The URL can be used to link to this page

HEX Agenda 03/13/2026COLLIER COUNTY Hearing Examiner AGENDA Growth Management Community Development Department 2800 Horseshoe Drive North Conference Rooms 609/610 Naples, FL 34104 March 13, 2026 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. 1. Pledge of Allegiance 2. Review of Agenda 3. Advertised Public Hearing 3.A. PETITION NO. PL20250000077 VA –The Grove- Request for a variance from LDC Section 4.02.16.C.2.e.i., to increase the height of the proposed entry feature gate from 42 inches to 11 feet 6 inches for a new platted subdivision consisting of 32 single-family homes. This subdivision is located on Grove Bayshore Lots 1 through 32, as recorded in Plat Book 75, pages 92 and 93, on approximately 9.6 acres known as Grove Bayshore, in Section 14, Township 50 South, Range 25 East, Collier County, Florida. [Coordinator: Maria Estrada, Planner II, Commissioner District 4] (2026-445) 3.B. PETITION NO. PL20250005725 BD - MYERS DOCK -1817 Gordon River Ln- Request for a 12-foot boat dock extension from the maximum permitted protrusion of 20 feet allowed by Section 5.03.06.E.1 of the Collier County Land Development Code (LDC) for waterways Page 1 of 613 100 feet or greater in width, to allow a boat docking facility protruding a total of 32 feet into a waterway that is 118-120 feet wide, pursuant to LDC Section 5.03.06.H. The subject property is located at 1817 Gordon River Lane and is further described as Lot 8, Nature Pointe, in Section 35, Township 49 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Planner III] Commissioner District 4 (2026-462) 3.C. PETITION NO. PL20250007070 VA - 1074 Hollygate Ln - Request for a variance from Land Development Code (LDC) Section 4.05.03.A, specific parking requirements for residential uses in mixed use urban residential land use for single-family dwelling units, to allow the designated parking area to be increased from the maximum 40 percent of the required front yard to 62 percent of the required front yard for an unimproved legal nonconforming lot of record located in a Residential Single-Family-4 (RSF-4) Zoning District at 1074 Hollygate Lane; further described as Lot 20, Block B, Oak Knoll Unit No. 1, according to the Plat thereof as recorded in Plat Book 4, Page(s) 42, of the Public Records of Collier County, Florida, in Section 22, Township 49 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Planner III] Commissioner District 4 (2026-516) 3.D. PETITION NO. PL20240001414 BD Long Dock -259 3rd ST- Request for a 24-foot boat dock extension from the maximum permitted protrusion of 20 feet allowed by Section 5.03.06.E.1 of the Collier County Land Development Code (LDC) for waterways greater than 100 feet in width, to allow a boat docking facility protruding a total of 44 feet into a waterway that is 200± feet wide, for a proposed dock facility within a Residential Single-Family-4 (RSF- 4) zoning district. The subject property is located at 259 3rd Street, also known as Lots 24 and 25, Block C, Unit No. 1 Little Hickory Shores, in Section 5, Township 48 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Planner III] Commissioner District 2 (2026-460) 3.E. *** THIS ITEM WILL BE HEARD AT THE MARCH 26, 2026, HEX MEETING*** PETITION NO. PL20240005463 BD - ANDRADE DOCK - 267 3rd Street West - Request for a 28-foot boat dock extension from the maximum permitted protrusion of 20 feet allowed by Section 5.03.06.E.1 of the Collier County Land Development Code (LDC) for waterways greater than 100 feet in width, to allow a boat docking facility protruding a total of 48 feet into a waterway that is 446± feet wide, within a Residential Single-Family-4 (RSF-4) zoning district, pursuant to LDC Section 5.03.06.H. The subject property is located at 267 3rd Street West, also described as Lot 17, Block G, Little Hickory Shores, Unit 3 Replat subdivision, in Section 5, Township 48 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Planner III] Commissioner District 2 (2026-461) 3.F. PETITION NO. ADA PL20260000118- Winding Cypress Phase One - 7180 Winding Cypress Drive - Appeal to the Collier County Hearing Examiner of the administrative approval of an insubstantial change to a Site Development Plan PL20250012801 to convert a tennis court to pickleball courts on a parcel located in the Recreational District of the Winding Cypress Planned Unit Development, Ordinance No. 02-35, as amended. The impacted area is approximately 7,200 square feet in the 6.61± acre Tract G, of the Winding Cypress Phase One subdivision, located at 7180 Winding Cypress Drive in Section 35, Township 50, Range 26 East, Collier County, Florida. (PL20260000118) (2026-233) 4. New Business 5. Old Business Page 2 of 613 6. Public Comments 7. Adjourn Page 3 of 613 3/13/2026 Item # 3.A ID# 2026-445 PETITION NO. PL20250000077 VA –The Grove- Request for a variance from LDC Section 4.02.16.C.2.e.i., to increase the height of the proposed entry feature gate from 42 inches to 11 feet 6 inches for a new platted subdivision consisting of 32 single-family homes. This subdivision is located on Grove Bayshore Lots 1 through 32, as recorded in Plat Book 75, pages 92 and 93, on approximately 9.6 acres known as Grove Bayshore, in Section 14, Township 50 South, Range 25 East, Collier County, Florida. [Coordinator: Maria Estrada, Planner II, Commissioner District 4] ATTACHMENTS: 1. PL20250000077-The Grove-Entry Feature (VA) 2. Attachment A- Backup Package 3. Attachment B- Master Site Plan 4. Attachment C- Variance Plan Exhibits B-1, B-2, and B-3 5. Attachment D-Recorded Plat 6. Attachment E-Legal Ad and HEX Sign Posting Page 4 of 613 VA-PLPL20250000077-3709 Grove CIR, Page 1 of 9 March 13, 2026 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: ZONING DIVISION – ZONING SERVICES SECTION GROWTH MANAGEMENT COMMUNITY DEVELOPMENT DEPARTMENT HEARING DATE: MARCH 13, 2026 SUBJECT: PETITION VA-PL20250000077; 3709 GROVE CIR _____________________________________________________________________________ PROPERTY OWNER/AGENT: Applicant: Owner: Gina Green Naples Groves Lot 113 LLC 3310 1st Ave NW 2400 Davis Blvd, #101 Naples, FL 34120 Naples, FL 34104 REQUESTED ACTION: To have the Collier County Hearing Examiner (HEX) approve a variance from LDC Section 4.02.16.C.2.e.i., to increase the height of the proposed entry feature gate from 42 inches to allow 11 feet 6 inches for a new platted subdivision consisting of 32 single-family homes. GEOGRAPHIC LOCATION: This subdivision is located on Grove Bayshore Lots 1 through 32, as recorded in Plat Book 75, pages 92 and 93, in the public records of Collier County, Florida, on approximately 9.6 acres known as Grove Bayshore, in Section 14, Township 50 South, Range 25 East, Collier County, Florida. (Refer to the location map on page 3.) Page 5 of 613 VA-PLPL20250000077-3709 Grove CIR, Page 2 of 9 March 13, 2026 SITE LOCATION MAP PURPOSE/DESCRIPTION OF PROJECT: The purpose of this project is to seek a Variance from LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate for the Grove Bayshore subdivision from 42 inches to allow up to 11 feet 6 inches. Grove Bayshore is a newly platted subdivision consisting of 32 single-family homes, currently under construction. The project includes the development of three model homes located at 3724 Grove Circle, 3728 Grove Circle, and 3862 Grove Circle, Naples, Florida 34112. The model homes, along with the entry gate feature, have received the necessary building permits, and construction is actively in progress. The increase in the height of the entry gate is essential to comply with the requirements of LDC Sec. 4.02.16.D.3.b, which mandates that the primary entrance of any building face the street with a prominent façade. This entry gate serves as the designated main entrance to homes, reinforcing the architectural unity of the subdivision. Additionally, a vegetative hedge will be planted along the frontage of all homes to enhance privacy and security. The entry feature gate's original design was included in the building permit plans, which were approved without any comments. However, it was later found that the height exceeded the limitations set by the Bayshore Zoning Overlay (BZO) District during the pool permitting process. Many homes in the development have already been sold with this feature, underscoring the need for this variance to ensure consistency and compliance across the community. Page 6 of 613 VA-PLPL20250000077-3709 Grove CIR, Page 3 of 9 March 13, 2026 Overall, this project aims to establish a