: 127 gph Average Daily: 1050gpd Revised 2023 Page 5 of 12 3.B.e Packet Pg. 180 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District C�erCounty - Growth Management Community Development Department Need Help? GMCD Public Portal Online Payment Guide E-Permitting Guides If proposing to be connected to Collier County Regional Water System, please provide the date service is expected to be required: _n_ta __________________ _ Narrative statement: Provide a brief and concise narrative statement and schematic drawing of sewage treatment process to be used as well as a specific statement regarding the method of affluent and sludge disposal. If percolation ponds are to be used, then percolation data and soil involved shall be provided from tests prepared and certified by a professional engineer. n/a County Utility Dedication Statement: If the project is located within the service boundaries of Collier County's utility service system, a notarized statement shall be provided agreeing to dedicate the water distribution and sewage collection facilities within the project area to the Collier County Utilities. This shall occur upon completion of the construction of these facilities in accordance with all applicable County ordinances in effect at that time. This statement shall also include an agreement that the applicable system development charges and connection fees will be paid to the County Utilities Division prior to the issuance of building permits by the County. If applicable, the statement shall contain an agreement to dedicate the appropriate utility easements for serving the water and sewer systems. n/a Statement of Availability Capacity from other Providers: Unless waived or otherwise provided for at the pre-application meeting, if the project is to receive sewer or potable water services from any provider other than the County, a statement from that provider indicating adequate capacity to serve the project shall be provided. Revised 2023 Page 6 of 12 3.B.e Packet Pg. 181 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District C�rCounty Growth Management Community Development Department Need Help? GMCD Public Portal Online Payment Guide E-Permitting Guides RECORDING OF DEVELOPER COMMITMENTS Within 30 days of adoption of the Ordinance, the owner or developer at their expense shall record in the Public Records of Collier County a Memorandum of Understanding of Developer Commitments or Notice of Developer Commitments that contains the legal description of the property that is the subject of the land use petition and contains each and every commitment of the owner or developer specified in the Ordinance. The Memorandum or Notice shall be in form acceptable to the County and shall comply with the recording requirements of F.S. §695. A recorded copy of the Memorandum or Notice shall be provided to the assigned Principal Planner, Zoning Services Department, within 15 days of recording of said Memorandum or Notice. Chapter 8 of the Administrative Code requires that the applicant must remove their public hearing advertising sign(s) after final action is taken by the Board of County Commissioners. Based on the Board's final action on this item, please remove all public hearing advertising sign(s) immediately. Revised 2023 Page 7 of 12 3.B.e Packet Pg. 182 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District Growth Management Community Development Department Need Help? GMCD Public Portal Online Payment Guide E-Permitting Guides Pre-Application Meeting and Final Submittal Requirement Checklist for: D A Conditional Use to be heard by the Planning Commission and Board of Zoning Appeals � A Minor Conditional Use to be heard by the Office of the Hearing Examiner Chapter 3 of the Administrative Code The following Submittal Requirement Checklist is to be utilized during the Pre-Application Meeting, and at time of application submittal. At time of 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 � □ Cover letter briefly explaining the project ✓LJ Pre-Application Notes ✓I Affidavit of Authorization, signed and notarized � □ ComQleted Addressing Checklist � □ ProQerty OwnershiQ Disclosure Form � □ Warranty Deed(s) ✓□ Boundary Survey ✓ Conceptual Site Plan 24" X 36" plus (one 8 ½ X 11 copy) ✓I Plans showing proposed location for utilities, if required ✓ Plans for screening and buffering the use with reference as to type, dimensions, [{] D and character, if required Plans showing the proposed landscaping and provisions for trees protected by 0 □ County regulations, if required Plans showing the proposed signs and lighting, including type, dimensions, and 0 □ character, if required Architectural Rendering of Proposed Structure(s), if applicable ✓□ Current aerial photographs (available from Property Appraiser) with project [Z] □boundary and, if vegetated, FLUCFCS Codes with legend included on aerial. Statement of utility provisions (with all required attachments & sketches) w LJ Environmental Data Requirements, pursuant to LDC section 3.08.00 ✓I Environmental Data Requirements collated into a single Environmental Impact 0 D Statement (EIS) at time of public hearings. Coordinate with project planner at time of public hearing. Listed Species Survey; less than 12 months old. Include copies of previous surveys. ✓u Traffic Impact Study (TIS) or waiver IZI u Historical and Archeological Survey, or waiver l{J Electronic copy of all documents and plans 0 □ Revised 2023 Page 8 of 12 3.B.e Packet Pg. 183 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District Growth Management Community Development Department Need Help? GMCD Public Portal Online Payment Guide E-Permitting Guides 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. Planners: Indicate if the petition needs to be routed to the following additional reviewers: □ Bayshore/Gateway Triangle Redevelopment: Executive Director □Conservancy of SWFL:□City of Naples:□Parks and Recreation:□Other: Communication Towers: D Mosquito Control D Naples Airport Authority Commercial Mining: I D I Impact Fees Revised 2023 □ Emergency Management or EMS: □GMD Graphics Iii Utilities Engineering: y Iii lmmokalee Water/Sewer District: □ School District (Residential Components): D Collier County Airport Authority Page 9 of 12 3.B.e Packet Pg. 184 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District Need Help? Growth Management Community Development Department GMCD Public Portal Online Payment Guide E-Permitting Guides FEE REQUIREMENTS x Pre-Application Meeting: $500.00 (to be credited towards the application fee if the application is filed within 9 months of pre-application meeting) PAID x Conditional Use Application Fee: $4,000.00 o When filed with Rezone Petition: $1,500.00 o Additional fee for 5th and subsequent reviews: 20% of original fee x Comprehensive Planning Consistency Review: $300.00 x Environmental Data Requirements-EIS Packet (submittal determined at pre-application meeting): $2,500.00 □Listed or Protected Species survey review fee (when an EIS is not required): $1,000.00 x Transportation Fee, if required: o Methodology Review Fee: $500.00 -Required By Email o Minor Study Review Fee: $750.00 o Major Study Review Fee: $1,500.00 x Estimated Legal Advertising Fee for the Hearing Examiner or CCPC: $1,125.00 x Estimated Legal Advertising Fee for the BZA, if required: $500.00 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. Za Ch a ry Ka rto Digitally signed by Zachary Karto Date: 2023.08.29 11 :45:53 -04'00' Agent/Owner Signature Zachary Karto Agent/Owner Name (please print) Revised 2023 8/29/2023 Date Page 10 of 12 3.B.e Packet Pg. 185 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District Need Help? Growth Management Community Development Department GMCD Public Portal Online Payment Guide E-Permitting Guides Public Participation Requirements LDC Section 10.03.06 B. or C. Chapter 8 of the Administrative Code Notice for Minor Conditional Use Petitions Neighborhood Information Meeting (NIM) Requirements: Applicant must conduct a NIM at least 15 days prior to the Hearing Examiner's receipt of the staff report and application materials in accordance with the applicable sections of the Administrative Code. The NIM shall be advertised and a mailed written notice shall be given to the property owners in the notification area at least 15 days prior to the NIM meeting. Mailed Notice: Written notice shall be sent to property owners in the notification area at least 15 days before the advertised Hearing Examiner hearing. Newspaper Advertisements: The legal advertisement shall be published at least 15 days before the advertised Hearing Examiner hearing in a newspaper of general circulation. The advertisement shall include at a minimum: •Date, time, and location of the hearing; •Description of the proposed land uses; and •2 in. x 3 in. map of the project location. Sign: A sign shall be posted at least 15 days before the advertised Hearing Examiner hearing date. Public Hearing for Minor Conditional Use Petitions Hearing Examiner: The Hearing Examiner shall hold at least 1 advertised public hearing. See Chapter 9 of the Administrative Code for the Office of the Hearing Examiner procedures. Notice for Conditional Use Petitions Neighborhood Information Meeting (NIM) Requirements: Applicant must conduct a NIM at least 15 days prior to the advertised public hearing. The NIM shall be advertised and a mailed written notice shall be given to the property owners in the notification area at least 15 days prior to the NIM meeting. Revised 2023 Page 11 of 12 3.B.e Packet Pg. 186 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District Mailed Notice: Written notice shall be sent to property owners in the notification area at least 15 days before the advertised public hearing. Newspaper Advertisements: The legal advertisement shall be published at least 15 days before the advertised public hearing in a newspaper of general circulation. The advertisement shall include at a minimum: •Date, time, and location of the hearing; •Description of the proposed land uses; and •2 in. x 3 in. map of the project location. Sign: A sign shall be posted at least 15 days before the advertised public hearing date. Public Hearing for Conditional Use Petitions Environmental Advisory Committee (EAC): The EAC shall hold at least 1 advertised public hearing, if required. Collier County Planning Commission (CCPC): The CCPC shall hold at least 1 public hearing. Board of Zoning Appeals (BZA): The BZA shall hold at least 1 advertised public hearing. Revised 2023 Page 12 of 12 3.B.e Packet Pg. 187 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District Request lmmokalee Water & Sewer District's Administrative Office Conditional Use Request & Evaluation Criteria Narrative The lmmokalee Water & Sewer District (ISWD) is requesting a conditional use approval of an essential service as identified by LDC section 2.01.03 G.1.e. as a government facility in order to construct an administrative office and payment center with drive-thru at 414 New Market Road West (SR 29) in lmmokalee, Florida. The subject property consists of four separate parcels with an approximate total of 2.23 acres. Parcel 63858800004 and half of parcel 63858760005 (1.1 acres total) along Madison Ave W. are zoned RMF-6 while the remaining parcels along New Market Road W (1.2 acres) are zoned C-4-JACOSD. Although the project lies across all four parcels, the conditional use (CU) request for an essential service use (IWSD administrative office and payment center) is for only the one and a half parcels, zoned RMF-6. The remaining C-4- JACOSD zoned parcels allows for the administrative office as a permitted use. The lmmokalee Water & Sewer District is outgrowing their current site at the wastewater treatment plant, and is seeking to increase accessibility, security, and safety for both the employees as well as the general public. The IWSD is seeking to construct an approximate 7,000 square foot administrative office and payment center with drive-thru along with associated site improvements such as parking lots, sidewalks, drainage, landscaping, fencing, utilities, lighting, generator, and refuse enclosure. Conditional Use Evaluation Criteria Pursuant to LDC section 10.08.00 and Chapter 3 C.1 of the Administrative Code, Collier County staff's recommendation to the reviewing body shall be based upon a finding that the granting of the conditional use will not adversely affect the public interest and that the specific requirements governing the individual conditional use, if any, have been met. Further, satisfactory provision and arrangement have been made concerning the following matters, where applicable. Below are responses to demonstrate this request conforms with the stated criteria. IWSD Administraive Office Conditional Use Request & Evaluation Criteria Narrative August 2023 Page 1 of 4 3.B.e Packet Pg. 188 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District a.Describe how the project is consistent with the Collier County Land Development Code and Growth Management Plan. Include information on how the request is consistent with the applicable section or portions of the Future Land Use Element. The subject property is located within the lmmokalee Planning Community as identified in the Collier County Growth Management Plan (GMP). The lmmokalee Redevelopment Plan identifies that the site within the Triangle neighborhood, which is the beneficiary of a multi million-dollar Federal TIGER grant to help fund sidewalk and lighting improvements including a proposed 5' sidewalk to be constructed along the Madison Ave. W frontage. A new four lane road is also proposed to route traffic around the Triangle neighborhood, so that heavier is diverting heavier through-traffic off New Market Road and onto the new SR/29 bypass route. This may affect the amount of through traffic found on this portion of New Market Road W, thus making this site more appropriate for lower intensity uses such as the proposed administrative office. The subject property is within the Urban Mixed Use -Commercial Mixed Use (CMU) Subdistrict on the Future Land Use Map of the lmmokalee Area Master Plan (IAMP) of the GMP. The IAMP designation of CMU is intended to provide for pedestrian-scaled, higher density residential and mixed-use development, employment and recreational opportunities, cultural and civic activities, and public places to serve residents of, and visitors to, the lmmokalee Urban Area. Nonresidential uses allowed within this Subdistrict include those uses allowed in the C-1 through C-4 zoning districts per the Collier County LDC. As the proposed use was found allowable by the CMU subdistrict, it is justifiable to state the proposal is consistent with IAMP. b.Describe the existing or planned means of ingress and egress to the property and proposed structure thereon with particular reference to automotive and pedestrian safety and convenience, traffic flow and control, and access in case of fire or catastrophe. Currently there is only one point of access onto the property off of New Market Road West, which is both the ingress and egress of the site. The proposal is seeking to keep this access as well as introduce two new points of egress and one point of ingress, all on separate IWSD Administraive Office Conditional Use Request & Evaluation Criteria Narrative August 2023 Page 2 of 4 it•ll•OMcDIJ ENGINEERING 3.B.e Packet Pg. 189 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District rights-of-way. The purpose of this design is to minimize conflict between pedestrians, bicyclists, employees, and customer vehicular traffic to maximize circulation through the site. The primary access off New Market Road West is for pedestrians, bicyclists, and vehicular traffic. The sidewalk will allow both bicyclists and pedestrians direct access to the entrance of the building and the driveway "connectsto a drive-thru lane and public parking lot at the front of the building providing direct access into the building. The connection to Flagler Street is egress only allowing those utilizing the drive-thru to safely exit the site. The third connection point is off of Madison Ave Wand is intended only for employees and those with security clearances, such as emergency services, in the fenced and secured area. Emergency services will have access to the site off of all bordering rights-of-way. c.Describe the effect the conditional use will have on neighboring properties in relation to noise, glare, economic impact, and odor. It is anticipated that noise impacts to surrounding property is very minimal, with primarily vehicular noise from the public visiting the site to conduct business. The proposed use of an administrative office and payment center with drive-thru is a low intensity use whereas the most intensive activity, the drive-thru and vehicle stacking line, is proposed to be positioned away from residential areas and largely shielded by the building itself. There is no anticipation of odor, glare, or economic impact to the surrounding property. d.Describe the site's and the proposed use's compatibility with adjacent properties and other properties in the district. The subject site is divided in two zoning districts, RMF-6 and C-4-JACOSD, surrounded by various commercial, residential and agricultural uses and is on the transitional line between multiple zoning districts. The properties to the West and South are zoned General Commercial with Jefferson Avenue Corridor Overlay Subdistrict (C-4-JACOSD) and consist of uses such as a fraternal organization hall, coin laundromat, hair salon, gas station, pawn shop, a strip mall, and other various commercial uses and vacant lots. Properties to the North and East are zoned A-MHO, RSF4, and RMF-6 and primarily consists of residential homes, IWSD Administraive Office Conditional Use Request & Evaluation Criteria Narrative August 2023 Page 3 of 4 it•ll•OMcDIJ ENGINEERING 3.B.e Packet Pg. 190 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District agricultural crops, and vacant areas. The proposed use of an administrative office for essential water and sewer services is an appropriate transitional use between commercial and residential areas. The proposed use and site is compatible with the surrounding areas and land uses. e.Please provide any additional information which you may feel is relevant to this request. The lmmokalee area has a high number of pedestrians and bicyclists and the relocation of the administrative office and payment center to a more centrally located site on a major roadway with sidewalks will dramatically increase accessibility and service for the local population. This will also benefit all within the service area of the lmmokalee Water & Sewer District as it allows better vehicular access as well. IWSD Administraive Office Conditional Use Request & Evaluation Criteria Narrative August 2023 Page 4 of 4 it•ll•OMcDIJ ENGINEERING 3.B.e Packet Pg. 191 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District Attachment A: Property Information Property I.D. Number: 63858800004 Pl at Book:_!