distinctive, welcoming entry point for the Grove Bayshore subdivision while complying with applicable regulations and enhancing the neighborhood's aesthetics and functionality. Figure 1 – Typical Entry Feature Elevation: Model A- Right Figure 1 – Typical Entry Feature Elevation: Model B- Right Page 7 of 613 VA-PLPL20250000077-3709 Grove CIR, Page 4 of 9 March 13, 2026 Figure 3 – Typical Entry Feature Elevation: Model C- Left Figure 4 – Entry Feature all Units Page 8 of 613 VA-PLPL20250000077-3709 Grove CIR, Page 5 of 9 March 13, 2026 Figure 5 – Rendering A pre-application meeting was held on January 30, 2025, to coordinate the VA petition, with zoning staff present to assist with questions regarding the variance. The pre-application requirement for the variance was considered met, and the information provided during the VA pre-application was deemed sufficient for the variance request. The applicant submitted the variance application on July 24, 2025. Gina Green coordinated with staff to schedule the HEX Hearing for March 13, 2026. Staff acknowledges the need for a variance to increase the height of the entry gate for the Grove Bayshore subdivision from 42 inches to 11 feet 6 inches. This adjustment is necessary to comply with the building entrance orientation regulations set forth in the Bayshore Zoning Overlay, specifically LDC Sec. 4.02.16.D.3.b. In response to the variance criteria, additional staff analysis is included in the Zoning Division Analysis section below. SURROUNDING LAND USE AND ZONING: North: Developed single-family residential with a zoning designation of RMF-6-BZO- R1 and C-3-BZO-R1. East: Lake, followed by developed single-family residential with a zoning designation of MH- BZO-R1. South: Developed commercial with a zoning designation of C-5-BZO-NC. West: Vacant commercial parcel with a zoning designation of C-4-BZO-NC, Bayshore DR ROW followed by commercial with a zoning designation of C4-BZO-NC, and multi-family residential with a zoning designation of RMF-6-BZO-NC. Page 9 of 613 VA-PLPL20250000077-3709 Grove CIR, Page 6 of 9 March 13, 2026 Aerial Map – GMD Planning and Zoning GIS map Base Zoning Map – Collier County GIS/ESRI GROWTH MANAGEMENT PLAN (GMP) CONSISTENCY: The Growth Management Plan (GMP) does not address individual land-use variance requests. However, the current use of the subject property is consistent with the GMP. SUBJECT PROPERTY SUBJECT PROPERTY Page 10 of 613 VA-PLPL20250000077-3709 Grove CIR, Page 7 of 9 March 13, 2026 ZONING DIVISION ANALYSIS: The decision to grant a variance is based on the criteria in LDC Section 4.02.01.A, Table 2.1, and Section 4.02.03. Staff have analyzed this petition relative to these provisions and offer the following responses: a. Are there special conditions and circumstances existing, which are peculiar to the location, size, and characteristics of the land, structure, or building involved? Yes, the site is currently under construction for subdivision improvements, which include three sales models at 3724, 3728, and 3862 Grove Circle in Naples, FL. The building permit numbers for these models are PRFH20231252382, PRFH20231252389, and PRFH20231252397. Additional pool permits have also been submitted. All permits have been issued, and construction is in progress. During the pool permitting process, an issue was identified regarding the height of the entry feature, as there is a requirement for a minimum pool barrier height of 48 inches, and according to LDC Section 4.02.16.C.2.e.i, fences and walls shall not exceed 42 inches in height. The initial building reviewer did not identify this issue; therefore, a variance is being proposed. b. Are there special conditions and circumstances which do not result from the action of the applicant, such as pre-existing conditions relative to the property, which are the subject of the Variance request? Yes, there are special circumstances arising from the issuance of building permits and the commencement of construction of the model homes, including entry features at the height specified in the permitted plans. The design of the homes was completed in compliance with the requirements for the front door feature facing the street in the Bayshore Overlay District, with no objections noted from County Staff. Revising the buildings at this stage of construction would impose a significant financial burden. c. Will a literal interpretation of the provisions of this zoning code work unnecessary and undue hardship on the applicant or create practical difficulties for the applicant? Yes, it would impose financial hardship on the applicant if the homesites cannot be constructed as permitted. The homes are nearing completion, and there is no viable means to alter them to comply with the Bayshore Overlay LDC Criteria for the front door requirement. d. Will the Variance, if granted, be the minimum variance that will make possible the reasonable use of the land, building, or structure and which promotes standards of health, safety, and welfare? Yes. If this variance is granted, it represents the minimum variance necessary to support the functional use of the land. There are no identified impacts on health, safety, or welfare associated with the proposed entry feature height. This entry feature contributes to the security of individual homes. All homes will include the same feature, ensuring uniform protection. e. Will granting the Variance confer on the applicant any special privilege that is denied by these zoning regulations to other lands, buildings, or structures in the same zoning district? Page 11 of 613 VA-PLPL20250000077-3709 Grove CIR, Page 8 of 9 March 13, 2026 Yes. The granting of the variance allows for modifications specific to this site. It is important to note that if the deficiency had been identified during the project's review and the permit application process prior to approvals and permit issuance, the homes could have been adjusted to comply with the Land Development Code (LDC) requirements. This requirement was noted during the application for swimming pool permits, where the necessity of a 48-inch-high pool barrier along the front was highlighted, resulting in the permits being rejected. By the time this issue was recognized, the houses were already under construction, making any modifications necessary to meet the maximum height requirement of 42 inches, and the front door orientation facing the street, financially and architecturally challenging given the project's construction stage. f. Will granting the Variance be in harmony with the general intent and purpose of this Land Development Code and not be injurious to the neighborhood or otherwise detrimental to the public welfare? Granting variance is consistent with the intent and purpose of the zoning code. It will facilitate the inclusion of a front door facing the street for each home, as required by the overlay district regulations. This approach is expected to create a uniform appearance within the community, enhance security and privacy for each home and its pool area, and provide a buffer from neighboring uses. Additionally, the variance will not be visible from Bayshore Blvd and is located within the subdivision, with no anticipated adverse effects on public welfare. g. Are there natural conditions or physically induced conditions that ameliorate the goals and objectives of the regulation, such as natural preserves, lakes, golf courses, etc.? No. There are no natural or physically induced conditions, such as preserves, lakes, or golf courses, that affect or support the goals and objectives of the regulation in this case. The Grove Bayshore Subdivision is a well-established area featuring a variety of uses. To the north, you’ll find a church, while a man-made lake sits to the east. The southern side is home to several commercial buildings, and there’s an undeveloped commercial parcel located to the west. The residential units are designed to face either north or south along an internal roadway, and the subdivision is surrounded by a landscaped buffer that offers privacy from neighboring properties. h. Will granting the Variance be consistent with the Growth Management Plan? Granting the variance will be consistent with the GMP, as a one-story commercial building structure is an allowable use for the subject property in both the Future Land Use Element and the GMP. ENVIRONMENTAL ADVISORY COUNCIL (EAC) RECOMMENDATION: The EAC does not normally hear variance petitions. Since the subject variance does not impact any preserved area, the EAC did not hear this petition. Page 12 of 613 VA-PLPL20250000077-3709 Grove CIR, Page 9 of 9 March 13, 2026 RECOMMENDATION: Staff recommend approval of variance petition PL20250000077, which the applicant is seeking a Variance from LDC Section 4.02.16.C.e.i, to increase the height of the proposed entry feature gate for a new subdivision called Grove Bayshore from 42 inches to allow up to 11 feet 6 inches. This subdivision consists of 32 single-family homes, and the entry gate is part of the permitted construction plans. The increase in height is necessary to comply with specific regulations regarding building entrance orientation per the Bayshore Overlay. Attachments: Attachment A: Backup Package Attachment B: Master Site Plan Attachment C: Variance Plan- Exhibit B-1, B-2 and B-3 Attachment D: Recorded Plat Attachment E: Legal Ad and HEX Sign Posting Page 13 of 613 Revised 5/18/2018 Provide to Agents G:\CDES Planning Services\Current\Zoning Staff Information\Job Aides or Help Guides HEARING PACKAGE CHECKLIST Return this form with printed materials A. Backup provided by the County Planner The Planner is responsible for all required data included in the printed packets 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 _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) __x__ Environmental Data _x___ Historical/Archeological Survey or Waiver ____ Utility Letter ____ Deviation Justifications Page 14 of 613 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. ___ Submerged Resource Surveys may be included here if required. ____ CD with only one pdf file for all documents in the same order as the packets are put together. They must be in the same order. 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 all copies of backup materials to provide to the Hex/CCPC and the CD must contain the documents in one pdf file (not multiple files) in the same order as the printed materials. It is the agent’s responsibility to ensure no documentation is left out. __Gina R. Green PE________________________ ___2-17-26_________________ Signature of Agent Representative Date __Gina R. Green PE______________________________________ Printed Name of Signing Agent Representative Page 15 of 613 Variance Application (VA) 3/27/24 Page 1 of 6 Planning and Zoning Division • 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 www.colliercountyfl.gov Need Help? GMCD Public Portal Online Payment Guide E-Permitting Guides APPLICANT CONTACT INFORMATION BE AWARE THAT COLLIER COUNTY HAS LOBBYIST REGULATIONS. GUIDE YOURSELF ACCORDINGLY AND ENSURE THAT YOU ARE IN COMPLIANCE WITH THESE REGULATIONS. PROJECT NAME:_______________________________________________________________________________ Name of Property Owner(s): Name of Applicant if different than owner: Address: City: State: ZIP: Telephone: Cell: Fax: E‐Mail Address: Name of Agent: Firm: Address: City: State: ZIP: Telephone: Cell: Fax: E‐Mail Address: VARIANCE PETITION APPLICATION Variance from Setbacks Required for a Particular Zoning District LDC section 9.04.00 & Code of Laws section 2‐83 – 2‐90 Chapter 3 J. of the Administrative Code Page 16 of 613 Variance Application (VA) 3/27/24 Page 2 of 6 ADJACENT ZONING AND LAND USE 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. PROPERTY INFORMATION Provide a detailed legal description of the property covered by the application: (If space is inadequate, attach on separate page) Property I.D. Number: Section/Township/Range: / / Unit: Lot: Block: Total Acreage: Subdivision: Metes & Bounds Description: Address/ General Location of Subject Property: Zoning Land Use N S E W Minimum Yard Requirements for Subject Property: Front:_________ f.t. Corner Lot: Yes No Side:__________ f.t. Waterfront Lot: Yes No Rear:__________ f.t. Page 17 of 613 Variance Application (VA) 3/27/24 Page 3 of 6 NATURE OF PETITION Complete the following for all registered 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/Index.aspx?page=774. Name of Homeowner Association: Mailing Address: City: State: ZIP: Name of Homeowner Association: Mailing Address: City: State: ZIP: Name of Homeowner Association: Mailing Address: City: State: ZIP: Name of Homeowner Association: Mailing Address: City: State: ZIP: Name of Homeowner Association: Mailing Address: City: State: ZIP: On a separate sheet, attached to the application, please provide the following: 1.A detailed explanation of the request including what structures are existing and what is proposed; the amount of encroachment proposed using numbers, i.e. reduce front setback from 25 ft. to 18 ft.; when property owner purchased property; when existing principal structure was built (include building permit number(s) if possible); why encroachment is necessary; how existing encroachment came to be; etc. 2.For projects authorized under LDC Section 9.04.02, provide a detailed description of site alterations, including any dredging and filling. 3.Pursuant to LDC section 9.04.00, staff shall be guided in their recommendation to the Hearing Examiner, and the Hearing Examiner shall be guided in the determination to approve or deny a variance petition by the criteria (a-h) listed below. Please address the following criteria: a)Are there special conditions and circumstances existing which are peculiar to the location, size and characteristics of the land, structure, or building involved. ASSOCIATIONS SEE ATTACHED SHEET Page 18 of 613 Variance Application (VA) 3/27/24 Page 4 of 6 b)Are there special conditions and circumstances which do not result from the action of the applicant such as pre-existing conditions relative to the property which is the subject of the variance request. c)Will a literal interpretation of the provisions of this zoning code work unnecessary and undue hardship on the applicant or create practical difficulties on the applicant. d)Will the variance, if granted, be the minimum variance that will make possible the reasonable use of the land, building or structure and which promote standards of health, safety or welfare. e)Will granting the variance requested confer on the petitioner any special privilege that is denied by these zoning regulations to other lands, buildings, or structures in the same zoning district. f)Will granting the variance be in harmony with the intent and purpose of this zoning code, and not be injurious to the neighborhood, or otherwise detrimental to the public welfare. g)Are there natural conditions or physically induced conditions that ameliorate the goals and objectives of the regulation such as natural preserves, lakes, golf course, etc. h)Will granting the variance be consistent with the Growth Management Plan? 4.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? Yes No If yes, please provide copies. x Page 19 of 613 Variance Application (VA) 3/27/24 Page 5 of 6 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 (download current form from County website) Pre-Application Meeting Notes Project Narrative Completed Addressing Checklist Property Ownership Disclosure Form Conceptual Site Plan 24” x 36” and one 8 ½ ” x 11” copy Survey of property showing the encroachment (measured in feet) Affidavit of Authorization, signed and notarized Deeds/Legal(s) Location map Current aerial photographs (available from Property Appraiser) with project boundary and, if vegetated, FLUCFCS Codes with legend included on aerial Historical Survey or waiver request, if applicable Environmental Data Requirements or exemption justification Once the first set of review comments are posted, provide the assigned planner with draft Agent Letter and address of property owners 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. 