_ Page#: 105 Sec tion/Township/Range: 33 / 46 / 29 Subdivision: NEWMARKET SUBD Lot: ...kl_ Block: 28 Legal Description: Lots 6 and 7, Block 28, Newmarket Subdivision. according to the map or plat thereof as recorded in Plat Book 1. Page 104. Public Records of Collier County, Florida. Size of Property: 100 ft. X 300 ft. = 30,000 Tot al Sq. Ft. Acres: 0.68 Address/ General Loc a tion of Subject Property: 414 New Market Road W. Corner of New Market Road W & Flagler Street/ Corner of Flagler Street & Madison Avenue W. Property I.D. Number: 63858760005 Pl at Book:_!_ Page#: 105 Sec tion/Township/Range: 33 / 46 / 29 Subdivision: NEWMARKET SUBD Lot: 3-5 Block: 28 Legal Description: Lots 3, 4. and 5, Block 28, Newmarket Subdivision. according to the map or plat thereof as recorded in Plat Book 1. Page 104. Public Records of Collier County, Florida. Size of Property: 150 ft. X 225 ft.= 33,750 Tot al Sq. Ft. Acres: 0.77 Address/ General Loc a tion of Subject Property: 414 New Market Road W .• Approximately on the corner of Flagler Street and Madison Avenue W. Additional contiguous property, not a part of the conditional use request Section /Township/Range: 33 / 46 / 29 Lot: lot 8 & El/2 of lot 9 Block: 28 Subdivision: NEWMARKET SUBD Plat Book:! Page#: 105 Property I.D. Number: 63858840006 Legal Description: Lots 8 and El/2 of Lot 9. Block 28, Newmarket Subdivision. according to the map or plat thereof as recorded in Plat Book 1. Page 104, Public Records of Collier County, Florida. Section/Township/Range: 33 / 46 / 29 Lot: Wl/2 of lot 9 & lot 10 Block: 28 Subdivision: NEWMARKET SUBD Plat Book: 1 Page#: 105 Property I.D. Number: 63858880008 Legal Description: Lots 10 and Wl/2 of Lot 9, Block 28, Newmarket Subdivision, according to the map or plat thereof as recorded in Plat Book 1. Page 104, Public Records of Collier County, Florida. Legal Description as described in Warranty Deed. Lots 3, 4, 5, 6, 7, 8, 9, and 10, Block 28, Newmarket Subdivision, according to the map or plat thereof as recorded in Plat Book 1, Page 104, Public Records of Collier County, Florida. Parcel ID#s:63858760005;63858800004;63858840006;63858880008 3.B.e Packet Pg. 192 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District owiGHT-E:-sRocK :--cl ERK oF THE CIRCUIT couRT', coLLIER couNi-v i=i�oiiioA DOC@.70 $1,400.00 REC $18.50 CONS $200,000.00 .. NOTE TO CLERKlfAX EXAMINER: Actual consideration paid is S 200,000.00 Prepared by: John Jay Watkins, EsquireJohn Jay Watkins, P.A. P.O. Box 250 LaBelle, FL 33975-0250 tl c c_. ,, "· �0 � w;;;�:;-n�}," This Indenture, Made this<�") day of February , 2017 DAVID H. CARTER, INDIVIDUALLYiAND AS TRUSTEE OF THE DAVID H. CARTER TRUSj:)zl;,A: .. ' D 6/23/19 of the County of Lee >' : • , State of Florida J&B RENTALS OF IMMOKALEE{ ��--�lorida limited liability company ,. " .. JJ.,,, whose address is: 19301 Immokalee Road, Nili!es;l',,34120. >\::/\<;;;';�1\ of the County of Colher . •:).," J", \. State of Florida A.D., Between , grantor, and , grantee. Witnesseth that the GRANTOR, for and in consideration dtll1s�:j(\ ------TEN DOLLARS ($10)---------hP=-::-t-�--DOLLARS, and other good and valuable consideration to GRANTOR 1ilJµtn��,. by GRANTEE, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said GRANTEE and GRANT��.,��ccessors and assigns forever, the following described land, situate, lying and being in the County of Collier '{:�f·: {\\State of Florida to wit: Lots 3, 4, 5, 6, 7, 8, 9 and 10, Block 28, Newmarket sJlfd1_··a• .�j'cft. ij ac·. cording to the map or plat thereof asrecorded in Plat Book 1, Page 104, Public Records ofCo11i� ,., ·q_hJity, Florida. Parcel ID#s: 63858760005; 63858800004; 63858840006; • ;,8,?�8�08•<·1s'.J>./' '\ The property herein conveyed DOES NOT constitute the H�wD property of the Grantor. and the grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever.. -- 3.B.e Packet Pg. 193 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District • Warranty Deed -Page 2Parcel ID Number: see legal belowIn Witness Whereof, Jhe grantor has hereunto set his hand and seal the day and year first above written. /''\ ,'. .I f igrl\d, sea le�-��-delivfre!:ill'.:��r-presence: � • .- ---� ., "" .r":, • ·. c.C?�Witness #2 o n. • , Printed name:A@I £. rerKftJS. STATE OF Florida --#-'��(J-"---"--___.��---_ (Seal) DAVID H. CARTER, AS TRUSTEE OF THE DAVID H. CARTER TRUST UTD 6/23/1989 P.O. Address: 21911 Tuckahoe Road, Alva, FL33920 COUNTY OF Hendry ) ... The foregoing instrument was acknowledged before me this/} , . _6th., day of February , 2017 by DAVID H. CARTER, AS TRUSTEE OF THE D�'VIDH�'�ARTER TRUST DATED 6/23/1989 -,,- / #"/1'', .. ;2. d �-who is personally known to me or who has produced his Florida driver's Jj�' identification. .-::<i�t��. NANCY E. PERKINS [.(�\.\ MY COMMISSION# FF 226720�<-��fl EXPIRES; September 4, 2019 ,,t�:.r;'i�, .. • Bonded thru Nota,y Public UnderwrHers J&B C"..ARTF.R '·-�,/�# No. , ,. ·:.My Com�f'sio;!J*)Jres: /' < 1 3.B.e Packet Pg. 194 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District Growth Management Community Development Department ADDRESSING CHECKLIST Please complete the following and upload via the CityView Portal with your submittal. Items marked with (*) are required for every application, other items are optional and may not apply to every project. Forms are valid for 6 months following their submittal; an updated form will be required for a new submittal after that timeframe and any time the properties within the project boundary are modified. Additional documents may be attached to this form and can include: *LOCATION MAP and/or SURVEY showing the proposed project boundary. List of additional folio numbers and associated legal descriptions. E-mail from Addressing Official for any pre-approved project and/or street names. LOCATION INFORMATION *FOLIO (Property ID} Number(s) of subject property or properties. [Attach list if necessary] 63858800004,63858760005,63858840006,&63858880008 *LEGAL DESCRIPTION of subject property or properties. [Attach list if necessary] See Attached. STREET ADDRESS(ES} where applicable, if already assigned. 414 New Market Rd W, lmmokalee, FL 34142 PROJECT INFORMATION Acceptance of this form does not constitute project and/or street name approval and is subject to further review by the Addressing Official. Pre-Approval may be requested by contacting us at GMD Addressing@colliercountyfl.gov or 239-252-2482 prior to your submittal. CURRENT PROJECT NAME PROPOSED PROJECT NAME Conditional Use for Administrative Office with Payment Center PROPOSED STREET NAME(s) LATEST APPROVED PROJECT NUMBER [e.g., SDP-94-##, PPL-2002-AR-####, PL2017000####] Addressing Checklist (Rev 10/2022) Operations & Regulatory Management Division• 2800 North Horseshoe Drive• Naples, FL 34104 • 239-252-2400 www.colliercountyfl.gov Page 1 of 1 3.B.e Packet Pg. 195 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District r�unty ...... .... Growth Management Community Development Department 2800 North Horseshoe Drive, Naples, Florida 34104 Phone: (239) 252-1036 I Email: GMDClientServices@colliercountyfl.gov www.colliercountyfl.gov PROPERTY OWNERSHIP DISCLOSURE FORM This is a required form with all land use petitions, except for Appeals and Zoning Verification Letters. Should any changes of ownership or changes in contracts for purchase occur subsequent to the date of application, but prior to the date of the final public hearing, it is the responsibility of the applicant, or agent on his behalf, to submit a supplemental disclosure of interest form. Please complete the following, use additional sheets if necessary. a.If the property is owned fee simple by an INDIVIDUAL, tenancy by the entirety, tenancy in common, or joint tenancy, list all parties with an ownership interest as well as the percentage of such interest: Name and Address % of Ownership b.If the property is owned by a CORPORATION, list the officers and stockholders and the percentage of stock owned by each: Name and Address % of Ownership c.If the property is in the name of a TRUSTEE. list the beneficiaries of the trust with the percentage of interest: Name and Address % of Ownership 01/2023 Page 1 of 3 3.B.e Packet Pg. 196 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District rgou.nty ...W.Lzes � Growth Management Community Development Department 2800 North Horseshoe Drive, Naples, Florida 34104 Phone: (239) 252-1036 I Email: GMDClientServices@colliercountyfl.gov www.colliercountyfl.gov d.If the property is in the name of a GENERAL or LIMITED PARTNERSHIP, list the name of the general and/or limited partners: Name and Address % of Ownership e.If there is a CONTRACT FOR PURCHASE, with an individual or individuals, a Corporation, Trustee, or a Partnership, list the names of the contract purchasers below, including the officers, stockholders, beneficiaries, or partners: Name and Address lmmokalee Water & Sewer Oislricl (Sarah Catala Executive Director), 1020 Sanitation Road lmmokalee, Florida 34142 Board Members, Joseph Brister (Chair), Anne Goodnight (Vice Chair) Robert Halman (Treasurer), Bonnie Keen (Secretary) Jack Johnson, Jr. (Commissioner), Magda Ayala (Commissioner) Date of Contract: July 1, 2023 % of Ownership 100 f.If any contingency clause or contract terms involve additional parties, list all individuals or officers, if a corporation, partnership, or trust: Name and Address g.Date subject property acquired ______ _ D Leased: Term of lease _____ years /months If, Petitioner has option to buy, indicate the following: 01/2023 Page 2 of 3 3.B.e Packet Pg. 197 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District ., County � Growth Management Community Development Department 2800 North Horseshoe Drive, Naples, Florida 34104 Phone: (239) 252-1036 I Email: GMDClientServices@colliercountyfl.gov www.colliercountyfl.gov Date of option: __________ _ Date option terminates: --------� or • • • Februl!lf'/ 215, 202'.c cs once CU permtt<!i mtJtrod Ant1c1pated closing date: ______ _ AFFIRM PROPERTY OWNERSHIP INFORMATION Any petition required to have Property Ownership Disclosure, will not be accepted without this form. Requirements for petition types are located on the associated application form. Any change in ownership whether individually or with a Trustee, Company or other interest-holding party, must be disclosed to Collier County immediately if such change occurs prior to the petition's final public hearing. As the authorized agent/applicant for this petition, I attest that all of the information indicated on this checklist is included in this submittal package. I understand that failure to include all necessary submittal information may result in the delay of processing this petition. *The completed application, all required submittal materials, and fees shall be submitted to:Growth Management Community Development Department I GMO Portal: https:// cvportal.colliercountyfl.gov/ cityviewweb Questions? Ema ii: GM Dclientservices@colliercountyfl.gov �fs(QQ3 Agent/Owner Signature S0r--e..w� �' CQ-Tf.\,'--.Q Agent/Owner Name (please print) 01/2023 '22-��0� 'I 2-0 2-sDate Page 3 of 3 3.B.e Packet Pg. 198 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District r County � .... Growth Management Community Development Department 2800 North Horseshoe Drive, Naples, Florida 34104 Phone: (239) 252-1036 I Email: GMDClientServices@colllercountyfl.gov www.colllercountyfl.gov PROPERTY OWNERSHIP DISCLOSURE FORM This is a required form with all land use petitions, except for Appeals and Zoning Verification Letters. Should any changes of ownership or changes in contracts for purchase occur subsequent to the date of application, but prior to the date of the final public hearing, it is the responsibility of the applicant, or agent on his behalf, to submit a supplemental disclosure of interest form. Please complete the following, use additional sheets if necessary. a.If the property is owned fee simple by an INDIVIDUAL, tenancy by the entirety, tenancy in common, or joint tenancy, list all parties with an ownership interest as well as the percentage of such interest: Name and Address % of Ownership b.If the property is owned by a CORPORATION, list the officers and stockholders and the percentage of stock owned by each: Name and Address % of Ownership i......:::::.=..:._i_..==-=c...::u�· ""'-e"--11-'1lD:o rL-1.:1 C:12o�l�mrJ.JLJt::f!..'��e>-.J.D---l -----.!:::'.!L.�------l uenpu,+ 1�1-J =..,_,,_,,. .. ...,__,..,._-"-'r'-"--1-'"--+-----�-----j c.If the property is in the name of a TRUSTEE. list the beneficiaries of the trust with the percentage of interest: Name and Address % of Ownership 01/2023 Page 1 of 3 3.B.e Packet Pg. 199 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 200 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District Growth Management Community Development Department 2800 North Horseshoe Drive, Naples, Florida 34104 Phone: (239) 252-1036 I Email: GMDClientServices@colliercountyfl.gov www.colliercountyfl.gov Date of option: __________ _ Date option terminates: ________ _, or Anticipated closing date: ______ _ AFFIRM PROPERTY OWNERSHIP INFORMATION Any petition required to have Property Ownership Disclosure, wlll not be accepted without this form. Requirements for petition types are located on the associated application form. Any change In ownership whether individually or with a Trustee, Company or other interest-holding party, must be disclosed to Collier County immediately if such change occurs prior to the petition's final public hearing. As the authorized agent/applicant for this petition, I attest that all of the information indicated on this checklist is included in this submittal package. I understand that failure to include all necessary submittal information may result in the delay of processing this petition. *The completed application, all required submittal materials, and fees shall be submitted to:Growth Management Community Development Department I GMD Portal: https:/ /cvportal.colliercountyfl.gov/cityviewweb Questions? Email: GMDclientservices@colliercountyfl.gov \lh I 2,3 Date Agent/Owner Name (please print) 01/2023 Page 3 of 3 3.B.e Packet Pg. 201 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District DNnm1 r of Co1F PD10 YTJD1 LJ !Jll ufj1rl!J! :lllJJ!:' uf Flurulu H ,,;, ,u DeQartment of State I Division of Coq:iorations / Search Records / Search by Entity Name / Detail by Entity Name Florida Limited Liability Company J & B RENTALS OF IMMOKALEE , LLC Filing Information Document Number FEI/EIN Number Date Filed Effective Date State Status PrinciP-al Address 19301 IMMOKALEE ROAD NAPLES, FL 34120 Mailing Address 19301 IMMOKALEE ROAD NAPLES, FL 34120 L09000075168 27-0687918 08/05/2009 08/04/2009 FL ACTIVE Registered Agent Name & Address DAVENPORT, JEFFREY E 19301 IMMOKALEE ROAD NAPLES, FL 34120 Authorized Person(§) Detail Name & Address Title MGRM DAVENPORT, JEFFREY E 19301 IMMOKALEE ROAD NAPLES, FL 34120 Title MGRM DAVENPORT, REBECCA B 19301 IMMOKALEE ROAD NAPLES, FL 34120 AnnualReP-orts D.VISION OF CORPOR TIOI 3.B.e Packet Pg. 202 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District Document Images Florida Department of State, Division of Corporations 3.B.e Packet Pg. 203 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District AFFIDAVIT OF AUTHORIZATION FOR PETITION NUMBERS($) -=Pc..:1=2=-0=23::...:0:...:0--=-1=22=2=-=0----------------- I, Sarah Catala (print name), as Executive Direclo, (title, if applicable) of lmrnokaleeWater&SewerDislricl (company, l�licable), swear or affirm under oath, that I am the (choose one) ownerCJ applicant □contract purchaserL.LJand that *Notes: 1. I have full authority to secure the approval(s) requested and to impose covenants and restrictions on the referenced property as a result of any action approved by the County in accordance with this application and the Land Development Code; 2.All answers to the questions in this application and any sketches, data or other supplementary matter attached hereto and made a part of this application are honest and true; 3.I have authorized the staff of Collier County to enter upon the property during normal working hours for the purpose of investigating and evaluating the request made through this application; and that 4. The property will be transferred, conveyed, sold or subdivided subject to the conditions and restrictions imposed by the approved action. 