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. Pre‐Application Meeting and Final Submittal Requirement Checklist for: Variance Chapter 3 J. of the Administrative Code x x x x x x Page 20 of 613 Variance Application (VA) 3/27/24 Page 6 of 6 FEE REQUIREMENTS Planners: Indicate if the petition needs to be routed to the following reviewers: Bayshore/Gateway Triangle Redevelopment: Executive Director Historical Review: City of Naples: Robin Singer, Planning Director Immokalee Water/Sewer District: Conservancy of SWFL: Nichole Johnson Parks and Recreation Director: Olema Edwards Emergency Management: Dan Summers; and/or EMS: Artie Bay School District (Residential Components): Amy Lockheart Other: Pre‐Application Meeting: $500.00 Variance Petition: o Residential‐ $2,000.00 o Non‐Residential‐ $5,000.00 o 5th and Subsequent Review‐ 20% of original fee Estimated Legal Advertising Fee for the Office of the Hearing Examiner: $1,125.00 After The Fact Zoning/Land Use Petitions: 2x the normal petition fee Listed Species Survey (if EIS is not required): $1,000.00 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. All checks payable to: Board of County Commissioners. The completed application, all required submittal materials, and the permit fee shall be submitted to: Growth Management Community Development Department Zoning Division ATTN: Business Center 2800 North Horseshoe Drive Naples, FL 34104 Applicant Signature Date Printed Name Page 21 of 613 The Grove – Variance Application PL20250000077 Property ID’s for The Grove Bayshore Property ID Legal Description Property Address 47827000181 GROVE BAYSHORE TRACT R-2 3709 GROVE CIR 47827000204 GROVE BAYSHORE LOT 1 3720 GROVE CIR 47827000220 GROVE BAYSHORE LOT 2 3724 GROVE CIR 47827000246 GROVE BAYSHORE LOT 3 3728 GROVE CIR 47827000262 GROVE BAYSHORE LOT 4 3732 GROVE CIR 47827000288 GROVE BAYSHORE LOT 5 3736 GROVE CIR 47827000301 GROVE BAYSHORE LOT 6 3740 GROVE CIR 47827000327 GROVE BAYSHORE LOT 7 3744 GROVE CIR 47827000343 GROVE BAYSHORE LOT 8 3748 GROVE CIR 47827000084 GROVE BAYSHORE TRACT D-1 47827000369 GROVE BAYSHORE LOT 9 3756 GROVE CIR 47827000385 GROVE BAYSHORE LOT 10 3760 GROVE CIR 47827000408 GROVE BAYSHORE LOT 11 3764 GROVE CIR 47827000424 GROVE BAYSHORE LOT 12 3768 GROVE CIR 47827000440 GROVE BAYSHORE LOT 13 3772 GROVE CIR 47827000466 GROVE BAYSHORE LOT 14 3776 GROVE CIR 47827000482 GROVE BAYSHORE LOT 15 3780 GROVE CIR 47827000505 GROVE BAYSHORE LOT 16 3784 GROVE CIR 47827000521 GROVE BAYSHORE LOT 17 3781 BAYSHORE DR 47827000547 GROVE BAYSHORE LOT 18 3862 GROVE CIR 47827000563 GROVE BAYSHORE LOT 19 3858 GROVE CIR 47827000589 GROVE BAYSHORE LOT 20 3854 GROVE CIR 47827000602 GROVE BAYSHORE LOT 21 3850 GROVE CIR 47827000628 GROVE BAYSHORE LOT 22 3846 GROVE CIR 47827000644 GROVE BAYSHORE LOT 23 3842 GROVE CIR 47827000660 GROVE BAYSHORE LOT 24 3838 GROVE CIR 47827000107 GROVE BAYSHORE TRACT D-2 47827000686 GROVE BAYSHORE LOT 25 3830 GROVE CIR 47827000709 GROVE BAYSHORE LOT 26 3826 GROVE CIR 47827000725 GROVE BAYSHORE LOT 27 3822 GROVE CIR 47827000741 GROVE BAYSHORE LOT 28 3818 GROVE CIR 47827000767 GROVE BAYSHORE LOT 29 3814 GROVE CIR 47827000783 GROVE BAYSHORE LOT 30 3810 GROVE CIR 47827000806 GROVE BAYSHORE LOT 31 3806 GROVE CIR 47827000822 GROVE BAYSHORE LOT 32 3802 GROVE CIR Page 22 of 613 THE GROVE BAYSHORE SUBDIVISON Nature of Variance Request JULY 24, 2025 Rev. 11-19-25 1 1. A detailed explanation of the request including what structures are existing and what is proposed; the amount of encroachment proposed using numbers, i.e. reduce front setback from 25 ft. to 18 ft.; when property owner purchased property; when existing principal structure was built (include building permit number(s) if possible); why encroachment is necessary; how existing encroachment came to be; etc. The Applicant is seeking a Variance from LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. This is a new platted subdivision of 32 single-family homes called Grove Bayshore. There are 3 structures that are under construction as the model center. The model center is permitted and under construction with this entry feature gate in the permitted plans. All 32 homes will have the common theme of this entry feature gate. The entry features are internal to the overall project and will not be visible from Bayshore Drive. The present owner purchased the property on January 25, 2022. The site is under construction for the entire subdivision improvements and the (3) three sales models located at 3724 Grove Circle, 3728 Grove Circle and 3862 Grove Circle, Naples, FL 34112. The building permit numbers, respectively, for the 3 models are PRFH20231252382, PRFH20231252389 & PRFH20231252397. There are also pool permits submitted for each of these homes. The increase in height for the entry gate feature is necessary to meet the requirements of LDC Sec. 4.02.16.D.3.b. Frontage: The primary entrance for any building must be oriented to the street. Orientation is achieved by the provision of a front façade including an entry door that faces the street or square. This requirement shall not apply to mobile homes or to buildings that are interior to a site that has other buildings that meet this provision. The Entry gate feature is the front door of the units to meet this LDC requirement. All units will have the same entry feature with a vegetative hedge along the frontage of all homes that connect between each entry and provide for privacy and security for each home. This entry feature gate was included in the building permit plans and construction commenced based upon the permitted plan, which were issued with not comments. It was much later discovered that this feature did not meet the height requirements for the Bayshore Overlay District. The issue was discovered during the pool permitting for the pool barrier, which is required to be 48” minimum. Many homes have already been sold with this feature. 2. For projects authorized under LDC Section 9.04.02, provide a detailed description of site alterations, including any dredging and filling. The Subdivision is approved and platted under PL20210002029 and the subdivision is recorded as Grove Bayshore, Plat Book 75, Pages 92 & 93, Collier County, Florida. Thel subdivision infrastructure to include water, sewer & drainage are 90% complete. Filling and grading for the roadways and house pads are under construction and 75% complete. The site has been cleared and filled an average of 4 feet above existing grade to achieve the required finished grade of roadways and house pads. Dredging of 1.5 feet has been completed for the water management areas. Three model homes are under construction within the subdivision. All work is in accordance with the approved construction plans. Page 23 of 613 2 3. Pursuant to LDC section 9.04.00, staff shall be guided in their recommendation to the Hearing Examiner, and the Hearing Examiner shall be guided in the determination to approve or deny a variance petition by the criteria (a-h) listed below. Please address the following criteria: a) Are there special conditions and circumstances existing which are peculiar to the location, size and characteristics of the land, structure, or building involved. The site is under construction for the entire subdivision improvements and the (3) three sales models located at 3724 Grove Circle, 3728 Grove Circle and 3862 Grove Circle, Naples, FL 34112. The building permit numbers, respectively, for the 3 models are PRFH20231252382, PRFH20231252389 & PRFH20231252397. There are also pool permits submitted for each of these homes. All permits were issued and construction commenced as permitted. The issue with the height of the entry feature was clearly denoted on the plans with no comments from staff. The issue was discovered during the pool permitting for the pool barrier, which is required to be 48” minimum. b) Are there special conditions and circumstances which do not result from the action of the applicant such as pre-existing conditions relative to the property which is the subject of the variance request. There are special circumstances due to the issuance of building permits and commencement of construction of the homes which included these entry features at the heights shown on the permitted plans. Due to the requirements of the front door feature facing the street in the Bayshore Overlay District, the homes were designed and permitted with this feature with no comments or issue from County Staff. The financial burden to revise the buildings at this stage of construction is too great to overcome at this stage of construction. c) Will a literal interpretation of the provisions of this zoning code work unnecessary and undue hardship on the applicant or create practical difficulties on the applicant. A literal interpretation will create a monetary hardship on the applicant if the homesites cannot be constructed as permitted. The homes are near completion and there is no viable way to alter them to meet the Bayshore Overlay LDC Criteria the front door requirement. d) Will the variance, if granted, be the minimum variance that will make possible the reasonable use of the land, building or structure and which promote standards of health, safety or welfare. If this variance is granted, it is the minimum variance needed to maintain the functional use of the land. There are no impacts to health, safety and welfare for placing this entry feature at the height proposed. This entry feature does provide a level of security for the individual home. All homes will have the same feature, therefore all are protected equally. Page 24 of 613 3 e) Will granting the variance requested confer on the petitioner any special privilege that is denied by these zoning regulations to other lands, buildings, or structures in the same zoning district. The granting of the variance is a special privilege for this site, but had this deficiency been caught during the review phase of the project and subsequent building permits, prior to approvals and issuance of said permits, the homes could have been modified to meet the LDC requirements. This requirement was noted when the applicant submitted for swimming pool permits and the required 48” high pool barrier that was placed along the frontage was noted as a rejection to those permits. At this point, the houses were already under construction and any alterations to meet the height requirements of maximum of 42” and the front door facing the street were not financially feasible nor architecturally attainable due to the stage of construction the houses are at. f) Will granting the variance be in harmony with the intent and purpose of this zoning code, and not be injurious to the neighborhood, or otherwise detrimental to the public welfare. Granting the variance will be in harmony with the intent of and purpose of the zoning code. It will provide a front door facing the street for each home per the overlay district regulations, all homes will have the same component to unify the community, it will provide security and privacy for each home and its pool area along with buffering each home from neighboring uses, it will not be visible from Bayshore Blvd and is internal to the subdivision, and is not detrimental to public welfare. g) Are there natural conditions or physically induced conditions that ameliorate the goals and objectives of the regulation such as natural preserves, lakes, golf course, etc. There are no natural or physically induced conditions that ameliorate the goals and objectives of the regulation. This site is fully developed on all sides of the subdivision with a variety of uses. There are residential units and a church abutting the north property, a man-made lake abutting the east property line, multiple commercial buildings abutting the south property line and an undeveloped commercial parcel within the Grove Bayshore Subdivision abutting the west side of the homes withing the subdivision. All of the residential units will face north or south and face onto the internal roadway with a landscape buffer along the perimeter of the subdivision to buffer the neighboring properties. This entry door and hedge will provide both internal and external privacy to all. h) Will granting the variance be consistent with the Growth Management Plan? The residential zoning for this site is consistent with the Growth Management plan, therefore, the granting of the variance is consistent with the Growth Management Plan. Page 25 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 Collier County—Growth Management Division 2800 North Horseshoe Drive Naples, Florida 34104 RE: Grove Bayshore, Bayshore Blvd, Naples , FL Variance Request—Project Narrative Electronically submitted To Whom It May Concern: Please accept this letter as a request for review and approval for a Variance for the Grove Bayshore Subdivision. The Ap-plicant is seeking a Variance from LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. This is a new platted subdivision of 32 single-family homes called Grove Bayshore. There are 3 structures that are under construction as the model center. The model center is permitted and under construction with this entry feature gate in the permitted plans. All 32 homes will have the common theme of this entry feature gate. The entry features are internal to the overall project and will not be visible from Bayshore Drive. The increase in height for the entry gate feature is necessary to meet the requirements of LDC Sec. 4.02.16.D.3.b. Frontage: The primary entrance for any building must be oriented to the street. Orientation is achieved by the provision of a front façade including an entry door that faces the street or square. This requirement shall not apply to mobile homes or to buildings that are interior to a site that has other buildings that meet this provision. The Entry gate feature is the front door of the units to meet this LDC requirement. All units will have the same entry feature with a vegetative hedge along the frontage of all homes that connect between each entry and provide for privacy and security for each home. This Entry feature is internal to the project and will not be visible from Bayshore Drive. The Entry feature and associated hedge along the frontage of each residential lot will provide privacy and security for each homesite and will provide a buffer from the neighboring properties to the north and south, which is the direction that the facades of each lot will face. This entry feature gate was included in the building permit plans and construction commenced based upon the permitted plan, which were issued with not comments. It was much later discovered that this feature did not meet the height requirements for the Bayshore Overlay District. The issue was discovered during the pool permitting for the pool barrier, which is re-quired to be 48” minimum. Many homes have already been sold with this feature. The site is under construction for the entire subdivision improvements and the (3) three sales models located at 3724 Grove Circle, 3728 Grove Circle and 3862 Grove Circle, Naples, FL 34112. The building permit numbers, respectively, for the 3 models are PRFH20231252382, PRFH20231252389 & PRFH20231252397. There are also pool permits submitted for each of these homes. July 24, 2025 Please call me if you have any questions or need additional information. Sincerely, Page 26 of 613 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 Page 27 of 613 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: Page 28 of 613 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 Page 29 of 613 Page 30 of 613 Page 31 of 613 4 EXHIBIT A LEGAL DESCRIPTION GROVE BAYSHORE VARIANCE PL20250000077 LOTS 1 THROUGH 32, GROVE BAYSHORE AS RECORDED IN PLAT BOOK 75 PAGES 92 AND 93, COLLEIR COUNTY, FLORIDA Page 32 of 613 Page 33 of 613 LOCATION MAPGROVE BAYSHORENORTHPage 34 of 613 Page 35 of 613 REQUESTED VARIANCE DIMENSIONAL STANDARDSPage 36 of 613 Page 37 of 613 Page 38 of 613 20' WIDE ALLEYPROPERTY LINE PROPERTY LINEPRIVACY HEDGE/ 42" HIGH FENCEPRIVACY HEDGE/ FENCEPROPERTY LINEPROPERTY LINEPROPOSED ONE STORY RESIDENCEPRIVACY HEDGE/ FENCEENTRY FEATURE PROPOSEDELEV: +9.0' N.A.V.D.ELEV:+8.5' N.A.V.D.SPLASH POOLELEV:+8.23' N.A.V.D.ELEV:+8.5' N.A.V.D.ELEV:+8.5' N.A.V.D.MODEL A - RIGHT7'-6" SIDE SETBACK7'-6" SIDE SETBACK10'-0" FRONT SETBACK 15'-0" REAR SETBACK EAGLE LOOP ROAD AVERAGE CROWN OF ROAD: +7.9'(VARIANCE REQUEST)PRIVACY HEDGE/ 42" HIGH FENCE 11'-6" MAX.5'-2 1/2"TYPICAL ENTRY FEATURE ELEVATIONREVISIONS GROVE BAYSHORE NAPLES GROVES LOT 113 LLC REQUESTED VARIANCE DIMENSIONAL STANDARDSPage 39 of 613 COPYRIGHT 2022 HARRELL & CO ARCHITECTS ALL RIGHTS RESERVED PROPERTY LINE PROPERTY LINEPRIVACY HEDGE/ 42" HIGH FENCEPROPERTY LINEPROPERTY LINEPROPOSED TWO STORY RESIDENCEPRIVACY HEDGE/ 42" HIGH FENCEELEV: +9.0' N.A.V.D.PRIVACY HEDGE/ FENCEPRIVACY HEDGE/ FENCE20' WIDE ALLEYPROPOSEDELEV:+8.5' N.A.V.D.ELEV:+8.23' N.A.V.D.ELEV:+8.5' N.A.V.D.ELEV:+8.5' N.A.V.D.MODEL B - RIGHT7'-6" SIDE SETBACK7'-6" SIDE SETBACK10'-0" FRONT SETBACK 15'-0" REAR SETBACK EAGLE LOOP ROAD AVERAGE CROWN OF ROAD: +7.9'ENTRY FEATURE (VARIANCE REQUEST)PRIVACY HEDGE/ 42" HIGH FENCE 11'-6" MAX.5'-2 1/2"TYPICAL ENTRY FEATURE ELEVATIONREVISIONS GROVE BAYSHORE NAPLES GROVES LOT 113 LLC REQUESTED VARIANCE DIMENSIONAL STANDARDSPage 40 of 613 20' WIDE ALLEYPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE PROPOSED TWO STORY RESIDENCEPROPOSEDCOPYRIGHT 2022 HARRELL & CO ARCHITECTSALL RIGHTS RESERVEDPRIVACY HEDGE/ FENCEPRIVACY HEDGE/ FENCEPRIVACY HEDGE/ FENCEELEV: +9.0' N.A.V.D.ELEV:+8.23' N.A.V.D.ELEV:+8.5' N.A.V.D.ELEV:+8.5' N.A.V.D.ELEV:+8.5' N.A.V.D.EAGLE LOOP ROAD MODEL C2 - LEFT7'-6" SIDE SETBACK7'-6" SIDE SETBACK10'-0" FRONT SETBACK 15'-0" REAR SETBACK AVERAGE CROWN OF ROAD: +7.9'ENTRY FEATURE (VARIANCE REQUEST)PRIVACY HEDGE/ 42" HIGH FENCE PRIVACY HEDGE/ 42" HIGH FENCE11'-6" MAX.5'-2 1/2"TYPICAL ENTRY FEATURE ELEVATIONREVISIONS GROVE BAYSHORE NAPLES GROVES LOT 113 LLC REQUESTED VARIANCE