5.We/I authorize Johnson Engineenng Inc. to act as our/my representative in any matters regarding this petition including 1 through 2 above. •If the applicant is a corporation, then it is usually executed by the corp. pres. or v. pres. •If the applicant is a Limited Liability Company (L.L.C.) or Limited Company (L.C.), then the documents should typically be signed by the Company's "Managing Member." •If the applicant is a partnership, then typically a partner can sign on behalf of the partnership. •If the applicant is a limited partnership, then the general partner must sign and be identified as the "general partner" of the named partnership. •If the applicant is a trust, then they must include the trustee's name and the words "as trustee". •In each instance, first determine the applicant's status, e.g., individual, corporate, trust, partnership, and then use the appropriate format for that ownership. Under penalties of perjury, I declare that I have read the foregoing Affidavit of Authorization and that the facts stated in it•� �_Q,\ 6-�----l5 AuGiusr lol "3Signature -Date STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrument was acknowleged before me by means of �hysical P. esence or /� day of0t(§U rf , 20�, by (printed name of owner or qualifier)...;;;.'-'"""""-...._.'-'--_.__,__-===.:..�......_='---- Such person(s) Notary Public must check applicable box: Ci2f" Are personally known lo me D Has produced a current drivers license _____ _ Notary Signature:--x •J w 5zt(! __ 0 Has produced ________ i§; as identification. tLI , . CP\08-COA-00115\155 REV 3/4/2020 ''�.-��-�-��;".�� •. �.\, OF ELIA GONZALEZ � Notdry ?ublic • State of Florida \�k'!!UJ.i Commi11i011 � GG 910085 •• 1._o, ",�/ My Comm. Expires Sep J, 20 23 Bonded throu�h Nation a I Notary Assn, 3.B.e Packet Pg. 204 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District AFFIDAVIT OF AUTHORIZATION FOR PETITION NUMBERS($) _P_L2_02_30_0_12_22_0 ______________________ _ I, Jeffrey E. Davenport (print name), as MGRM (title, if applicable) of J&B Rentals of lmmokalee LLC (company, If applicable), swear or affirm under oath, that I am the (choose one) owner[2] applicantOcontract purchaser0and that: *Notes: 1.I have full authority to secure the approval{s) requested and to impose covenants and restrictions on the referenced property as a result of any action approved by the County in accordance with this application and the Land Development Code; 2.All answers to the questions in this application and any sketches, data or other supplementary matter attached hereto and made a part of this application are honest and true; 3.I have authorized the staff of Collier County to enter upon the property during normal working hours for the purpose of investigating and evaluating the request made through this application; and that 4.The property will be transferred, conveyed, sold or subdivided subject to the conditions and restrictions imposed by the approved action. 5.W e/I authorize lmmokalee Water & Sewer District (IWSD) (Sarah Catala, Executive Director) to act as OU r/m y representative in any matters regarding this petition including 1 through 2 above. •If the applicant is a corporation, then it is usually executed by the corp. pres. or v. pres. •If the applicant is a Limited Liability Company (L.L.C.) or Limited Company (L.C.), then the documents should typically be signed by the Company's "Managing Member.'' •If the applicant is a partnership, then typically a partner can sign on behalf of the partnership. •If the applicant is a limited partnership, then the general partner must sign and be identified as the "general partner'' of the named partnership. •If the applicant is a trust, then they must include the trustee's name and the words "as trustee". •In each instance, first determine the applicant's status, e.g., individual, corporate, trust, partnership, and then use the appropriate format for that ownership. Under penalties of perjury, I declare that I have read the foregoing Affidavit of Authorization and that lhef�Os - 9/2ft1Z,3 • Signature O te STATE OF FLORIDA COUNTY OF COLLIER JO,, focego;nm:J!.menl�as acknowleged befme me by means of cie'hys;cal ,,,.,b.1_'!'_ day of �l.(�1 , 20'1-3, by (printed name of owner or qualifier) _..,.,_,""-'---'-L...>o=+---"'-"--'"""""""-'�CL..>.--F-=....;. Si_pti person(s) Notary Public must check applicable box: tJ Are personally known to me D Has produced a current drivers license ______ _ D Has produced __________ as identification. Notary Signature: �� V � CP\08-COA-00IJS\155 REV 3/4/2020 _ .. -; . .';i..�iij;_-... CRISTA CAMPBELL ii�<-,.\ Notary Public -State of Florida i��--i Commission# HH 028508 -----�1,pr F'-rf./ My Gomm. Expir�s Aug 5, 2024 Bonded through National Notary Assn. 3.B.e Packet Pg. 205 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District Date: Time: lmmokalee Water & Sewer District Administrative Office Conditional Use (CU)-PL20220012220 Neighborhood Information Meeting Summary Monday, October 16, 2023 5:30 pm Location: lmmokalee Community Park Conference Room 321 N. pt Street, lmmokalee, FL 34142 Attendees: Amanda Martin, AICP and Kaitlyn Zindle of Johnson Engineering, Inc. John Kelley, Collier County Misty Smith and Anne Goodnight (IWSD) Meeting Summary: The meeting started at approximately 5:30 p.m. No public attendees were present. No presentation was given and no recording is provided due to no public attendance. The staff and applicant representatives are documented on the attached sign-in sheet. The meeting concluded at 6:00. Page 1 3.B.e Packet Pg. 206 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District Meeting Location: Meeting Date: Name-Print Address Email 2. -4. 5. 6. 7. 8. 9. 10. 12. 13. 1-4. 15. 16. 3.B.e Packet Pg. 207 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Neighborhood Information Meeting Affidavit of Compliance I hereby certify that pursuant to Ordinance 2004-41, of the Collier County Land Development Code, I did cause the attached newspaper advertisement to appear and I did give notice by mail to the following property owners and/or condominium and civic associations whose members may be affected by the proposed land use changes of an application request for a rezoning, PUD amendment, or conditional use, at least 15 days prior to the scheduled Neighborhood Information Meeting. For the purposes of this requirement, the names and addresses of property owners shall be deemed those appearing on the latest tax rolls of Collier County and any other persons or entities who have made a formal request of the County to be not(fied. The said notice contained the laymen's description of the site property of proposed change and the date, time, and place of a Neighborhood Information Meeting. Per the attached letters, property owner's list, and copy of newspaper advertisement which are hereby made a part of this Affidavit of Compliance (Signature of Applicant) STATE OF FLORIDA, COUNTY OF COLLIER The foregoing instrument was acknowledged before me by means of�hysical presence or Oonline regist ration this 9th day of October , 20 �, by Amanda Martin who is [Z] personally known to me ,,,.,,,,,, DEBRA L P�NDLEBURY �f,��<Pu��'Not�1"{ Put}lk:state of Florida=: IL l,, Commission # HH 285559 i:�, u.¥1 My Commission Expires '',f.ff;�,,,,' August 20, 2026 or 0has produced ____________ as identification. Print Name of Notary Public 3.B.e Packet Pg. 208 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 330 NEW MARKET LLC % LEMAC LLC 4001 SANTA BARBARA BLVD #364 NAPLES, FL 34104---0 ANGELICA HERNANDEZ REV TRUST 313 CALLE AMISTAD IMMOKALEE, FL 33324---0 AYALA, MATEO AV ALA, CLARA 207 WASHINGTON AVE IMMOKALEE, FL 34142---3133 B & B GROCERY STORES INC % HANDY #SO/ADJ TENANT PO BOX 1808 TAMPA, FL 33601---1808 CENDEJAS INVESTMENT LLC 4673 SW BULL POND ST ARCADIA, FL 34266---3697 COLLIER LAND HOLDINGS LTD 999 VANDERBILT BEACH RD #507 NAPLES, FL 34108---0 GARCIA, MARGARITO 509 MADISON AVE W IMMOKALEE, FL 34142---3041 GOMEZ, NEIVIO F 801 GLADES ST IMMOKALEE, FL 34142---3001 GORDILLO, SAMUEL J & MARIA M SOS NEW MARKET RD W IMMOKALEE, FL 34142---3055 IXCOY, NICOLAS CAPRI EL MARIA E IXCOY ARGUENTA 414JEFFERSON AVE IMMOKALEE, FL 34142---0 4108 AERIE IMMOKALEE, FOE, INC PO BOX 5063 IMMOKALEE, FL 34143---5063 AVALOS, ALICIA 405 JEFFERSON AVE W IMMOKALEE, FL 34142---3131 AYALA, MATEO F 855 MONROE ST IMMOKALEE, FL 34142---2877 C & C PROPERTIES OF IMMOKALEE INC PO BOX 970 IMMOKALEE, FL 34143---970 CHENEY, LINDA 314 MADISON AVE W IMMOKALEE, FL 34142---3227 DEWRELL, TRACEY & MARA 336 S ESPLANADE ALPHARETTA, GA 30009---0 GARCIA, MARY ANN 1213 LEE ST IMMOKALEE, FL 34142---2825 GONZALEZ, GLENDA 307 CALLE AMISTAD IMMOKALEE, FL 34142---3220 HERNANDEZ, LIVIA GUZMAN 503 NEW MARKET RD W IMMOKALEE, FL 34142---0 J&B RENTALS OF IMMOKALEE LLC 19301 IMMOKALEE ROAD NAPLES, FL 34120---0 ALVEREZ EST, MARIA OLGA 305 CALLE AMISTAD IMMOKALEE, FL 34142---3220 AYALA, CLARA 3465 10TH AVE SE NAPLES, Fl 34117---4520 B & B CASH GROCERY STORES INC % HANDY #SO PO BOX 1808 TAMPA, Fl 33601---1808 CASTRO, LETICIA BECERRA 510 NEW MARKET ROAD W IMMOKALEE, FL 34143---0 CINTRON EST, CARMEN B 908 GLADES ST IMMOKALEE, FL 34142---3028 ESCAMILLA, IRENE HUAPILLA 309 CALLE AMISTAD IMMOKALEE, FL 34142---0 GARCIA, MARY 1213 LEE ST IMMOKALEE, FL 34142---2825 GONZALEZ, JOSHUA JAVIER 513 MADISON AVE IMMOKALEE, FL 34142---3041 HUAPILLA JR, GENARO GENARO HUAPILLA SR ROSA M HUAPILLA 1304 CAMELLIA AVE IMMOKALEE, FL 34142---0 J&B RENTALS OF IMMOKALEE LLC 19301 IMMOKALEE ROAD NAPLES, FL 34120---0 3.B.e Packet Pg. 209 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District J&B RENTALS OF IMMOKALEE LLC 19301 IMMOKALEE ROAD NAPLES, FL 34120---0 K & B COMMERCIAL RENTALS #1 1303 NEW MARKET RD W IMMOKALEE, FL 34142---2253 LOPEZ, HERMITANIO FIGUEROA RICARDA BALTAZAR 1122 BUSH ST E IMMOKALEE, FL 34142---0 MARTINEZ, LORENZO 803 MANATEE STREET IMMOKALEE, FL 34142---0 MUNOZ RENTALS LLC 1703 IMMOKALEE DR IMMOKALEE, FL 34142---0 NODAL, ELVIRA PO BOX 776 LEHIGH ACRES, FL 33970---0 RAMIREZ, ROBERTO P & MAGDA 0 PO BOX 3466 IMMOKALEE, FL 34143---3466 SANCHEZ, DAVID ERNESTINA PEREZ % JOSE SANCHEZ 304 MADISON AVE W IMMOKALEE, FL 34142---3227 VILLA, ADOLFO & CLAUDIA 811 JEFFERSON AVE W IMMOKALEE, FL 34142---2205 YZAGUIRRE, ARMANDO 505 MADISON AVE W IMMOKALEE, FL 34142---0 � J&B RENTALS OF IMMOKALEE LLC 19301 IMMOKALEE ROAD NAPLES, FL 34120---0 L&M RENTALS OF IMMOKALEE LLC 119 N 9TH ST IMMOKALEE, FL 34142---0 LUNA, JACINTO ANGELA VICKERY 631 N 9TH ST IMMOKALEE, FL 34142---2902 MEDRANO, JOSEFINA MELISSA MANCHA 306 MADISON AVE W IMMOKALEE, FL 34142---3227 MUNOZ RENTALS LLC 1703 IMMOKALEE DR IMMOKALEE, FL 34142---0 NODAL, ELVIRA PO BOX 776 LEHIGH ACRES, FL 33970---0 RAMOS, HECTOR L & NYDIA E 1216 JEFFERSON AVE W IMMOKALEE, FL 34142---0 SANCHEZ, JOSE 304 MADISON AVE W IMMOKALEE, FL 34142---3227 VILLARREAL, MARIA 517 MADISON AVE W IMMOKALEE, FL 34142---3041 K & B COMMERCIAL RENTALS #1 1303 NEW MARKET RD W IMMOKALEE, FL 34142---2253 LOPEZ, HERMITANIO FIGUEROA RICARDA BALTAZAR 1122 BUSH STE IMMOKALEE, FL 34142---0 MANDUJANO, JESUS JOSE ANTONIO MANDUJANO 825 GLADES ST IMMOKALEE, FL 34142---0 MENDOZA, GRACIANO 1310 LAKE TRAFFORD RD IMMOKALEE, FL 34142---2847 NAVARRETE, PABLO & MARIA 403 JEFFERSON AVE W IMMOKALEE, FL 34142---3131 PIERRE, CARMELIA 303 CALLE AMISTAD IMMOKALEE, FL 34142---0 RIOS, !SABEL RAMIREZ 310 WEEKS TERRACE IMMOKALEE, FL 34142---0 VCRAF PGIM GOPHER RIDGE LLC % PRUDENTIAL AGRICULTURAL INV 201 S ORANGE AVE STE 795 ORLANDO, FL 32801---0 WE BROTHERS ENTERPRISE INC 8480 MAN O WAR RD PALM BEACH GARDE, FL 33418---0 3.B.e Packet Pg. 210 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District October 1, 2023 Dear Property Owner: Please be advised that Johnson Engineering, Inc. on behalf of the lmmokalee Water and Sewer District has submitted petition PL20230012220 to Collier County for a Conditional Use (CU) approval for the following described property: The property consists of four separate parcels on 2.23 acres located at 414 New Market Road West at the northwest corner of the intersection of New Market Road West and Flagler Street in eastern Collier County in lmmokalee, FL. The lmmokalee Water and Sewer District (IWSD) is requesting a Conditional Use (CU) approval from Collier County in order to construct an administrative office and payment center with drive-thru, an essential service use, at said location. [PL20230012220] A Neighborhood Information Meeting will be held to provide you an opportunity to become fully aware of the petition and to give you an opportunity to ask questions and provide comments. The Neighborhood Information Meeting will be held on: Monday, October 16 at 5:30 p.m. at lmmokalee Community Park Conference Room 321 N. i st Street, lmmokalee, FL 34142 If you have questions prior to the meeting or if you want to participate remotely, please contact Amanda Martin at (239) 461-2487 or amartin@johnsoneng.com. Sincerely, JOHNSON ENGINEERING, INC. Amanda Martin, AICP amartin@johnsoneng.com (239)461-2487 3.B.e Packet Pg. 211 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District Final Publication Date 9/27/2023 Ad Number GCl1109353 Publication Naples Daily News Market Naples Delivery Method Both Number of Affidavits Needed 1 Customer Email amartin@johnsoneng.com Customer Name lmmokalee Water Sewer District Customer Phone Number (239)658-3630 Customer Address 1020 Sanitation Rd lmmokalee, FL 34142 Account Number (If Known) 530443 Name lmmokalee Water Sewer District Street 1020 Sanitation Rd City lmmokalee State FL ZIP Code 34142 Your Name Alice Coleman Email Address AColeman1 @localiq.com 3.B.e Packet Pg. 212 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District PART OFTHE USA TODAY NETWORK Published Daily Naples, FL 34110 IMMOKALEE WATER SEWER DIST 1020 SANITATION RD IMMOKALEE, FL 34142 ATTN Affidavit of Publication STATE OF WISCONSIN COUNTY OF BROWN Before the undersigned authority personally appeared, who on oath says that he or she is the Legal Coordinator of the Naples Daily News, published in Collier County, Florida; that the attached copy of advertisement, being a PUBLIC NOTICE, was published on the publicly accessible website of Collier and Lee Counties, Florida, or in a newspaper by print in the issues of, on: lssue(s) dated: 9/27/2023 Affiant further says that the website or newspaper complies with all legal requirements for publication in chapter 50, Florida Statutes. __ .....,---c:,, __ _ Subscribed and sworn to before me, by the legal clerk, who is personally Known to me, on September 27th, 2023 Publication Cost: $959.52 Ad No: GCl1109353-01 Customer No: 530443 PO#: PUBLIC NOTICE # of Affidavits: 1 This is not an invoice NANCY HEYRMAN Notary Public State of Wisconsin.,._...,,. -�· �-�--... � • 3.B.e Packet Pg. 213 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 214 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.ePacket Pg. 215Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.e Packet Pg. 216 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 217 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 218 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 219 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 220 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 221 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 222 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 223 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 224 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 225 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 226 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 227 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 228 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 229 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 230 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 231 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 232 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 233 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 234 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 235 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 236 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 237 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 238 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 239 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 240 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 241 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 242 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 243 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 244 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 245 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 246 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 247 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 248 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 249 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 250 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 251 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 252 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 253Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 254Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 255Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 256Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 257Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 258Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 259Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 260Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 261Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 262Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 263Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 264Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 265Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 266Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 267Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 268Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 269Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 270Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 271Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 272Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 273Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 274Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 275Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 276Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 277Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 278Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 279Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 280Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 281Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 282Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 283Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 284Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 285Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 286Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 287Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.e Packet Pg. 288 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 289 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 290 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 291 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.ePacket Pg. 292Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 293Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 294Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.e Packet Pg. 295 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.ePacket Pg. 296Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 297Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 298Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.e Packet Pg. 299 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 300 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 301 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 302 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 303 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 304 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 305 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 306 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 307 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.ePacket Pg. 308Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 309Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 310Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 311Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.e Packet Pg. 312 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 313 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 314 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 315 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 316 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 317 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.ePacket Pg. 318Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.e Packet Pg. 319 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.ePacket Pg. 320Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 321Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.e Packet Pg. 322 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 323 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 324 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 325 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 326 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 327 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 328 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 329 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 330 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.ePacket Pg. 331Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 332Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 333Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 334Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 335Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.e Packet Pg. 336 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.ePacket Pg. 337Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 338Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 339Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.e Packet Pg. 340 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.ePacket Pg. 341Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.e Packet Pg. 342 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 343 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.ePacket Pg. 344Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 345Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.ePacket Pg. 346Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee 3.B.e Packet Pg. 347 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 348 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 349 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 350 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 351 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 352 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 353 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 354 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 355 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 356 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 357 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 358 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 359 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 360 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 361 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 362 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 363 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 364 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 365 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 366 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 367 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 3.B.e Packet Pg. 368 Attachment: Attachment D - Applicant's Backup Package, 012224 (27768 : PL20230012220 CU Immokalee Water and Sewer District 02/08/2024 COLLIER COUNTY Collier County Hearing Examiner Item Number: 3.C Doc ID: 27744 Item Summary: Petition No. PDI-PL20230011586 –Northeast corner of the intersection of US-41 and Airport- Pulling Road - Request for an insubstantial change to Ordinance No. 04-56, as amended, the Collier County Government Center Community Facilities Planned Unit Development (CFPUD), by amending the Community Facilities Development Standards, Section 3.4.D., Distance Between Principal Structures on the Same Parcel, to allow separation between structures primarily housing, electric, gas, emergency generators, or HVAC equipment to be zero (0) feet. The subject PUD is located at the northeast corner of the intersection of US -41 and Airport-Pulling Road South in Section 12, Township 50 South, Range 25 East, Collier County, Florida. (Coordinator: Sean Sammon, Planner III) (Commissioner District 4) Meeting Date: 02/08/2024 Prepared by: Title: Principal Planner – Zoning Name: Sean Sammon 01/16/2024 2:06 PM Submitted by: Title: Zoning Director – Zoning Name: Mike Bosi 01/16/2024 2:06 PM Approved By: Review: Growth Management Community Development Department Diane Lynch GMD Approver Skipped 01/16/2024 7:21 PM Operations & Regulatory Management Michael Stark Review Item Completed 01/23/2024 9:34 AM Zoning Sean Sammon Review Item Skipped 01/16/2024 1:50 PM Zoning Ray Bellows Review Item Completed 01/23/2024 9:53 AM Hearing Examiner (GMD Approvers) Diane Lynch Review Item Completed 01/23/2024 10:45 AM Zoning Mike Bosi Division Director Completed 01/23/2024 10:55 AM Hearing Examiner Andrew Dickman Meeting Pending 02/08/2024 9:00 AM 3.C Packet Pg. 369 STAFF REPORT TO: HEARING EXAMINER FROM: ZONING DIVISION – ZONING SERVICES SECTION GROWTH MANAGEMENT COMMUNITY DEVELOPMENT DEPARTMENT HEARING DATE: FEBRUARY 8, 2024 SUBJECT: PDI-PL20230011586, COLLIER COUNTY GOVERNMENT CENTER PUD APPLICANT: AGENT: Collier County c/o Real Property Management Chris Brockmeier, PE 3335 Tamiami Trail E., Ste #101 Stantec Consulting Services, Inc. Naples, FL 34112 3510 Kraft Road Naples, FL 34105 REQUESTED ACTION: The petitioner requests for an insubstantial change to Ordinance No. 04-56, as amended, the Collier County Government Center Community Facilities Planned Unit Development (CFPUD), by amending the Community Facilities Development Standards, Section 3.4.D., Distance Between Principal Structures on the Same Parcel, to allow the separation distance from structures primarily housing electric, gas, emergency generators, or HVAC equipment to be zero (0) feet. GEOGRAPHIC LOCATION: The subject property is the Collier County Community Facilities Planned Unit Development (CFPUD) is located at the northeast corner of the intersection of US-41 and Airport-Pulling Road South in Section 12, Township 50 South, Range 25 East, Collier County, Florida. (See the location map on page 2). 3.C.a Packet Pg. 370 Attachment: Staff Report - PL20230011586 - Collier County Government Center PUD (PDI) (27744 : PL20230011586 Collier County Government Page 2 of 9 Collier County Government Center PUD, PDI-PL20230011586 January 16, 20243.C.aPacket Pg. 371Attachment: Staff Report - PL20230011586 - Collier County Government Center PUD (PDI) (27744 : Collier County Government Center PUD, PDI-PL20230011586 January 16, 2024 PURPOSE/DESCRIPTION OF PROJECT: The insubstantial change request to the Collier County Government Center CFPUD will modify Section 3.4.D., Distance Between Principal Structures on the Same Parcel, to allow separation between structures primarily housing, electric, gas, emergency generators, or HVAC equipment to be zero (0) feet from any other principal structure. The Collier County Government Center CFPUD is an existing approximate ±55-acre Community Facilities Planned Unit Development approved by Ordinance 2004-56.The location of the CFPUD is at the northeast corner of the intersection of Tamiami Trail/US 41 and Airport-Pulling Road South. The Collier County Government Center CFPUD subject property has been owned by Collier County since 1962 and was a multi-use, multi- phase project. The CFPUD was originally approved for major uses related to public safety, such as the courthouse and jail, administration offices, and other services. The subject property was previously approved as a Development of Regional Impact, Resolution number 00-443, and Development Order number 12-9900-151. Other than the DRI, there were four other zoning approvals associated with the subject property: •Conditional Use for the Juvenile Detention Center (Resolution No. 98-477) •Variance for a 40-foot height variance for the jail expansion (Resolution No. 2002-488) •Variance for a 34-foot height variance for a 5-story parking garage (Resolution No. 2002-486) •Conditional Use for the Jail Expansion (Resolution No. 02-487) This insubstantial change to a PUD request is to allow a verbiage change for a reduced separation distance between structures primarily housing, electric, gas, emergency generators, or HVAC equipment to be zero (0) feet to all other existing and proposed principal structures. Any separation where it applies will still be required to comply with the National Fire Protection Association (NFPA) requirements and standards for fire safety. The PUD curently treats all structures that house HVAC equipment, for instance, as a principal structure. Typically, these structures are treated as accessories and are permitted a reduced separation distance that isn’t currently allowed in this PUD. The county currently has an aging HVAC system that serves the main campus, which can benefit from an upgrade. The upgrades that are proposed will be located where the currently existing “ice farm” equipment is (see Attachment C); however, the space is constrained, and a reduced separation is required to construct the project. Also, the county will need to replace or upgrade emergency generators in the future, which will be more beneficial if this equipment is located near or adjacent to existing structures that they serve. Currently, this separation would be subject to the current regulations at a distance between 15 feet to 110 feet, depending on the height of the adjacent building. This may be untenable and would require future amendments to the PUD. Compliance of any future structures with current life and safety codes will be subject to Collier County permitting, resulting in appropriate separation determined with the full consideration of building materials, construction methods, and fire ratings based on design. The insubstantial change request will not negatively impact the health, safety, and welfare, thereby improving the efficiency of buildings and structures while improving the overall health, safety, and welfare of the public and users that frequent the buildings and structures in the subject property. The proposed reduction in the separation distance between structures primarily housing, electric, gas, emergency generators, or HVAC equipment to be zero (0) feet from any other principal structure will help improve the energy efficiency of the structures on the subject property. Any proposed structures in the CFPUD will still be subject to the other development standards of the PUD and the Land Development Code (LDC). The proposed insubstantial change to a PUD request will specifically be implemented in the Collier County Government Center CFPUD Ord. 2004-56 in Section 3.4.D, Distance Between Principal Structures on the Same Parcel, reducing the separation distance to zero (0) feet between principal structures and the structures with utilities that serve them. Page 3 of 9 3.C.a Packet Pg. 372 Attachment: Staff Report - PL20230011586 - Collier County Government Center PUD (PDI) (27744 : PL20230011586 Collier County Government Page 4 of 9 Collier County Government Center PUD, PDI-PL20230011586 January 16, 2024 Collier County Government Center CFPUD – Current Master Concept Plan Subject PUD 3.C.a Packet Pg. 373 Attachment: Staff Report - PL20230011586 - Collier County Government Center PUD (PDI) (27744 : PL20230011586 Collier County Government Page 5 of 9 Collier County Government Center PUD, PDI-PL20230011586 January 16, 2024 SURROUNDING LAND USE AND ZONING (related to the subject site location) This section of the staff report identifies the land uses, zoning classifications, and maximum approved densities for properties surrounding the boundaries of the Collier County Government Center Community Facilities Planned Unit Development (CFPUD): North: Developed Commercial and then Residential uses; St. Matthew’s House Commercial Planned Unit Development (CPUD), David A. Gallman Estate Planned Unit Development (PUD), and Residential Multi-Family 6 (RMF-6). East: Developed Residential and Right-of-Way (R.O.W.); Residential Multi-Family 16 (RMF- 16) and Palm Drive. South: Developed Commercial and Right-of-Way (R.O.W.); Commercial Intermediate Zoning District (C-3), Heavy Commercial Zoning District (C-3), and Tamiami Trail East (US-41). West: Developed Commercial and Right-of-Way (R.O.W.); General Commercial Zoning District (C-4), Commercial Intermediate Zoning District (C-3) and Airport-Pulling Road (CR-31). Base Zoning Map – Collier County GIS/Addressing, ESRI Subject property: Collier County Government Center CFPUD 3.C.a Packet Pg. 374 Attachment: Staff Report - PL20230011586 - Collier County Government Center PUD (PDI) (27744 : PL20230011586 Collier County Government Page 6 of 9 Collier County Government Center PUD, PDI-PL20230011586 January 16, 2024 STAFF ANALYSIS Comprehensive Planning: Not applicable. Transportation Element: Not applicable. Zoning Review: The original request for the insubstantial change included language that stated “Structures housing electric, gas, emergency generators, or HVAC equipment may have a setback of zero (0) feet.” At the time of the Neighborhood Information Meeting (NIM), some members of the public attendees were confused by the term “setback” as by definition it implies the minimum distance between the right-of-way or property line, etc., to the beginning point of the buildable area. Staff recommended changing the request to specifically narrow down the insubstantial change request in order to avoid any future confusion. The Applicant clarified the language change to be “Separation distance between structures primarily housing, electric, gas, emergency generators, or HVAC equipment may be zero (0) feet from any other principal structures.” Based on the specificity of the request, and that the insubstantial change poses no negative impacts to the health, safety, and welfare of the public, staff supports this request and recommends approval for the insubstantial change request for the subject property. Landscape Review: Not applicable. Conservation and Coastal Management Element (CCME): Environmental review staff has found this project to be consistent with the Conservation & Coastal Management Element (CCME). No revisions to the environmental portions of the PUD are being requested. Environmental Review: Environmental Planning staff has reviewed this petition. The request is to amend (Ordinance 04-56) to modify the PUD to allow for a reduced setback for structures housing equipment. This project does not require Environmental Advisory Council (EAC) review, as this project did not meet the EAC scope of land development project reviews as identified in Section 2- 1193 of the Collier County Codes of Laws and Ordinances. Environmental Services staff recommends approval of the proposed petition. PLANNED UNIT DEVELOPMENT INSUBSTANTIAL CHANGE CRITERIA: There are three types of changes to a PUD Ordinance: Substantial, Insubstantial, and Minor. 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. LDC Section 10.02.13 E.1 Criteria: a.Is there a proposed change in the boundary of the Planned Unit Development (PUD)? No, the request does not include a 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? 3.C.a Packet Pg. 375 Attachment: Staff Report - PL20230011586 - Collier County Government Center PUD (PDI) (27744 : PL20230011586 Collier County Government Page 7 of 9 Collier County Government Center PUD, PDI-PL20230011586 January 16, 2024 No, the request does not increase the number of dwelling units or intensity of land use or height of buildings within the development. The CFPUD will still be limited to a maximum of 996,799 square feet of building area for permitted and accessory government center uses. c.Is there a proposed decrease in preservation, conservation, recreation, or open space areas within the development in excess of five (5) percent of the total acreage previously designated as such, or five (5) acres in area? No, the request does not change preservation, conservation, recreation, or open space areas, of which a minimum 30% open space of the gross site area shall remain provided as identified in Section IV, Development Commitment, 4.12.B. 