DIMENSIONAL STANDARDSPage 41 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 Collier County—Growth Management Division 2800 North Horseshoe Drive Naples, Florida 34104 RE: Grove Bayshore, Bayshore Blvd, Naples , FL Historical Survey Waiver Request Electronically submitted To Whom It May Concern: Please accept this letter as a request for an exemption for a Historical Survey. This property was platted on January 3, 2025. The construction plans for the subdivision was approved November 15, 2023 and con-struction commenced in early 2024. There were no historical items found on this property at that time. The homesite and roadways are cleared and all subdivision improvements are complete and the model center is under construction. Please call me if you have any questions or additional information needed. Sincerely, July 24, 2025 Page 42 of 613 Waiver of History Survey Application (HDW) 4/08/24 Page 1 of 5 Planning and Zoning Division • 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 www.colliercountyfl.gov/ Need Help? GMCD Public Portal Online Payment Guide E-Permitting Guides SUBMITTAL DATE: _______________ ASSIGNED PLANNER: _________________________ PETITION NUMBER ASSOCIATED WITH WAIVER:__________________________________ PROJECT NAME: ____________________________________________________________ LOCATION: (Common Description) _____________________________________________ _________________________________________________________________________ _________________________________________________________________________ SUMMARY OF WAIVER REQUEST: _____________________________________________ _________________________________________________________________________ (Properties located within an area of Historical and Archaeological Probability but with a low potential for historical/archaeological sites may petition the Growth Management Community Development to waive the requirement for a Historical/Archaeological Survey and Assessment. Once the waiver application has been submitted, it shall be reviewed and acted upon within five (5) working days. The waiver request shall adequately demonstrate that the area has low potential for historical/archaeological sites.) WAIVER APPLICATION FROM REQUIRED HISTORICAL AND ARCHAEOLOGICAL SURVEY AND ASSESSMENT LDC Subsection 2.03.07 E 2.j. Page 43 of 613 Waiver of History Survey Application (HDW) 4/08/24 Page 2 of 5 Name of Property Owner(s): __________________________________________________ Name of Applicant if different than owner: _____________________________________ Address: ________________ City: __________________ State: ______ ZIP: ____________ Telephone: ________________Cell:________________ E-Mail Address: ________________________________ Name of Agent: _____________________________________________________________ Firm: ________________ Address: ________________ City: __________________ State: ______ ZIP: ____________ Telephone: ________________Cell:_________________ E-Mail Address: ________________________________ Property I.D. Number _____________________________________ Section/Township/Range: / / Subdivision:____________________________________ Block:________ Lot:_________ Plat Book___________ Page # ____________ Metes & Bounds Description: ________________________________________________ __________________________________________________________________________ If the applicant includes multiple contiguous parcels, the legal description may describe the perimeter boundary of the total area, and need not describe each individual parcel, except where different zoning requests are made on individual parcels. A boundary sketch is also required. Collier County has the right to reject any legal description, which is not sufficiently detailed so as to locate said property, and may require a certified survey or boundary sketch to be submitted. LEGAL DESCRIPTION APPLICANT CONTACT INFORMATION Page 44 of 613 Waiver of History Survey Application (HDW) 4/08/24 Page 3 of 5 Size of Property:________ft. x ___________ft. Total Sq. ft. _________ Acres________ Width Along Roadway: ______________________ Depth:__________________________ Present Zoning Classification:_______________________________________ __________ Present Use of Property: _____________________________________________________ REQUIREMENTS REQUIRED NOT REQUIRED Cover Letter with narrative statement detailing the reason for the waiver request Completed application with required attachments (download latest version) Affidavit of Authorization, signed and notarized Property Ownership Disclosure Form Current aerial photographs (available from Property Appraiser) with project boundary and, if vegetated, FLUCFCS Codes with legend included on aerial. Any other conditions in previously approved development order(s). Other: PROPERTY INFORMATION AND REQUIREMENTS Page 45 of 613 Waiver of History Survey Application (HDW) 4/08/24 Page 4 of 5 Note: This provision is to cover instances in which it is obvious that any archaeological or historic resource that may have existed has been destroyed. Examples would be evidence that a major building has been constructed on the site or that an area has been excavated. A. Waiver Request Justification. 1. Interpretation of Aerial Photograph _________________________________ 2. Historical Land Use Description: ___________________________________ 3. Land, cover, formation and vegetation description: _____________________ 4. Other: ________________________________________________________ B. The County Manager or designee may deny a waiver, grant the waiver, or grant the waiver with conditions. He shall be authorized to require examination of the site by an accredited archaeologist where deemed appropriate. The applicant shall bear the cost of such evaluation by an independent accredited archaeologist. The decision of the County Manager or designee regarding the waiver request shall be provided to the applicant in writing. In the event of a denial of the waiver request, written notice shall be provided stating the reasons for such denial. Any party aggrieved by a decision of the County Manager or designee regarding a waiver request may appeal to the Preservation Board. Any party aggrieved by a decision of the Preservation Board regarding a waiver request may appeal that decision to the Board of County Commissioners. WAIVER CRITERIA Page 46 of 613 Waiver of History Survey Application (HDW) 4/08/24 Page 5 of 5 A. The applicant shall be responsible for the accuracy and completeness of this application. Any time delays or additional expenses necessitated due to the submittal of inaccurate or incomplete information shall be the responsibility of the applicant. B. All information submitted with the application becomes a part of the public record and shall be a permanent part of the file. C. All attachments and exhibits submitted shall be of a size that will fit or conveniently fold to fit into a legal size (8 ½” x 14”) folder. ______________________________ Signature of Applicant or Agent ______________________________ Printed Name of Applicant or Agent TO BE COMPLETED BY THE COMMUNITY DEVELOPMENT SERVICES DIVISION- The County Manager or designee has made the following determination: Approved on: _____________ By:___________________________________ Approved with Conditions on: ____________By: __________________________________ (see attached) Denied on: _______________ By: __________________________________ (see attached) CERTIFICATION NOTICE OF DECISION Page 47 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Fax: 866-720-4823 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 Collier County—Growth Management Division 2800 North Horseshoe Drive Naples, Florida 34104 RE: Grove Bayshore, Bayshore Blvd, Naples , FL Environmental Data Requirement – Exemption Justification Electronically submitted To Whom It May Concern: Please accept this letter as a request for an exemption from the Environmental Data Requirement. This site was permitted for developed in November of 2023 per PL20210002029 and was cleared per this permit for the develop-ment. The site mas maintained the preserve area required in the eastern portion of the project. The Variance is for an architectural component of the residential lots and does not propose to modify and required improvements for the subdivision. Please call me if you have any questions or need additional information. Sincerely, July 24, 2025 Page 48 of 613 Page 49 of 613 Page 50 of 613 Page 51 of 613 Page 52 of 613 Page 53 of 613 Page 54 of 613 Page 55 of 613 Page 56 of 613 Page 57 of 613 Page 58 of 613 Page 59 of 613 Page 60 of 613 Page 61 of 613 Page 62 of 613 Page 63 of 613 Page 64 of 613 Page 65 of 613 Page 66 of 613 Page 67 of 613 Page 68 of 613 Page 69 of 613 Page 70 of 613 Page 71 of 613 Addressing Checklist 6/14/2024 Page 1 of 2 Growth Management Community Development • Operations & Regulatory Management 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 • www.colliercountyfl.gov/ Addressing Checklist GMCD Public Portal Land Development Code Administrative Code Please complete the following and upload via the CityView Portal with your submittal. Items marked with a *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. *Name of Owner/Agent: Firm [if agent]: *Address:*City:*State:*ZIP: *Telephone: Cell: Fax: *E-Mail Address: *Folio (Property ID) Number(s) of the subject property or properties [Attach list if necessary]: *Legal Description of subject property or properties [Attach list if necessary]: Applicant Contact Information Location Information GINA GREEN GINA GREEN 3310 1st Avenue NW Naples FL 34120 (239) 348-0500 ggreeneng@aol.com 61841080008 - parent parcel. See attached list for Lots 1 through 32. Lots 1 through 32, Grove Bayshore Plat Book 75 pages 92 & 93 Street Address(es) where applicable, if already assigned: See attached List for Lots 1 through 32. 239-229-6238 Page 72 of 613 Collier County Addressing Checklist 6/14/2024 Page 2 of 2 Growth Management Community Development • Operations & Regulatory Management 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 • www.colliercountyfl.gov/ 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 of project name and/or street name may be requested by contacting us at GMD_Addressing@colliercountyfl.gov or 239-252-2482 prior to your submittal. Latest Approved Project Number [e.g., SDP-94-##, PPL-2002-AR-####, PL2017000####] Additional documents may be attached to this form and can include. Checkmark the items included with this application: Requirements for Review:Required: 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.܆ Project Information Submittal Requirement Checklist The completed application, all required submittal materials, and fees shall be submitted to: Growth Management Community Development Department | GMCD Portal: https://cvportal.colliercountyfl.gov/cityviewweb Questions? Email:Front.Desk@colliercountyfl.gov Current Project Name: GROVE BAYSHORE Proposed Project Name: GROVE BAYSHORE Proposed Street Name: GROVE CIRCLE PL20240012882 - Plat Recording Page 73 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet 2600 BARRETT LLC 12795 Hunters Ridge Dr Bonita Springs, FL 34135-3431 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 74 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet Graciliano Vanegas 2986 BarreƩ Ave Naples, FL 34112 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 75 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet Richard & Sandra Desnoyers PO Box 8178 Naples, FL 34101-8178 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 76 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet CSMA FT LLC %FirstKeys Homes 600 Galleria PKWY #300 Atlanta, GA 30339 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 77 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet Alexander Pozsonyi Dorqui Becerra 3100 BarreƩ Ave #A Naples, FL 34112 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 78 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet Gerlande Desir LLC 3132 BarreƩ Ave Naples, FL 34112 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 79 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet Philadelphia BapƟst Church of Naples, Inc 3170 BarreƩ Ave Naples, FL 34112-4461 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 80 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet Jeffrey & Denys Malay 3168 BarreƩ Ave Naples, FL 34112 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 81 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet Naples Grove Lot 113 LLC 2400 Davis Blvd #101 Naples, FL 34104 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 82 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet Heritage Property Holdings LLC 3561 Plover Ave Naples, FL 34117 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 83 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet 3209 Van Buren LLC 5000 S Central Ave Chicago, IL 60638 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 84 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet Van Buren Center LLC 1895 E Gordon DR Naples, FL 34102-7579 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 85 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet Van Buren Center II LLC 3185 Van Buren Ave Naples, FL 34112-4405 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 86 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet Connell & Company Inc 6074 Westbourgh DR Naples, FL 34112-5501 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 87 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet Thomas B & Lynn M Tucker 1320 Hernando St Naples, FL 34103-3251 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 88 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet BNM Van Buren LLC 14813 Fripp Island Court Naples, FL 34119 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 89 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet Vangoenner LLC 2286 Tamiami Trail East Naples, FL 34112 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 90 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet Ricol Holdings LLC 2610 64th St SW Suite B Naples, FL 34105 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 91 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet Florida Conference of Seventh-Day AdvenƟsts 351 South State Road 434 Altamonte Springs, FL 32714 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 92 of 613 GINA R. GREEN, P.A. PROFESSIONAL CIVIL ENGINEER Phone: 239-348-0500 Mobile: 239-229-6238 Email: ggreeneng@aol.com 3310 1st Avenue NW Naples, Florida 34120 NoƟﬁcaƟon of Variance to Property Owners and AssociaƟons within 150 feet Samuel & Kasthia H Aleman 3811 7th Ave SW Naples, FL 34117 Dear Property Owner: Please be advised that the sender has made a formal applicaƟon to Collier County for a variance from the requirements of the zon- ing regulaƟons as they apply to the following described property: Grove Bayshore Plat (see aƩached list of addresses) It is our intent to ask the County to allow us to request for variances from dimensional requirements on each private home site of LDC Sec. 4.02.16.C.2.e.i to increase the height of the proposed entry feature gate from 42” to 11’-6”. The request is for the property located in the Grove Bayshore Subdivision, Plat Book 75 Pages 92 & 93 in SecƟon 14, Township 50 South, Range 25 East, Collier County, Florida. [PL20250000077}. In order to provide you an opportunity to become fully aware of our intenƟon, we may contact you within the next couple days or you may choose to directly telephone the sender for further informaƟon. In any event, please be advised that we are interested in assuring you that our request should not adversely affect your property interest. January 12, 2026 Sincerely, Gina R. Green, P.E. 3310 1st Avenue NW Naples, FL 34120 239-348-0500 Page 93 of 613 1OBJECTIDFOLIO NAME1 NAME2 NAME3 LEGAL1 LEGAL2ECTIOWNSHRANGEBLOCKBLDGLOTUNIT NAME6164510640006 2960 BARRETT LLC 12795 HUNTERS RIDGE DROAK RIDGE MANOR LOT 2014 50 25 20 BONITA SPRINGS, FL 34135-3431264510680008VANEGAS, GRACILIANO 2986 BARRETT AVE OAK RIDGE MANOR LOT 21 + W1/2 LOT 2214 50 25 21 + W1/2 22 NAPLES FL 34112364510720007VANEGAS, GRACILIANO 2986 BARRETT AVE OAK RIDGE MANOR E1/2 LOT 22 +ALL LOT 2314 50 25 E1/2 22 +LOT 23 NAPLES FL 34112464510760009DESNOYERS, RICHARD & SANDRA PO BOX 8178 OAK RIDGE MANOR LOTS 24 + 25 OR 1112 PG 1823 14 50 25 LOTS 24 + 25 NAPLES FL 34101-8178564510800008DESNOYERS, RICHARD & SANDRA PO BOX 8178 OAK RIDGE MANOR LOTS 26 + 27 OR 1112 PG 1823 14 50 25 LOTS 26 + 27 NAPLES FL 34101-8178664510840000CSMA FT LLC % FIRSTKEY HOMES 600 GALLERIA PKWY #300 OAK RIDGE MANOR LOT 28 OR 1945 PG 145 14 50 25 LOT 28 ATLANTA, GA 30339764510920001POZSONYI, ALEXANDER DORQUI BECERRA 3100 BARRETT AVE #A OAK RIDGE MANOR LOTS 29-3114 50 25 LOTS 29-31 NAPLES, FL 34112864511000001GERLANDE DESIR LLC 3132 BARRETT AVE OAK RIDGE MANOR LOT 3214 50 25 LOT 32 NAPLES, FL 34112964511040003PHILADELPHIA BAPTIST CHURCH OF NAPLES INC3170 BARRETT AVE OAK RIDGE MANOR LOTS 33 + 3414 50 25 LOTS 33 + 34 NAPLES, FL 