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, the request does not increase areas or relocate areas for nonresidential uses. The changes to the Community Facilities Development Standards do not increase or relocate areas designated as Community Facilities on the Master Concept Plan and do not increase the amount of non-residential intensity permitted in the CFPUD. 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? No, the proposed change allows for a reduced separation distance of 0 feet between existing and proposed principal structures and structures housing electric, gas, emergency generators, or HVAC equipment and does not increase impacts of development, such as traffic generation, circulation, or impacts on other public facilities. 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? No, the request does not change land use activities and does not generate a high level of vehicular trips. The CFPUD will remain subject to the Development Commitments for Transportation as identified in Section IV, Development Commitments 4.5. Transportation, A through I. g.Will the change result in a requirement for increased stormwater retention or otherwise increase stormwater discharge? No, the request does not result in a requirement for increased stormwater retention or increased stormwater discharges. h.Will the proposed change bring about a relationship to an abutting land use that would be incompatible with an adjacent land use? 3.C.a Packet Pg. 376 Attachment: Staff Report - PL20230011586 - Collier County Government Center PUD (PDI) (27744 : PL20230011586 Collier County Government Page 8 of 9 Collier County Government Center PUD, PDI-PL20230011586 January 16, 2024 No, the request to allow for a reduced separation distance to zero feet between existing and proposed principal structures and structures housing electric, gas, emergency generators, or HVAC equipment does not create incompatibility with or negatively impact adjacent land uses. Developments will still need to meet minimum setback and buffering requirements and will still be subject to the County’s architectural and site design standards. i.Are there any modifications to the PUD Master Plan or PUD document or amendment to a PUD ordinance that 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, the request is not applicable to the Collier County Growth Management Plan. The Future Land Use Element and GMP do not mandate separation distance between principal structures to structures that house electric, gas, emergency generators, or HVAC equipment. j.The proposed change is to a PUD District designated as a Development of Regional Impact (DRI) and approved pursuant to Chapter 380.06, Florida Statues, where such change requires a determination and public hearing by Collier County pursuant to Sec. 380.06 (19), F.S. Any change that meets the criterion of Sec. 380.06 (19)(e)2., F.S., 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 Section 10.02.13 of the LDC. No. Although the CFPUD is located and has been previously approved as a Development of Regional Impact (DRI), and the CFPUD zoning district is consistent with the approved DRI, however, the proposed change of allowing for a reduced separation distance to 0 feet between existing and proposed principal structures and structures housing electric, gas, emergency generators, or HVAC equipment and is not substantial in impacting the originally approved height, density, or intensity of the development. Therefore, the request does not create a substantial deviation and may be reviewed and approved by Collier County. k.Are there any modifications to 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 Section(s) 10.02.13 E.? No, the request is not deemed a substantial modification to the CFPUD and may be processed as an Insubstantial Change (PDI) pursuant to the LDC and Administrative Code. The request complies with the thresholds for insubstantial changes to PUDs as outlined in LDC Sec. 10.02.13.E.2 as follows: a.Does this petition change the analysis of findings and criteria used for the original application? No change to the permitted land uses, intensities, or design standards are being requested as part of the petition. 3.C.a Packet Pg. 377 Attachment: Staff Report - PL20230011586 - Collier County Government Center PUD (PDI) (27744 : PL20230011586 Collier County Government Page 9 of 9 Collier County Government Center PUD, PDI-PL20230011586 January 16, 2024 NEIGHBORHOOD INFORMATION MEETING (NIM): The NIM was advertised and held on Thursday, October 26, 2023, at 5:30 pm, at the Collier County Board of County Commissioners Chambers, located at 3299 Tamiami Trail East, Suite 303, Naples, FL 34112. There were six (6) members of the public present and one (1) who participated remotely on Zoom. There is a copy of the transcript drafted by the applicant that includes the applicant’s presentation and the questions from the attending public. There were no other commitments made outside the request for the insubstantial change. A copy of the NIM advertising and the prepared presentation are included in the Backup Package, Attachment A. PETITION APPEAL TO HEARING EXAMINER As to any petition upon which the Hearing Examiner takes action, an aggrieved petitioner may appeal such final action. Such appeal shall be filed per Section 2-89 of the Collier County Code of Ordinances within 30 days of the Decision by the Hearing Examiner. In the event that the petition has been approved by the Hearing Examiner, the applicant shall be advised that he/she proceed with construction at his/her own risk during this 30-day period. Any construction work completed ahead of the approval authorization shall be at their own risk. STAFF RECOMMENDATION: Staff recommends that the Hearing Examiner APPROVE Petition PDI-PL20230011586, Collier County Government Center PDI subject to including the following attachments in the HEX Decision: 1.Attachment B – PUD Revised Text Attachments: Attachment A – Backup Package Attachment B – PUD Revised Text Attachment C – New Chiller Plant Building K-1, Zoning and Data Plan Attachment D – Signs & Notification 3.C.a Packet Pg. 378 Attachment: Staff Report - PL20230011586 - Collier County Government Center PUD (PDI) (27744 : PL20230011586 Collier County Government 3.C.b Packet Pg. 379 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 380 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 381 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 382 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 383 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) rCounty ......-- 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliergov.net (239)252-2400 FAX: (239) 252-6358 Pre-Application Meeting and Final Submittal Requirement Checklist for: PUD Insubstantial Change Chapter 3 G.3 of the Administrative Code 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 #OF REQUIRED NOT COPIES REQUIRED Completed Application (download current form from County website) 1 i:gJ Pre-Application Meeting notes 1 □IZII Project Narrative, including a detailed description of proposed changes 1 [Z) □and why amendment is necessary Detail of request 1 i:gJ Current Master Plan & 1 Reduced Copy 1 i:gJ Revised Master Plan & 1 Reduced Copy 1 i:gJ 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 1 ✓ Boundary survey, if boundary of original PUD is amended □ -.:L If PUD is platted, include plat book pages □ 0 List identifying Owner & all parties of corporation 1 ✓ Affidavit of Authorization, signed & notarized 1 � ComQleted Addressing Checklist 1 i:gJ ProQerty OwnershiQ Disclosure Form 1 i:gJ Copy of 8 ½ in. x 11 in. graphic location map of site 1 ✓□ 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 lmmokalee 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. Revised 3/27/2018 Page 3 of4 3.C.b Packet Pg. 384 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 385 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 386 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 387 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 388 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 389 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 390 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 391 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 392 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 393 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 394 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 395 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 396 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 397 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 398 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 399 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 400 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 401 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 402 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 403 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 404 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 405 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 406 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 407 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 408 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 409 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 410 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 10 2. Accessory Structures Setback for accessory structures shall be in accordance with Section 2.6.2 of the Land Development Code, or successor provisions. D. Distance Between Principal Structures on the Same Parcel: A minimum of 15 feet or one-half the sum of the building heights measured by the closest exterior building walls, whichever is greater. Structures housing primarily electric, gas, emergency generators, or HVAC equipment to be zero (0) feet to all other existing and proposed principal structures. E. Maximum Building Height: Thirty-five (35) feet for all structures located within the thirty-five foot maximum zone as depicted by Exhibit B of this Document. Fifty (50) feet for all structures located within the fifty foot maximum zone as depicted by Exhibit B of this Document. Seventy-five (75) feet for all structures located within the seventy-five foot maximum zone as depicted by Exhibit B of this Document. One hundred and ten (110) feet for all structures located within the one hundred and ten foot maximum zone as depicted by Exhibit B of this Document. 3.C.b Packet Pg. 411 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 412 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 413 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 414 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 415 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 416 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 417 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.b Packet Pg. 418 Attachment: ATTACHMENT A - 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Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) Rev 1/4/24 COLLIER COUNTY GOVERNMENT CENTER PUD – PDI REVISED TEXT (PROPOSED) (Added text is underlined, removed text is struck through) 3.4 DEVELOPMENT STANDARDS D. Distance Between Principal Structures on the Same Parcel: A minimum of 15 feet or one half the sum of the building heights measured by the closest exterior building walls, whichever is greater. Separation distance between structures housing primarily electric, gas, emergency generators, or HVAC equipment may be zero (0) feet to all other existing and proposed principal structures. 3.C.b Packet Pg. 452 Attachment: ATTACHMENT A - Backup Package (27744 : PL20230011586 Collier County Government Center PUD (PDI)) Rev 1/4/24 COLLIER COUNTY GOVERNMENT CENTER PUD – PDI REVISED TEXT (PROPOSED) (Added text is underlined, removed text is struck through) 3.4 DEVELOPMENT STANDARDS D. Distance Between Principal Structures on the Same Parcel: A minimum of 15 feet or one half the sum of the building heights measured by the closest exterior building walls, whichever is greater. Separation distance between structures housing primarily electric, gas, emergency generators, or HVAC equipment may be zero (0) feet to all other existing and proposed principal structures. 3.C.c Packet Pg. 453 Attachment: ATTACHMENT B - PUD Revised Text (27744 : PL20230011586 Collier County Government Center PUD (PDI)) MPE JOB #:ENG. BUS. No. EB-0005096CERT. OF AUTH. No. 5096PHONE (239) 332-11877680 Cambridge Manor Pl., Suite101 Fort Myers, FL 33907FAX (239) 332-5195DateDrawn ByChecked ByProject NumberDesigned ByScaleProject StatusProfessional Seal2022-021a r c h i t e c t sARCHITECTCIVIL ENGINEERSTRUCTURAL ENGINEEROWNER3/17/2023 8:00:00 AM 3335 Tamiami Trail E, Naples, FL34112No.DescriptionDateC.B.B.D.L.P.07/12/2023J.S.M.100% CD'sCOLLIER COUNTYNEW CHILLER PLANTBUILDING K-12022-021As indicatedPERMIT COMMENTRESPONSES9/12/232PRE-BID RFI's / MISC.PLAN REVISIONS9/12/231C101ZONING ANDDATA PLAN3.C.dPacket Pg. 454Attachment: ATTACHMENT C – New Chiller Plant Building K-1, Zoning and Data Plan (27744 : PL20230011586 Collier County Government Center PUD (PDI)) TamiamiTRLE Bayshore DRTeryl RD Palm DRTa mia mi T R L EAirport RD SEspinalBLVDCambria LNGordon ST!I Projec tLocation3.C.e Packet Pg. 455 Attach ND-38431231 NOTICE OF PUBLIC HEARING Notice is hereby given that a public hearing will be held by the Collier County Hearing Examiner (HEX) at 9:00 A.M., February 8, 2024, in the Hearing Examiner’s meeting room, at 2800 North Horseshoe Drive, Room 609/610, Naples FL 34104, to consider: PETITION NO. PDI-PL20230011586 – REQUEST FOR AN INSUBSTANTIAL CHANGE TO ORDINANCE NO. 04-56, AS AMENDED, THE COLLIER COUNTY GOVERNMENT CENTER COMMUNITY FACILITIES PLANNED UNIT DEVELOPMENT (CFPUD), BY AMENDING THE COMMUNITY FACILITIES DEVELOPMENT STANDARDS, SECTION 3.4.D., DISTANCE BETWEEN PRINCIPAL STRUCTURES ON THE SAME PARCEL, TO ALLOW SEPARATION BETWEEN STRUCTURES HOUSING PRIMARILY ELECTRIC, GAS, EMERGENCY GENERATORS, OR HVAC EQUIPMENT TO BE ZERO (0) FEET. THE SUBJECT PUD IS LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF US-41 AND AIRPORT-PULLING ROAD SOUTH IN SECTION 12, TOWNSHIP 50 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA. All interested parties are invited to appear and be heard. All materials used in presentation before the Hearing Examiner will become a permanent part of the record. Copies of staff report are available one (1) week prior to the hearing. The file can be reviewed at the Collier County Growth Management Community Development Department, Zoning Division, 2800 North Horseshoe Drive, Naples, FL 34104. As to any petition upon which the Hearing Examiner takes action, an aggrieved petitioner may appeal such final action. Such appeal shall be filed per Section 2-88 of the Collier County Code of Laws and Ordinances within 30 days of the decision by the Hearing Examiner. An aggrieved non-party may appeal a decision by the Hearing Examiner to the Circuit Court of Collier County within 30 days of the decision. In the event that the petition has been approved by the Hearing Examiner, the applicant shall be advised that he/she proceeds with construction at his/her own risk during this 30-day period. Any construction work completed ahead of the approval authorization shall be at their own risk. As part of an ongoing initiative to encourage public involvement, the public will have the opportunity to provide public comments remotely, as well as in person, during this proceeding. Individuals who would like to participate remotely should register through the link provided within the specific event/meeting entry on the Calendar of Events on the County website at www.colliercountyfl.gov/our-county/visitors/calendar-of-events after the agenda is posted on the County website. Registration should be done in advance of the public meeting, or any deadline specified within the public meeting notice. Individuals who register will receive an email in advance of the public hearing detailing how they can participate remotely in this meeting. Remote participation is provided as a courtesy and is at the user’s risk. The County is not responsible for technical issues. For additional information about the meeting, please call Geoffrey Willig at 252-8369 or email to Geoffrey.Willig@ colliercountyfl.gov. If you are a person with a disability who needs any accommodation in order to participate in this proceeding, you are entitled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Zoning Division located at 2800 N. Horseshoe Dr, Naples, Florida 34104, (239) 252- 2400, at least two (2) days prior to the meeting. Andrew W. J. Dickman, Esq., AICP Chief Hearing Examiner Collier County, Florida Ta m ia m i T R L E Bayshore DRTeryl RD Palm DRT am i am i T R L EAirport RD EspinalBLVD Cam b r i a L NGordon ST!I Project Location 3.C.e Packet Pg. 456 Attachment: ATTACHMENT D - Signs & Notification (27744 : PL20230011586 Collier County Government Center PUD (PDI)) Public Hearing Sign Photos - PL20230011586 - Collier County Government Center PUD - (PDI) – HEX 1 – Parallel to Airport Pulling Road: 3.C.e Packet Pg. 457 Attachment: ATTACHMENT D - Signs & Notification (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.e Packet Pg. 458 Attachment: ATTACHMENT D - Signs & Notification (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.e Packet Pg. 459 Attachment: ATTACHMENT D - Signs & Notification (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 2 – Sign parallel to US 41 3.C.e Packet Pg. 460 Attachment: ATTACHMENT D - Signs & Notification (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.e Packet Pg. 461 Attachment: ATTACHMENT D - Signs & Notification (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 3.C.e Packet Pg. 462 Attachment: ATTACHMENT D - Signs & Notification (27744 : PL20230011586 Collier County Government Center PUD (PDI)) 02/08/2024 COLLIER COUNTY Collier County Hearing Examiner Item Number: 3.D Doc ID: 27745 Item Summary: Petition No. SV-PL20230013949 - Ave Maria Boulevard between Merritt Lane and Useppa Drive - A sign variance from the entrance location requirements of Land Develop ment Code section 5.06.04.F.3 to allow one directory sign to be placed along the collective frontage of four parcels abutting Ave Maria Boulevard, where there is no entrance to a public street, on property located on the east side of Ave Maria Boulevard be tween Merritt Lane and Useppa Drive, and described as Tracts F -2, F-3, F-4, and F-5, Ave Maria Unit 2, Park of Commerce subdivision, in Section 4, Township 48 South, Range 29 East in Ave Maria, Collier County, Florida. (Coordinator: Eric Ortman Planner III) (Commissioner District 5) Meeting Date: 02/08/2024 Prepared by: Title: Principal Planner – Zoning Name: Eric Ortman 01/16/2024 2:55 PM Submitted by: Title: Zoning Director – Zoning Name: Mike Bosi 01/16/2024 2:55 PM Approved By: Review: Growth Management Community Development Department Diane Lynch GMD Approver Skipped 01/16/2024 7:23 PM Operations & Regulatory Management Michael Stark Review Item Completed 01/23/2024 9:40 AM Zoning Diane Lynch Review Item Skipped 01/19/2024 7:12 PM Zoning Ray Bellows Review Item Completed 01/23/2024 9:56 AM Zoning Mike Bosi Review Item Completed 01/23/2024 10:59 AM Zoning Mike Bosi Division Director Completed 01/23/2024 10:59 AM Hearing Examiner (GMD Approvers) Diane Lynch Review Item Completed 01/23/2024 11:01 AM Hearing Examiner Andrew Dickman Meeting Pending 02/08/2024 9:00 AM 3.D Packet Pg. 463 SV-PL20230013949, Ave Maria Park of Commerce Sign Variance Page 1 of 6 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: ZONING SERVICES DIVISION GROWTH MANAGEMENT DEPARTMENT HEARING DATE: FEBRUARY 8, 2024 SUBJECT: SV-PL20230013949, AVE MARIA PARK OF COMMERCE SIGN VARIANCE ______________________________________________________________________________ PROPERTY OWNER/AGENT: Owner: Owner: Agent: Ave Maria Development, LLLP Armento Family, LLC Chris Scott 5076 Annunciation Cir., #104 921 Interstate Commerce Dr. Peninsula Engineering Ave Maria, FL. 34142 Fort Myers, FL. 33913 2600 Golden Gate Parkway Naples, FL. 34105 REQUESTED ACTION: The applicant is requesting a variance from Section 5.06.04.F.3 of the Land Development Code (LDC), which states, “Multiple-occupancy parcels or multiple parcels developed under a unified development plan, with a minimum of 8 independent units, and containing 20,000 square feet or more of leasable floor area shall be permitted one directory sign at one entrance on each public street,” to allow instead a directory sign to be located along the collective frontage to Ave Maria Boulevard where there is no entrance to a public street. This petition involves four parcels in a unified development plan under a single SDP. Three of the parcels are owned by the Ave Maria Development, LLLP; the Armento Family, LLC owns the fourth parcel. Ave Maria Development, LLLP has submitted the petition; both owning entities have signed affidavits of authorization permitting Peninsula Engineering to represent them, although the Armento Family’s only part is being a property owner of part of the unified development plan. Sign Location 3 Parcels Owned by Ave Maria Dev. LLLP 1 Parcel Owned by Armento Family, LLC 3.D.a Packet Pg. 464 Attachment: Staff Report SV-PL20230013949 Ave Maria (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) SV-PL20230013949, Ave Maria Park of Commerce Sign Variance Page 2 of 6 GEOGRAPHIC LOCATION: The subject ±6.4-acre property is a unified development under a single-site development plan consisting of four individual parcels, as shown below. The property abuts Ave Maria Boulevard, approximately one mile south of the intersection of Ave Maria Boulevard and Annunciation Circle, where the University of Ave Maria is located. Ave Maria is approximately five miles south of Immokalee. PURPOSE/DESCRIPTION OF PROJECT: Per Ave Maria development standards, commercial buildings along Ave Maria Boulevard must be designed so that buildings’ front facades face Ave Maria Boulevard, with access to the buildings provided to the rear, in this case, Useppa Drive. There is no access to the subject property from Ave Maria Boulevard, where most traffic that drives past the subject property is. The Ave Maria development standards and LDC requirement that directory signs be placed at entrances from public streets creates a situation where the directory sign is required to be placed on little traveled Useppa Drive where it is not visible from traffic along Ave Maria Boulevard. The applicant seeks a sign variance to allow one directory sign to be placed along the property's frontage facing Ave Maria Boulevard, where it will be visible to passersby. 3.D.a Packet Pg. 465 Attachment: Staff Report SV-PL20230013949 Ave Maria (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) SV-PL20230013949, Ave Maria Park of Commerce Sign Variance Page 3 of 6 SURROUNDING LAND USES & ZONING FOR AVE MARIA PARK OF COMMERCE: GROWTH MANAGEMENT PLAN (GMP) CONSISTENCY: The subject property has an Agricultural/Rural Designation, Rural Lands Stewardship Area (RLSA) on the Future Land Use Map of the Growth Management Plan (GMP). The RLSA’s goal is to retain agricultural activities, direct incompatible uses away from wetlands and upland habitats, enable the conversion of rural land to other uses in appropriate locations, discourage urban sprawl, and encourage development that employs creative land use planning techniques with established incentives. The Ava Maria SRA was determined to be consistent with the GMP when it was first approved. The Growth Management Plan (GMP) focuses on the actual uses of land and does not address individual variance requests related to land use therefore, staff concludes that the proposed use remains consistent with the FLUE. STAFF ANALYSIS: The four parcels are within Town Center 3 of the Town of Ave Maria SRA and are being developed as a unified development under the original site development plan SDP-2007-AR-1116. SDPA- PL20210002992 amended the SDP to develop the middle two parcels; construction is proceeding on these two parcels; the sign variance pertains to this SDPA. Resolution 21-67 updated parts of the Ave Maria SRA, in particular stating, “Signage within Town Center 2 and 3 shall comply with Town Core standards, Community General standards or LDC Section 5.06.04.F”. This update allows for greater flexibility in the regulation of signage. LDC §5.06.04. F states, "Multiple-occupancy parcels or multiple parcels developed under a unified development plan, with a minimum of 8 independent units, and containing 20,000 square feet or more of leasable floor area shall be permitted 1 directory sign at one entrance on each Subject Property Collier County Zoning Map North, East, South and West: The subject property is surrounded on all four sides by land that has a base zoning of Agricultural (A) and is in two overlay zones – Mobile Home Overlay (MHO) and Rural Lands Stewardship Area Overlay (RLSAO). The property is also part of a Stewardship Receiving Area (SRA). SRAs are intended to encourage and facilitate uses that enable economic prosperity and diversification of the economic base of the RLSA District, encourage development that utilizes creative land use planning techniques, and facilitate a Compact form of development to accommodate population growth by establishing SRAs. 3.D.a Packet Pg. 466 Attachment: Staff Report SV-PL20230013949 Ave Maria (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) SV-PL20230013949, Ave Maria Park of Commerce Sign Variance Page 4 of 6 public street.” Development of PL20210002992 exceeds these requirements; therefore, one directory sign at one entrance on each public street is permitted. LDC §5.06.08 provides the criteria that are required to be met to be eligible for a sign variance. The applicant’s successful meeting of these criteria is discussed below. Aside from the request to locate the sign along Ave Maria Boulevard, the sign will meet all other LDC requirements. Since the Ave Maria SRA specifically allows the use of LDC 5.06.04, the application may only be judged on the requirements of the LDC and not its potential long-term impact on Ave Maria. The graphic on the left below shows most of the Ave Maria commercial development, with the Town Core represented by the blue star and the Town Center 3 represented by the yellow star. The yellow rectangle in the graphic below to the right represents the subject property, showing how much of Town Center 3 remains undeveloped. As of December 2023, roughly 65 percent (65%) of the permitted goods and services remain undeveloped (See Attachment 1). The decision to grant a sign variance is based on the criteria of LDC Section 5.06.08.B. Staff has analyzed this petition relative to the evaluative criteria and offers the following responses: a. That special conditions and circumstances exist that are peculiar to the land, structure, or building involved and are not applicable to other lands, structures, or buildings in the same district. Useppa 3.D.a Packet Pg. 467 Attachment: Staff Report SV-PL20230013949 Ave Maria (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) SV-PL20230013949, Ave Maria Park of Commerce Sign Variance Page 5 of 6 The subject property, which contains the proposed shopping center, is oriented (per Ave Maria SRA standards) so that the entrance to the center is from the rear while traffic drives by the front of the center, creating a significant visibility hindrance for drivers passing by to see the directory sign which is at the rear of the center. This is quite different from the Town Core (graphic to the right), where buildings front the main road in the center, creating a significant disadvantage for businesses in the Ave Maria Commerce Park. b. That literal interpretation of the sign code's provisions would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district. It would cause unnecessary and undue hardship on the applicant. A literal interpretation of the LDC would require the directory sign to be placed at one of the entrances off Useppa Drive, where it would be very difficult to see for traffic on Ave Maria Boulevard and would do little to signify the presence of the businesses within the Commerce Park. This would likely create a competitive disadvantage compared to stores in the Town Center. c. That the special conditions and circumstances which are peculiar to the land, structure, or building do not result from the actions of the applicant. The SRA development standards were developed in 2005. These standards, which orient buildings to have access in the rear, result, in this case, in a sign that is hard to see for most passing traffic and may result in a competitive disadvantage. d. That granting the variance requested will not confer on the applicant any special privilege that is denied by this sign code to other lands, structures, or buildings in the same zoning district. Any person or entity is entitled to request a Sign Variance from the Board of Zoning Appeals provided that the petition meets the criteria in LDC 5.06.08 and does not create a public safety and welfare issue. While the Sign Variance, if approved, does convey a special privilege to the applicant, as does any variance, any other property owner may apply for the same variance. In this respect, granting the variance offers relief from the LDC that is available to any other landowner and is not a special exclusive privilege. e. The variance granted is the minimum relief that will make the reasonable use of the land, building, or structure possible. The location of the sign is the only request; the sign will meet all other LDC requirements. The request, therefore, is the minimum relief possible. 3.D.a Packet Pg. 468 Attachment: Staff Report SV-PL20230013949 Ave Maria (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) SV-PL20230013949, Ave Maria Park of Commerce Sign Variance Page 6 of 6 f. That the granting of the variance will be consistent with the general intent and purpose of the Collier County Sign Code and the Growth Management Plan and will not be injurious to adjacent properties or otherwise detrimental to the public welfare. Section 5.06.01.A. of the LDC states that the purpose and intent of the LDC relative to signage is to ensure that all signs help promote the health, safety, and welfare of the citizens of Collier County by 1. Lessening hazards to pedestrians and vehicular traffic, 2. Preserving property values, 3. Preventing unsightly and detrimental signs that detract from the aesthetic appeal of the county and lead to economic decline and blight, 4. Preventing signs from reaching such excessive size and numbers that they obscure one another to the detriment of the county, 5. Assuring good and attractive design that will strengthen the county's appearance and economic base and 6. Preserving the right of free speech and expression in displaying signs. It is Staff’s opinion that the proposed sign meets the six criteria above and that the location of the sign, which is the sole deviation from the LDC, will not hinder or diminish any of the above criteria. Staff notes that the sign will be erected a minimum of 10 feet from the edge of the public right-of-way on the applicant’s property. ENVIRONMENTAL ADVISORY COUNCIL (EAC) RECOMMENDATION: The EAC does not normally hear variance petitions. The EAC did not hear this petition since the subject variance doesn’t impact any preserve area. RECOMMENDATION: Staff recommends that the Hearing Examiner approve Petition SV-PL20230013949 to allow a single directory sign to be located along Ave Maria Boulevard at least 10 feet from the edge of the right-of-way. Attachments: 1. Ave Maria Monitoring Report 12-18-23 2. Applicant’s Backup Materials 3. Advertising and Sign Posting 3.D.a Packet Pg. 469 Attachment: Staff Report SV-PL20230013949 Ave Maria (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) Attachment 1 Ave Maria Monitoring Report 12-18-23 3.D.b Packet Pg. 470 Attachment: Attachment 1 - Monitoring Report 12-18-23 (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) Project Name Petition #Ordinance No.Approval DatePetition #Ordinance No.Approval DateOrdinance No.Ave MariaRes 04-89 3/23/2004 PL18-3069 Res 19-102 6/11/2019 DO 05-01Res 05-234A 6/14/2005 PL19-2416 Res 21-067 3/23/2021 DO 08-01PL11-0657 Res 11-131 7/26/2011 PL20-2317 Res 22-09 1/11/2022 DO 11-03PL12-0705 Res 12-232 11/13/2012 PL21-2041 Res 23-119 6/13/2023 DO 12-02PL10-0313 Res 14-222 10/14/2014 ApprovedResidential Dwelling UnitsSquare FootageSingle-Fam Multi-Fam Total ALFGoods & ServicesInd/Warehouse8850 2150 11000 275 1,078,943 711000ArthrexUsedSingle-Fam Multi-Fam ALF Retail/Service Ind/WareSDP NameAR #Coordination Residential Single Family PPL-2006-AR-8940 1777Coquina Phase 2-3 PL15-2721 162Avalon Park 3 PL16-1983 53Avalon Park 4 PL21-0173 110Avalon Park 4A PL22-4667 141Coquina Phase 3 PL17-0773 -2Coquina @ Maple Ridge Reserve Phase 1 PL17-2303 129Maple Ridge Model Homes Center PL17-2650 12Maple Ridge Phase 5A PL17-2500 130Maple Ridge Phase 5B PL18-0568 121Maple Ridge Phase 5B PL19-2843 -25Maple Ridge Phase 6B PL18-1175 204Maple Ridge Phase 6B PL19-0868 -27Maple Ridge Phase 6C PL20-1634 56Maple Ridge Phase 7 PL20-2567 *Maple Ridge 7A PL20-2567 113Maple Ridge 7B PL21-1851 314Maple Ridge 7B Ternberry PL22-3332 0Maple Ridge Phase 8 PL22-0232 195Ellington Park PL18-2756 20National Golf & CC PL18-3167 96National Golf & CC Phase 2 PL20-1505 47National Golf & CC Phase 3 PL20-2565 753.D.bPacket Pg. 471Attachment: Attachment 1 - Monitoring Report 12-18-23 (27745 : PL20230013949 Ave Maria Commerce National Golf & CC Phase 4 PL22-0047 171Silverwood at Ave Maria Phase 2 PL19-2347 183Silverwood at Ave Maria Phase 3 & 4 PL21-1742 290Del Webb Naples at Ave Maria Parcel 111 PL20-1217 48Del Webb 205-208 PPL-PL20-1578 95Del Webb Parcels 301-303 & 311 PPL-PL21-2134 86Del Webb Parcels 304-306 PPL-PL23-17431 93Del Webb Parcels 307-310 PPL-PL21-3291 139Emerson Park & Avalon Park ICP-PL21-2079 -47Del Webb Naples Parcel 114 PPL-PL22-1486 54HotelTotal Single Family4813Coordination Residential Single Family Age 481Del Webb 107-108 PL16-0906 57Del Webb 213 PL16-1636 26Del Webb 204 ICP-PL16-1321 -6Del Webb 209-212 PL17-0434 181Del Webb 209-212 Replat PL19-2497 -8Del Webb 109 Holiman Way PL18-0500 49Del Webb Naples Parcels 500-505 PSP-PL23-7513Del Webb Naples Parcels 500-505 PPL-PL23-14890 180Total Single Family Age Targeted960Multi-FamilyCoordination Residential Multi-Family610Del Webb 102, Phase 2 PL18-2847 68Del Webb Parcels 301-303 & 311 PPL-PL21-2134 40National Golf & CC Phase 1 SDP-PL19-2300 122National Golf & CC Phase 2 MF SDP-PL20-1800 100National Golf & CC Phase 3 SDP-PL21-0762 498National Golf & CC MF Tracts 3D, 3E & 3F SDP-PL21-2239 176Total Residential Multi-Family1614UniversityAMU Parking Lots SDPA-PL22-38133.D.bPacket Pg. 472Attachment: Attachment 1 - Monitoring Report 12-18-23 (27745 : PL20230013949 Ave Maria Commerce Ave Maria Univ. Locker Room Facility SDPA-PL20-1241ChurchProfessional Office including Medical59,614Retail175,608Manufacturing420,353 Ave Maria Self Storage SDP-PL18-2901Lennar Golf Course Community PPL-PL18-3167Del Webb Way Extension PPL-PL18-3111Immokalee Fire Station #32 SDP-PL19-1751National Golf & CC Golf Maintenance SDP-PL19-2298National Golf & CC Amenity Ctr Phase 1 SDP-PL19-2299Ave Maria Park of Commerce Flex Bldgs SDP-PL20-043719,602 ?The Residence at Ave Maria (ALF)SDP-PL19-2874Ave Maria Judi's Gym SDP-PL20-2171Arthrex Commerce Park North Extension PPL-PL21-2993Ave Maria Park of Commerce Retail SDP-PL21-299222,482Ave Maria University Chapel SIP-PL22-1556AMU Chancel Chapel SDPA-PL23-15798CCPC K-5 Ave Maria ( 500 students) SBR-PL22-3661AMU Rosary Wall Phase 1 SDPA-PL23-0520Approved Units/SqFootage Subtotal5773 1614 0 277,306 420,353Balance3077536275801,637290,6473,613ArthrexSingle-Fam Multi-Fam ALFGoods/ServicesInd/WareAllowed 8850 2150 11000 275 1,078,943 711,000 ArthrexPre-application only - do not use in calculationsAnthem Parkway Phase 5A PPL-PL22-4186 Road onlyArthrex Commerce Park Phase 2 PPL-PL23-8595 Pre-app 5/25/233.D.bPacket Pg. 473Attachment: Attachment 1 - Monitoring Report 12-18-23 (27745 : PL20230013949 Ave Maria Commerce Attachment 2 Applicant Backup Documents 3.D.c Packet Pg. 474 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) Attachment 2 Applicant Backup Documents 3.D.c Packet Pg. 475 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) Sign Variance Petition (SV) Land Development Code section 5.06.08 Chapter 3 I of the Administrative Code State: Name of Property Owner(s): Name of Applicant if different than owner: Address: Telephone: E-Mail Address: Name of Agent: Firm: Address: Telephone: E-Mail Address: City:City: State:State: ZIP:ZIP: Cell:Cell: City:City: ZIP:ZIP: Cell:Cell: APPLICANT CONTACT INFORMATION PROPERTY INFORMATION Provide a detailed legal description of the property covered by the application. If space is inadequate, attach description on a separate page. / / Section/Township/Range: Unit: Lot: Block: Property I.D. #: Land Use of Subject Parcel: If a wall sign, length & height of wall upon which the Sign will be secured: Subdivision: Metes & Bounds Description: Address of Sign Location Current Zoning 3.D.c Packet Pg. 476 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) NATURE OF PETITION 1.On a separate sheet attached to the application, provide a detailed explanation of the variance request including what signs are existing and what is proposed; the amount of encroachment proposed using numbers, e.g. reduce setback from 15 ft to 10 ft; why encroachment is necessary; how existing encroachment came to be; etc. 2.Please note that staff shall be guided in their recommendation to the Hearing Examiner, and that the Hearing Examiner shall be guided in the determination to approve or deny a variance petition by the below listed criteria (a-f), pursuant to LDC subsection 5.06.08 B. On a separate sheet attached to the application, please address the following criteria: a)That special conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same district. b)That literal interpretation of the provisions of the sign code would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district and would present unnecessary and undue hardship on the applicant. c)That the special conditions and circumstances which are peculiar to the land, structure, or building do not result from the actions of the applicant. d)That granting the variance requested will not confer on the applicant any special privilege that is denied by this sign code to other lands, structures or buildings in the same zoning district. e)That the variance granted is the minimum relief that will make possible the reasonable use of the land, structure or building. f)That the granting of the variance will be consistent with the general intent and purpose of the Collier County Sign Code and the Growth Management Plan, and will not be injurious to adjacent properties or otherwise detrimental to the public welfare. Pre-Application Meeting and Final Submittal Requirement Checklist Sign Variance Chapter 3 I of the Administrative Code The following Submittal Requirement Checklist is to be utilized during the Pre-Application Meeting and at time of application submittal. At time of 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 or processed. REQUIREMENTS FOR REVIEW REQUIRED NOT REQUIRED Completed Application Pre-Application meeting notes Affidavit of Authorization signed and notarized Property Ownership Disclosure Form Survey or Site Plan of Property Location Map depicting major streets in area for reference Completed Addressing Checklist Once the first set of review comments are posted, provide the assigned project manager the Property Owner Advisory Letter and Certification 3.D.c Packet Pg. 477 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) ASSOCIATIONS Complete the following for all registered Home Owner / Civic Association(s) that could be affected by this petition and located within 1,000 feet of the subject property. Provide additional sheets if necessary. Information can be found on the Civic Associations and Communities page on the Board of County Commissioner’s website. Applicant is responsible for and shall confirm the current mailing addresses for each association as registered by the Florida Department of State, Division of Corporations. City: State: ZIP: City: State: ZIP: City: State: ZIP: City:State: ZIP: Name of Homeowner / Civic Association: Mailing Address: Name of Homeowner / Civic Association: Mailing Address: Name of Homeowner / Civic Association: Mailing Address: Name of Homeowner / Civic Association: Mailing Address: Name of Homeowner / Civic Association: Mailing Address: City:State: ZIP: FEE REQUIREMENTS Pre-Application Meeting: $500.00 Sign Variance Petition: $2,000.00 Estimated Legal Advertising Fee for the Office of the Hearing Examiner: $1,125.00 Fire Code Plans Review Fee: $50.00 All fees are collected at the time of application. Property Notification Letters, if required by The Land Development Code, will be invoiced after the petition is heard by the Board of County Commissioners. 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. *Additional fee for the 5th and subsequent re-submittal will be accessed at 20% of the original fee. *The completed application, all required submittal materials, and fees shall be submitted to: Growth Management Community Development Department | GMD Portal: https://cvportal.colliercountyfl.gov/cityviewweb Questions? Email: GMDclientservices@colliercountyfl.gov Date Signature of Petitioner or Agent Printed named of signing party 3.D.c Packet Pg. 478 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.cPacket Pg. 479Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 480 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 481 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 482 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.cPacket Pg. 483Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.cPacket Pg. 484Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.cPacket Pg. 485Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) AVE MARIA DEVELOPMENT GP Barron Collier Corpora�on 0.0500% GP Nua Baile. LLC 0.0500% LP BCAM, LLLP 49.9500% LP Thomas S. Monaghan Irrevocable Grantor Trust 49.9500% BARRON COLLIER CORPORATION (GP) Share Holder Juliet C. Sproul Family Inheritance Trust 25.000000% Share Holder Barron Collier III 25.000000% Share Holder R. Blakeslee Gable 6.250000% Share Holder M. Wells Gable 2021 Trust 6.250000% Share Holder Christopher D. Villere 4.166666% Share Holder Mathilde V. Currence 4.166667% Share Holder Lamar G. Villere 4.166667% Share Holder Phyllis Gable Alden Trust dtd 06-21-1988, as amended 12.500000% Share Holder Donna G. Keller Irrevocable Trust 12.500000% NUA BAILE, LLC (GP) Manager: Thomas S. Monaghan Manager: Paul Roney Manager: George Forrest III BCAM, LLLP (LP) GP Barron Collier Corpora�on 0.1000% LP Barron Collier Partnership, LLLP 99.9000% BARRON COLLIER CORPORATION Share Holder Juliet C. Sproul Family Inheritance Trust 25.000000% Share Holder Barron Collier III 25.000000% Share Holder R. Blakeslee Gable 6.250000% Share Holder M. Wells Gable 2021 Trust 6.250000% Share Holder Christopher D. Villere 4.166666% Share Holder Mathilde V. Currence 4.166667% Share Holder Lamar G. Villere 4.166667% Share Holder Phyllis Gable Alden Trust dtd 06-21-1988, as amended 12.500000% Share Holder Donna G. Keller Irrevocable Trust 12.500000% 3.D.c Packet Pg. 486 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) Barron Collier Partnership, LLLP, a Florida limited liability limited partnership Barron Collier Management LLC – GP – 1% Juliet C. Sproul – 0.25000% Barron G. Collier IV – 0.06250% Alexandra E. Collier – 0.06250% Lara C. Grady (Collier)– 0.06250% Christopher C. Collier – 0.06250% Robert B. Gable- 0.06250% Michael Wells Gable- 0.06250% Christopher D. Villere- 0.04167% Mathilde V. Currence- 0.04167% Lamar G. Villere- 0.04166% William Cameron Doane- 0.06250% Mary Marguerite Doane- 0.06250% Ashleigh N. Ora (Keller)- 0.02500% Chelsea K. Kunde (Keller)- 0.02500% Kathryn E. Keller- 0.02500% Mathew D. Keller- 0.02500% Stephen B. Keller- 0.02500% Juliet C. Sproul Family Inheritance Trust - LP – 24.75% Juliet C. Sproul – 24.7500% Barron Collier III Life�me Irrevocable Trust – LP – 24.75% Barron G. Collier IV - 6.1875% Alexander E. Collier - 6.1875% Lara C. Grady (Collier) - 6.1875% Christopher C. Collier - 6.1875% Lamar Gable Life�me Irrevocable Trust - LP – 12.375% Robert B. Gable - 6.1875% Michael W. Gable - 6.1875% Frances G. Villere Life�me Irrevocable Trust for Christopher D. Villere Family - LP – 4.125% Christopher D. Villere - 4.1250% Frances G. Villere Life�me Irrevocable Trust for Mathilde V. Currence Family - LP – 4.125% Mathilde V. Currence - 4.1250% Frances G. Villere Life�me Irrevocable Trust for Lamar G. Villere Family - LP – 4.125% Lamar G. Villere - 4.1250% Phyllis G. Alden Life�me Irrevocable Trust - LP – 12.375% 3.D.c Packet Pg. 487 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) William Cameron Doane - 6.1875% Mary Marguerite Doane - 6.1875% Donna G. Keller Life�me Irrevocable Trust - LP – 12.375% Ashleigh N. Ora (Keller) - 2.4750% Chelsea K. Kunde (Keller) - 2.4750% Kathryn E. Keller - 2.4750% Mathew D. Keller - 2.4750% Stephen B. Keller - 2.4750% Thomas S. Monaghan Irrevocable Grantor Trust (LP) 3.D.c Packet Pg. 488 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.cPacket Pg. 489Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.cPacket Pg. 490Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.cPacket Pg. 491Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) Addressing Checklist (Rev 10/2022) Page 1 of 1 Operations & Regulatory Management Division ● 2800 North Horseshoe Drive ● Naples, FL 34104 ● 239-252-2400 www.colliercountyfl.gov ADDRESSING CHECKLIST Please complete the following and upload via the CityView Portal with your submittal. Items marked with (*) are required for every application, other items are optional and may not apply to every project. Forms are valid for 6 months following their submittal; an updated form will be required for a new submittal after that timeframe and any time the properties within the project boundary are modified. Additional documents may be attached to this form and can include: -* LOCATION MAP and/or SURVEY showing the proposed project boundary. -List of additional folio numbers and associated legal descriptions. - E-mail from Addressing Official for any pre-approved project and/or street names. LOCATION INFORMATION *FOLIO (Property ID) Number(s) of subject property or properties. [Attach list if necessary] *LEGAL DESCRIPTION of subject property or properties. [Attach list if necessary] STREET ADDRESS(ES) where applicable, if already assigned. PROJECT INFORMATION Acceptance of this form does not constitute project and/or street name approval and is subject to further review by the Addressing Official. Pre-Approval may be requested by contacting us at GMD_Addressing@colliercountyfl.gov or 239-252-2482 prior to your submittal. CURRENT PROJECT NAME PROPOSED PROJECT NAME PROPOSED STREET NAME(s) LATEST APPROVED PROJECT NUMBER [e.g., SDP-94-##, PPL-2002-AR-####, PL2017000####] 3.D.c Packet Pg. 492 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 493 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 494 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 495 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 496 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 497 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 498 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 499 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 500 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 2600 Golden Gate Parkway, Naples, Florida, 34105 Office 239.403.6700 Fax 239.261.1797 Fla Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper LB8479 AVE MARIA PARK OF COMMERCE SIGN VARIANCE LOCATION MAP 3.D.c Packet Pg. 501 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) PL20230013949, Ave Maria Park of Commerce Sign Variance Revised September 20, 2023 Page 1 2600 Golden Gate Parkway, Naples, Florida, 34105 Office 239.403.6700 Fax 239.261.1797 Fla Engineer CA 28275 Fla Landscape CA LC26000632 Fla Surveyor/Mapper LB8479 AVE MARIA PARK OF COMMERCE SIGN VARIANCE PROJECT NARRATIVE AND EVALUATION CRITERIA PROJECT REQUEST: The applicant is requesting a variance from LDC Section 5.06.04.F.3. which requires directory signs for multiple parcels developed under a unified development plan to be located at one entrance on each public street, to instead allow a directory sign to be located adjacent to Ave Maria Boulevard away from the entrance to a public street. BACKGROUND: The subject property is located in the Ave Maria Park of Commerce, lying between Ave Maria Boulevard, Useppa Driveat, and Merritt Lane. The +/-6.4-acre property includes four parcels developed as a unified development under a single Site Development Plan (SDP). The shopping center is addressed as 5330-5360 Ave Maria Boulevard. The shopping center includes a gas station with carwash, brewery and cleaner on Tract F-2, which was originally approved by SDP-2007-AR-11116. The SDP was amended by PL20210002992 to include an additional 22,482 square foot multi-tenant commercial building on Tracts F-3 and F-4, and to show Tract F-5 as Future Development. The front facades of the commercial buildings face Ave Maria Boulevard. Access to the site is provided from four separate driveways located off of Useppa Lane, including one on the north side of the development to access the gas station site, and three located on the east side of the development. The Ave Maria Stewardship Receiving Area (SRA) provides specific sign standards for each of the Town’s Context Zones. This property is identified as part of Town Center 3 on the Ave Maria SRA Master Plan. The SRA Town Plan notes that “Signage within Town Centers 2 and 3 shall comply with Town Core standards, Community General standards or LDC Section 5.06.04.F.” LDC Section 5.06.04.F.3. allows multiple-occupancy parcels or multiple parcels developed under a unified development plan, with a minimum of 8 independent units, and containing 20,000 square feet or more of leasable floor area, a directory sign at one entrance on each public street. The maximum height of the directory sign is limited to 20’ in height and 200 square feet in sign area, with a minimum 10’ setback to the property line. The applicant wishes to construct a directory sign adjacent to Ave Maria Boulevard, consistent with the Sign Elevation and Site Plan exhibits attached to this application. The proposed directory sign will be 15’-6” tall with a sign face area of 184.95 sqare feet. The sign will be maintain the required 10’ setback from the Ave Maria Boulevard right-of-way line and will be located near the shared property line of Tracts F-4 and F-5. 3.D.c Packet Pg. 502 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) PL20230013949, Ave Maria Park of Commerce Sign Variance Revised: September 20, 2023 Page 2 The only other ground sign located on the shopping center property is an existing gas station pricing sign located on Tract F-2 adjacent to Ave Maria Boulevard. The proposed directory sign will be approximately 765’ to the south of the gas station pricing ground sign. EVALUATION CRITERIA: The requested variance to allow a directory sign adjacent to Ave Maria Boulevard, away from the vehicular access onto a public street, meets the evaluation criteria of LDC Section 5.06.08 B.1. and as noted in the boldened sections below: 5.06.01 B.1. Variance criteria. A variance from the terms of this sign code shall not be granted by the Board of Zoning Appeals unless and until a written application for a variance is submitted demonstrating: a. That special conditions and circumstances exist which are peculiar to the land, structure or building involved and which are not applicable to other lands, structures or buildings in the same district. The shopping center is oriented so that the buildings fron t onto Ave Maria Boulevard , which is identified as a Collector Road by the Collier County Growth Management Plan . Vehicular access to the site is provided exclusively from Useppa Lane, which is located at the rear of the buildings. The applicant is seeking the variance in order to allow a sign along the development’s frontage, adjacent to the traveling public along Ave Maria Boulevard. b. That literal interpretation of the provisions of the sign code would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district and would work unnecessary and undue hardship on the applicant. The LDC requirement for directory signs to be located at the the entrance from a public street would require the sign to be located along Useppa Drive at the rear of the development. This would result in a sign that is not be visible to the vehicular traffic along Ave Maria Boulevard. Most commercial developments have their primary entrances and associated signage located along the property frontage to be visible to passing motorists. c. That the special conditions and circumstances which are peculiar to the land, structure or building do not result from the actions of the applicant . The site layout of the shopping center is consistent with the design standards adopted for the Town of Ave Maria. The Ave Maria SRA encourages commercial building s to front their buildings toward pedestrian friendly streets with tree lined sidewalks and the SRA’s design standards seek to minimize pedestrian and vehicular conflicts . The shopping center accomplishes this by locating all of the vehicular access points along the local streets and away from Ave Maria Boulevard, a collector roadway. 3.D.c Packet Pg. 503 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) PL20230013949, Ave Maria Park of Commerce Sign Variance Revised: September 20, 2023 Page 3 d. That granting the variance requested will not confer on the applicant any special privilege that is denied by this sign code to other lands, structures or buildings in the same zoning district. The variance would not confer any special privilege to the property. Granting the variance will allow a directory sign along the development’s frontage and is visible to passing vehicular traffic . e. That the variance granted is the minimum relief that will make possible the reasonable use of the land, building or structure. The requested variance is the minimum relief needed. The proposed directory sign will comply with all other design criteria established by the LDC . f. That the granting of the variance will be consistent with the general intent and purpose of the Collier County Sign Code and the Growth Management Plan, and will not be injurious to adjacent properties or otherwise detrimental to the public welfare . The proposed directory sign will meet the size, height, setback and landscaping requirements of the LDC Section 5.06.04.F.1. and therefore is in keeping with the purpose and intent of the Sign Code. Allowing the directory sign along Ave Maria Boulevard, and away from the vehicular entrances located at the rear of the shopping center, allows vehicular traffic to identify the stores and services available within the development in a safe and effective manner. The Collier County GMP does not address commercial sign regulations . 3.D.c Packet Pg. 504 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) ORDERLANEEXPRESSLANELOADING ZONE UNIT 2BUSINESS / MERCANTILE1,200 SQ. FT.UNIT 1FUTURE DUNKIN DONUTS1,848 SQ. FT.UNIT 3BUSINESS / MERCANTILE1,200 SQ. FT.UNIT 4BUSINESS / MERCANTILE1,200 SQ. FT.UNIT 5BUSINESS / MERCANTILE1,200 SQ. FT.UNIT 6RESTAURANT (ASSEMBLY)1,800 SQ. FT.ACE HARDWAREUNITS 7-10MERCANTILE5,400 SQ. FT.UNIT 11BUSINESS / MERCANTILE1,200 SQ. FT.UNIT 12BUSINESS / MERCANTILE1,200 SQ. FT.UNIT 13BUSINESS6,000 SQ. FT.30'-0"80'-0"50'-0"50'-0"60'-0"100'-0"60'-0"COVERED ENTRYTOWERELECT. RM.FIRE RISER100'-0"45'-4"79'-4"35'-4"80'-0"30'-0"4'-0"4'-0"19'-6"11'-10"28'-8"8'-0"8'-0"8'-0"8'-0"8'-0"374'-0"10' W. X 10' H. GLASS O.H.D. TRELLIS TRELLIS TRELLIS TRELLIS TRELLISTRELLISTRELLIS TRELLISTRELLISTRELLISTRELLISTRELLIS 8'-0"8'-0"LP TANK X X X X X X X X X X X X X X X X X X X X X X X X XXXXXX PROPOSED 15'-6" TALL DIRECTORY SIGN (2'x17.3') 10'765'± AVE MARIA BLVD USEPPA DR EXISTING COMMERCIAL EXISTING GAS STATION EXISTING SELF STORAGE EXISTING COMMERCIAL EXISTING GAS STATION PRICING SIGN PROPERTY BOUNDARY (TYP) FUTURE DEVELOPMENT AVE MARIA PARK OF COMMERCE RETAIL DIRECTORY SIGN EXHIBIT AVE MARIA DEVELOPMENT, LLLP 8 48S 29E AVE MARIA COLLIER ANTON SCHAFFER ANTON SCHAFFER SEPTEMBER 2023 1" = 40' N.T.S. P-AMD-041-001-X14.dwg P-AMD-041-001 C-X14 01 01 • CIVIL ENGINEERING • PLANNING AND ZONING • ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE • SURVEYING • LAND DEVELOPMENT ENGINEERING PENINSULA 00 10'20'40'80'120' Bar Scale: 1" = 40' DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). PROJECT: TITLE: CLIENT: PROFESSIONAL SEALS: File Name: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City: B 1 1 E D C A County:[Save Date: 9/20/2023 4:22:43 PM] [Saved By: Aschaffer] [Plot Date: 11/20/2023 2:49:28 PM] [Plotted By: Anton Schaffer] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-AMD-041\001_POC_Retail\Drawings-Civil\Exhibits\X14-Sign_Loc\Sheet_Files\P-AMD-041-001-X14.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 Sheet ID: Sheet Number:of NOTES: 239.403.6700 Pen-Eng.com 2600 Golden Gate Pkwy Naples, FL 34105 REVISIONS: No:Revision:Date: SCALE: 1" = 40' 3.D.c Packet Pg. 505 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 506 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 507 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 508 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 509 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 510 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 511 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 512 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 513 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 514 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 515 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 516 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.c Packet Pg. 517 Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.cPacket Pg. 518Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce 3.D.cPacket Pg. 519Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce 3.D.cPacket Pg. 520Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce 4OBJECTIDGIS_FLN_NUM FOLIOADDRESSTYPE NAME1 NAME2 NAME3NAME4 NAME5LEGAL1 LEGAL2 LEGAL3 LEGAL4ECTIOWNSHRANGECKBOTUNNAME61 13860030100138600301 UAVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY33 47 29 THOSE PORTIONS OF SEC33 AS DESC IN OR 3682 PG 3219,SEC 32 AS DESC IN OR 3682 PG3223, SEC 4 TWP 48 RNG 29 AS 33 47 29 004 0 NAPLES, FL 34105---02 13860030122671400266 UAVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY PO BOX 413038AVE MARIA PHASE THREE TRACT R-1 33 47 29 R-1 1 NAPLES, FL 34101---30383 22632010800226320108 UAVE MARIA STEWARDSHIP COMMUNITY DISTRICT2600 GOLDEN GATE PKWY5 48 29 THAT UNPLATTED PORTIONOF SEC 5 AS DESC IN OR 4426 PGS 2646-48 5 48 29 001 0 NAPLES, FL 34105---32274 22644000400226440004 UBARRON COLLIER PARTNERSHIPAMULT LLC2600 GOLDEN GATE PKWY STE 200 8 48 29 ALL LESS OR 3682 PG3682 PG 3223,THATPORTION OF SEC 13 TWP 48 RNG28 DESC IN OR 3696 PG 3132, 8 48 29 001 0 NAPLES, FL 34105---05 22644150800226441508 UAVE MARIA MASTER ASSN INC2600 GOLDEN GATE PKWY8 48 29 SOUTH SPORTS PARK ATAVE MARIA AS DESC IN OR 4109PG 3358 THRU 3360 8 48 29 003 0 NAPLES, FL 34105---32276 22644160500226441605 UAVE MARIA STEWARDSHIP COMMUNITY DISTRICT2600 GOLDEN GATE PKWY8 48 29 THOSE PORTIONS IN SECS8,9,AND 5 AS DESC IN OR 4378AND THAT PORTIONDESC WITHIN OR 4426 PG 2642+43 8 48 29 004 0 NAPLES, FL 34105---32277 22644170200226441702 UAVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY08 48 29 COM NE CNR TR L1 OFPHASE ONE PB 46 PG22, S 79DEG W 68.49 TO POB; 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Therefore, the recipient agrees not to represent this data to anyone as other than CCPA provided data. The recipient may not transfer this data to others without consent from the CCPA.Copy of POList_1000 edit3.D.cPacket Pg. 521Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 533 2267120161422671201614 U COLLIER CNTY 3335 TAMIAMI TR EAVE MARIA UNIT TWO PARK OF COMMERCES 109.47FT OF TRACT F-6 4 48 29 F-6 2 NAPLES, FL 34112---034 2267120170822671201708 U COLLIER CNTY 3335 TAMIAMI TRL EAVE MARIA UNIT TWO PARK OFCOMMERCE TRACT F-7 4 48 29 F-7 1 NAPLES, FL 34112---035 2267120180522671201805 UAVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWYAVE MARIA UNIT TWO PARK OFCOMMERCE TRACT F-8 4 48 29 F-8 1 NAPLES, FL 34105---322736 2267120190222671201902 UAVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWYAVE MARIA UNIT TWO PARK OFCOMMERCE TRACT F-9 4 48 29 F-9 1 NAPLES, FL 34105---322737 2267120200822671202008 UAVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWYAVE MARIA UNIT TWO PARK OFCOMMERCE TRACT F-10 4 48 29 F-101 NAPLES, FL 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82AVE MARIA, FL 34142---0132 2772500182027725001820 U MURPHY, CARLOS 5381 BRIN WAY COQUINA AT MAPLE RIDGE PHASE 1 LOT 83 5 48 29 83AVE MARIA, FL 34142---0133 2772500184627725001846 U REYES, MANUEL COLORADO DELMY COLORADO LOPEZIRVING S COLORADO LOPEZ 5377 BRIN WAY COQUINA AT MAPLE RIDGE PHASE 1 LOT 84 5 48 29 84AVE MARIA, FL 34142---0134 2772500274827725002748 U CC AVE MARIA LLC135 SAN LORENZO AVE # 750COQUINA AT MAPLE RIDGE PHASE 2AND 3 TRACT B 8 48 29 B 1 CORAL GABLES, FL 33146---0135 2772500276427725002764 U CC AVE MARIA LLC135 SAN LORENZO AVE # 750COQUINA AT MAPLE RIDGE PHASE 2AND 3 TRACT D 8 48 29 D 1 CORAL GABLES, FL 33146---0136 2772500280327725002803 UAVE MARIA STEWARDSHIP CD 2600 GOLDEN GATE PKWYCOQUINA AT MAPLE RIDGE PHASE 2AND 3 TRACT L-2, LESS COQUINAAT MAPLE RIDGE PH2 AND 3 REPLAT 8 48 29 L-2 1 NAPLES, FL 34105---0137 2772500284527725002845 UAVE MARIA STEWARDSHIP COMMUNITY DISTRICE2600 GOLDEN GATE PKYCOQUINA AT MAPLE RIDGE PHASE 2PORTION OF TRACT RDESC IN OR 5275 PG 1170 8 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5654000004856540000048 U CC AVE MARIA ESTATES LLC2020 SALZEDO ST #200 MAPLE RIDGE RESERVE ATAVE MARIA PHASE 1 TRACT B 5 48 29 B 1 CORAL GABLES, FL 33134---0164 5654000006456540000064 UAVE MARIA STEWARDSHIP COMMUNITY DISTRICT 22501A BURNS RD MAPLE RIDGE RESERVE ATAVE MARIA PHASE 1 TRACT C 5 48 29 C 1 PALM BCH GARDENS, FL 33410---0165 5654000064056540000640 UAVE MARIA STEWARDSHIP COMMUNITY DISTRICT2600 GOLDEN GATE PKWY MAPLE RIDGE RESERVE ATAVE MARIA PHASE 1 TRACT R 5 48 29 R 1 NAPLES, FL 34105---0166 5654000066656540000666 UMARIANO, VINCENT CHRISTOPHER ELIZABETH MARIANO5310 CHESTERFIELD DR MAPLE RIDGE RESERVE ATAVE MARIA PHASE 1 LOT 1 5 48 29 1AVE MARIA, FL 34142---0167 5654000068256540000682 U CATON, JAMES MICHAEL MARILYN IBARRA CATON5314 CHESTERFIELD DR MAPLE RIDGE RESERVE ATAVE MARIA PHASE 1 LOT 2 5 48 29 2AVE MARIA, FL 34142---0Copy of POList_1000 edit3.D.cPacket Pg. 526Attachment: Attachment 2 - Applicant Backup Documents (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) Attachment 3 Advertising and Sign Posting 3.D.d Packet Pg. 527 Attachment: Attachment 3 - Advertising and Sign Photos (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) NOTICE OF PUBLIC HEARING Notice is hereby given that a public hearing will be held by the Collier County Hearing Examiner (HEX) at 9:00 A.M., February 8, 2024, in the Hearing Examiner’s meeting room, at 2800 North Horseshoe Drive, Room 609/610, Naples FL 34104, to consider: PETITION NO. SV-PL20230013949 - A SIGN VARIANCE FROM THE ENTRANCE LOCATION REQUIREMENTS OF LAND DEVELOPMENT CODE SECTION 5.06.04.F.3 TO ALLOW 1 DIRECTORY SIGN TO BE PLACED ALONG THE COLLECTIVE FRONTAGE OF FOUR PARCELS ABUTTING AVE MARIA BOULEVARD, WHERE THERE IS NO ENTRANCE TO A PUBLIC STREET, ON PROPERTY LOCATED ON THE EAST SIDE OF AVE MARIA BOULEVARD BETWEEN MERRITT LANE AND USEPPA DRIVE, AND DESCRIBED AS TRACTS F-2, F-3, F-4, AND F-5, AVE MARIA UNIT 2, PARK OF COMMERCE SUBDIVISION, IN SECTION 4, TOWNSHIP 48 SOUTH, RANGE 29 EAST IN AVE MARIA, COLLIER COUNTY, FLORIDA. All interested parties are invited to appear and be heard. All materials used in presentation before the Hearing Examiner will become a permanent part of the record. Copies of staff report are available one (1) week prior to the hearing. The file can be reviewed at the Collier County Growth Management Community Development Department, Zoning Division, 2800 North Horseshoe Drive, Naples, FL 34104. As to any petition upon which the Hearing Examiner takes action, an aggrieved petitioner may appeal such final action. Such appeal shall be filed per Section 2-88 of the Collier County Code of Laws and Ordinances within 30 days of the decision by the Hearing Examiner. An aggrieved non- party may appeal a decision by the Hearing Examiner to the Circuit Court of Collier County within 30 days of the decision. In the event that the petition has been approved by the Hearing Examiner, the applicant shall be advised that he/she proceeds with construction at his/her own risk during this 30-day period. Any construction work completed ahead of the approval authorization shall be at their own risk. As part of an ongoing initiative to encourage public involvement, the public will have the opportunity to provide public comments remotely, as well as in person, during this proceeding. Individuals who would like to participate remotely should register through the link provided within the specific event/meeting entry on the Calendar of Events on the County website at www.colliercountyfl. gov/our-county/visitors/calendar-of-events after the agenda is posted on the County website. Registration should be done in advance of the public meeting, or any deadline specified within the public meeting notice. Individuals who register will receive an email in advance of the public hearing detailing how they can participate remotely in this meeting. Remote participation is provided as a courtesy and is at the user’s risk. The County is not responsible for technical issues. For additional information about the meeting, please call Geoffrey Willig at 252-8369 or email to Geoffrey.Willig@colliercountyfl.gov. If you are a person with a disability who needs any accommodation in order to participate in this proceeding, you are entitled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Zoning Division located at 2800 N. Horseshoe Dr, Naples, Florida 34104, (239) 252- 2400, at least two (2) days prior to the meeting. Andrew W. J. Dickman, Esq., AICP Chief Hearing Examiner Collier County, Florida ND-38431251 Beckton R D A nthem P K W Y Chesterfield DR Agostino WAYMonzaC TBecktonRDUseppaDRMerritt LN FerrisA V EAveMariaB LVDChandlerWAYM essinaSTDeclarationCTAllenPLBrin WAY Soria A V E MayflowerWAYRomaSTSFe r rar i AVE PikewoodC TCa m eronDR( 3URMHFW /RFDWLRQ 3.D.d Packet Pg. 528 Attachment: Attachment 3 - Advertising and Sign Photos (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) 3.D.dPacket Pg. 529Attachment: Attachment 3 - Advertising and Sign Photos (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) AVE MARIA PARK OF COMMERCE SIGN VARIANCE, PL20230013949 Collier County Hearing Examiner Public Hearing Sign Posting – January 24, 2024 3.D.d Packet Pg. 530 Attachment: Attachment 3 - Advertising and Sign Photos (27745 : PL20230013949 Ave Maria Commerce Park Sign Variance) AGENDA COLLIER COUNTY HEARING EXAMINER WILL HOLD A HEARING AT 9:00 AM ON THURSDAY, FEBRUARY 8, 2024, IN CONFERENCE ROOMS 609/610 AT THE GROWTH MANAGEMENT DEPARTMENT PLANNING & REGULATION BUILDING, 2800 N. HORSESHOE DRIVE, NAPLES, FLORIDA AS PART OF AN ONGOING INITIATIVE TO PROMOTE SOCIAL DISTANCING DURING THE COVID-19 PANDEMIC, THE PUBLIC WILL HAVE THE OPPORTUNITY TO PROVIDE PUBLIC COMMENTS REMOTELY, AS WELL AS IN PERSON, DURING THIS PROCEEDING. INDIVIDUALS WHO WOULD LIKE TO PARTICIPATE REMOTELY SHOULD REGISTER AT: https://bit.ly/020824HEX ANY TIME AFTER THE AGENDA IS POSTED ON THE COUNTY WEBSITE, WHICH IS 6 DAYS BEFORE THE MEETING OR THROUGH THE LINK: http://colliercountyfl.iqm2.com/Citizens/d efault.aspx INDIVIDUALS WHO REGISTER WILL RECEIVE AN EMAIL IN ADVANCE OF THE PUBLIC HEARING DETAILING HOW THEY CAN PARTICIPATE REMOTELY IN THIS MEETING. FOR ADDITIONAL INFORMATION ABOUT THE MEETING, EMAIL AILYN PADRON AT Ailyn.Padron@colliercountyfl.gov 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 10 DAYS PRIOR TO THE HEARING. ALL MATERIALS USED DURING THE 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. 1. PLEDGE OF ALLEGIANCE 2. REVIEW OF AGENDA 3. ADVERTISED PUBLIC HEARINGS A. Petition No. BDE-PL20230007149 – 9380 Gulf Shore Drive - Request for a 103-foot boat dock extension from the maximum 20 feet allowed by Section 5.03.06.E.1 of the Collier County Land Development Code for waterways 100 feet or greater in width to allow a new private multi-family boat docking facility with 12 slips, for vessels of up to 35 feet in length, that will protrude a total of 123 feet into a waterway that is 1,695± feet wide. The subject property is located at, also known as the Watermark, a Condominium in Section 32, Township 48 South, Range 25 East, Collier County, Florida. (Coordinator: John Kelly, Planner III) (Commissioner District 2) B. Petition No. CU-PL20230012220 – 414 New Market Road West - The Immokalee Water and Sewer District requests the approval of a Conditional Use (CU) to allow an essential service, an administrative office and payment center with drive-thru, pursuant to Section 2.01.03.G of the Land Development Code at 414 New Market Road West for those portions of the 2.23± acre development that are in a Residential Multi-Family-6 (RMF-6) Zoning District. The development is bounded by New Market Road West, Flagler Street, and Madison Avenue West, requiring the CU are Lots 3- 6, Newmarket Subdivision, in Section 33, Township 46 South, Range 29 East, Collier County, Florida. (Coordinator: John Kelly, Planner III) (Commissioner District 5) C. Petition No. PDI-PL20230011586 –Northeast corner of the intersection of US-41 and Airport- Pulling Road - Request for an insubstantial change to Ordinance No. 04-56, as amended, the Collier County Government Center Community Facilities Planned Unit Development (CFPUD), by amending the Community Facilities Development Standards, Section 3.4.D., Distance Between Principal Structures on the Same Parcel, to allow separation between structures primarily housing, electric, gas, emergency generators, or HVAC equipment to be zero (0) feet. The subject PUD is located at the northeast corner of the intersection of US-41 and Airport-Pulling Road South in Section 12, Township 50 South, Range 25 East, Collier County, Florida. (Coordinator: Sean Sammon, Planner III) (Commissioner District 4) D. Petition No. SV-PL20230013949 - Ave Maria Boulevard between Merritt Lane and Useppa Drive - A sign variance from the entrance location requirements of Land Development Code section 5.06.04.F.3 to allow one directory sign to be placed along the collective frontage of four parcels abutting Ave Maria Boulevard, where there is no entrance to a public street, on property located on the east side of Ave Maria Boulevard between Merritt Lane and Useppa Drive, and described as Tracts F-2, F-3, F-4, and F-5, Ave Maria Unit 2, Park of Commerce subdivision, in Section 4, Township 48 South, Range 29 East in Ave Maria, Collier County, Florida. (Coordinator: Eric Ortman Planner III) (Commissioner District 5) 4. OTHER BUSINESS 5. PUBLIC COMMENTS 6. ADJOURN