34112-44611064511080005MALAY, JEFFREY & DENYS 3168 BARRETT AVE OAK RIDGE MANOR LOT 35 OR 1946 PG 855 14 50 25 LOT 35 NAPLES, FL 341121164511120004PHILADELPHIA BAPTIST CHURCH OF NAPLES INC3170 BARRETT AVE OAK RIDGE MANOR BLK A, S 135FT UNDIV BLK A LESS R/W DESC IN 578 PG 394 OR 1713 PG 1128 14 50 25 BLK A BLK A S 135 BLKA NAPLES, FL 34112-44611247827000123NAPLES GROVE LOT 113 LLC 2400 DAVIS BLVD #101 GROVE BAYSHORE TRACT D-314 50 25 TRACT D-3 NAPLES, FL 341041347827000068NAPLES GROVE LOT 113 LLC 2400 DAVIS BLVD #101 GROVE BAYSHORE TRACT C14 50 25 TRACT C NAPLES, FL 341041447827000149NAPLES GROVE LOT 113 LLC 2400 DAVIS BLVD #101 GROVE BAYSHORE TRACT D-414 50 25 TRACT D-4 NAPLES, FL 341041552700960100HERITAGE PROPERTY HOLDINGS LLC 3561 PLOVER AVE KELLY PLAZA LOTS 28 AND 2914 50 25 LOTS 28 AND 29 NAPLES, FL 3411716527009602073209 VAN BUREN LLC 5000 S CENTRAL AVE KELLY PLAZA LOTS 30 AND 3114 50 25 LOTS 30 AND 31 CHICAGO, IL 606381752700960304VAN BUREN CENTER LLC 1895 E GORDON DR KELLY PLAZA LOTS 32 AND 3314 50 25 LOTS 32 AND 33 NAPLES, FL 34102-75791852700960401VAN BUREN CENTER II LLC 3185 VAN BUREN AVE KELLY PLAZA LOTS 34 AND 35 OR 1863 PG 445 14 50 25 LOTS 34 AND 35 NAPLES, FL 34112-44051952701000001CONNELL & COMPANY INC 6074 WESTBOURGH DR KELLY PLAZA LOTS 36-3914 50 25 LOTS 36-39 NAPLES, FL 34112-55012052701040003TUCKER, THOMAS B & LYNN M 1320 HERNANDO ST KELLY PLAZA LOT 40 OR 1348 PG 1053 14 50 25 LOT 40 NAPLES, FL 34103-32512152701080005BNM VAN BUREN LLC 14813 FRIPP ISLAND COURT KELLY PLAZA LOTS 41 + 4214 50 25 LOTS 41 + 42 NAPLES, FL 341192252701120004VANGOENNER LLC 2286 TAMIAMI TRAIL EAST KELLY PLAZA LOT 43 OR 1947 PG 693 14 50 25 LOT 43 NAPLES, FL 341122352701160006RICOL HOLDINGS LLC 2610 64TH ST SW STE B KELLY PLAZA LOT 44 OR 1947 PG 694 14 50 25 LOT 44 NAPLES, FL 341052452701200005FLORIDA CONFERENCE OF SEVENTH-DAY ADVENTISTS 351 SOUTH STATE ROAD 434 KELLY PLAZA LOTS 45-49 OR 1957 PG 102 14 50 25 LOTS 45-49 ALTAMONTE SPRINGS, FL 327142552701280009ALEMAN, SAMUEL & KASTHIA H 3811 7TH AVE SW KELLY PLAZA LOTS 50-5514 50 25 LOTS 50-55 NAPLES, FL 341172647827000165NAPLES GROVE LOT 113 LLC 2400 DAVIS BLVD #101 GROVE BAYSHORE TRACT E14 50 25 TRACT E NAPLES, FL 341042747827000042NAPLES GROVE LOT 113 LLC 2400 DAVIS BLVD #101 GROVE BAYSHORE TRACT B14 50 25 TRACT B NAPLES, FL 341042847827000181NAPLES GROVE LOT 113 LLC 2400 DAVIS BLVD #101 GROVE BAYSHORE TRACT R-214 50 25 TRACT R-2 NAPLES, FL 341042947827000084NAPLES GROVE LOT 113 LLC 2400 DAVIS BLVD #101 GROVE BAYSHORE TRACT D-114 50 25 TRACT D-1 NAPLES, FL 341043047827000107NAPLES GROVE LOT 113 LLC 2400 DAVIS BLVD #101 GROVE BAYSHORE TRACT D-214 50 25 TRACT D-2 NAPLES, FL 34104POList_150Page 94 of 613 Page 95 of 613 REQUESTED VARIANCE DIMENSIONAL STANDARDSPage 96 of 613 20' WIDE ALLEYPROPERTY LINE PROPERTY LINEPRIVACY HEDGE/ 42" HIGH FENCEPRIVACY HEDGE/ FENCEPROPERTY LINEPROPERTY LINEPROPOSED ONE STORY RESIDENCEPRIVACY HEDGE/ FENCEENTRY FEATURE PROPOSEDELEV: +9.0' N.A.V.D.ELEV:+8.5' N.A.V.D.SPLASH POOLELEV:+8.23' N.A.V.D.ELEV:+8.5' N.A.V.D.ELEV:+8.5' N.A.V.D.MODEL A - RIGHT7'-6" SIDE SETBACK7'-6" SIDE SETBACK10'-0" FRONT SETBACK 15'-0" REAR SETBACK EAGLE LOOP ROAD AVERAGE CROWN OF ROAD: +7.9'(VARIANCE REQUEST)PRIVACY HEDGE/ 42" HIGH FENCE 11'-6" MAX.5'-2 1/2"TYPICAL ENTRY FEATURE ELEVATIONREVISIONS GROVE BAYSHORE NAPLES GROVES LOT 113 LLC REQUESTED VARIANCE DIMENSIONAL STANDARDSPage 97 of 613 COPYRIGHT 2022 HARRELL & CO ARCHITECTS ALL RIGHTS RESERVED PROPERTY LINE PROPERTY LINEPRIVACY HEDGE/ 42" HIGH FENCEPROPERTY LINEPROPERTY LINEPROPOSED TWO STORY RESIDENCEPRIVACY HEDGE/ 42" HIGH FENCEELEV: +9.0' N.A.V.D.PRIVACY HEDGE/ FENCEPRIVACY HEDGE/ FENCE20' WIDE ALLEYPROPOSEDELEV:+8.5' N.A.V.D.ELEV:+8.23' N.A.V.D.ELEV:+8.5' N.A.V.D.ELEV:+8.5' N.A.V.D.MODEL B - RIGHT7'-6" SIDE SETBACK7'-6" SIDE SETBACK10'-0" FRONT SETBACK 15'-0" REAR SETBACK EAGLE LOOP ROAD AVERAGE CROWN OF ROAD: +7.9'ENTRY FEATURE (VARIANCE REQUEST)PRIVACY HEDGE/ 42" HIGH FENCE 11'-6" MAX.5'-2 1/2"TYPICAL ENTRY FEATURE ELEVATIONREVISIONS GROVE BAYSHORE NAPLES GROVES LOT 113 LLC REQUESTED VARIANCE DIMENSIONAL STANDARDSPage 98 of 613 20' WIDE ALLEYPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE PROPOSED TWO STORY RESIDENCEPROPOSEDCOPYRIGHT 2022 HARRELL & CO ARCHITECTSALL RIGHTS RESERVEDPRIVACY HEDGE/ FENCEPRIVACY HEDGE/ FENCEPRIVACY HEDGE/ FENCEELEV: +9.0' N.A.V.D.ELEV:+8.23' N.A.V.D.ELEV:+8.5' N.A.V.D.ELEV:+8.5' N.A.V.D.ELEV:+8.5' N.A.V.D.EAGLE LOOP ROAD MODEL C2 - LEFT7'-6" SIDE SETBACK7'-6" SIDE SETBACK10'-0" FRONT SETBACK 15'-0" REAR SETBACK AVERAGE CROWN OF ROAD: +7.9'ENTRY FEATURE (VARIANCE REQUEST)PRIVACY HEDGE/ 42" HIGH FENCE PRIVACY HEDGE/ 42" HIGH FENCE11'-6" MAX.5'-2 1/2"TYPICAL ENTRY FEATURE ELEVATIONREVISIONS GROVE BAYSHORE NAPLES GROVES LOT 113 LLC REQUESTED VARIANCE DIMENSIONAL STANDARDSPage 99 of 613 Page 100 of 613 Page 101 of 613 Page 102 of 613 Page 103 of 613 Page 104 of 613 Page 105 of 613 3/13/2026 Item # 3.B ID# 2026-462 PETITION NO. PL20250005725 BD - MYERS DOCK -1817 Gordon River Ln- Request for a 12-foot boat dock extension from the maximum permitted protrusion of 20 feet allowed by Section 5.03.06.E.1 of the Collier County Land Development Code (LDC) for waterways 100 feet or greater in width, to allow a boat docking facility protruding a total of 32 feet into a waterway that is 118-120 feet wide, pursuant to LDC Section 5.03.06.H. The subject property is located at 1817 Gordon River Lane and is further described as Lot 8, Nature Pointe, in Section 35, Township 49 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Planner III] Commissioner District 4 ATTACHMENTS: 1. Staff Report 02172026 2. Attachment A - Proposed Dock and Site Plans 3. Attachment B - Map of Specific Purpose Survey 4. Attachment C - PLAT - Nature Pointe-PB20_PG20-21 5. Attachment D - Applicant's Backup, Application and Supporting Documents 6. Attachment E - Public Hearing Sign Posting 02242026 7. Attachment F - Publication Confirmation Page 106 of 613 BD-PL20250005725 – 1817 Gordon River Ln Page 1 of 8 February 17, 2026 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: ZONING DIVISION – ZONING SERVICES SECTION GROWTH MANAGEMENT COMMUNITY DEVELOPMENT DEPARTMENT HEARING DATE: MARCH 13, 2026 SUBJECT: BD-PL20250005725, 1817 GORDON RIVER LANE – MYERS DOCK _________________________________________________________________________ PROPERTY OWNER/APPLICANT: AGENT: Tim and Maria Myers Jeff Rogers 1843 Gordon River Ln. Turrell, Hall & Associates, Inc. Naples, FL 34104 3584 Exchange Ave. Naples, FL 34104 REQUESTED ACTION: The petitioner requests that the Hearing Examiner approve a 12-foot boat dock extension from the maximum permitted protrusion of 20 feet allowed by Section 5.03.06.E.1 of the Collier County Land Development Code (LDC) for waterways 100 feet or greater in width, to allow a new boat docking facility protruding a total of 32 feet into a waterway that is 120 feet wide, pursuant to LDC Section 5.03.06.H. GEOGRAPHIC LOCATION: The subject property is located at 1817 Gordon River Lane, further described as Lot 8, Nature Pointe, according to the map or plat thereof, as recorded in Plat Book 20, Pages 20 through 22, inclusive, Public Records of Collier County, Florida, in Section 35, Township 49 South, Range 25 East. Collier County, Florida. (See location map on the following page) PURPOSE/DESCRIPTION OF PROJECT: The subject property is located within a residential component of the River Reach Planned Unit Development (PUD), Ordinance 85-71, as amended. The PUD document references private docks only as an allowable accessory use in conjunction with a single-family residence; therefore, setbacks default to the Land Development Code (LDC), Ordinance 04-41, as amended. Said property is improved with a single-family dwelling, comprises 0.24 acres, and has 89 feet of waterfrontage. The subject property is located at the northern end of the Gordon River, and the opposite shoreline is located (Continued on Page 3) Page 107 of 613 BD-PL20250005725 – 1817 Gordon River Ln Page 2 of 8 February 17, 2026 Location Map SURROUNDING LAND USE & ZONING: North: Single-family dwelling within Tract M-1 of the River Reach PUD East: Gordon River Lane (Right-of-Way) then Tract P (Park)/Preserve area located within the River Reach PUD South: Single-family dwelling within Tract M-1 of the River Reach PUD West: Golden Gate Canal, located within an Agricultural (A) Zoning District, followed by the Gordon River Greenway that is located within a Public (P) Zoning District. Page 108 of 613 BD-PL20250005725 – 1817 Gordon River Ln Page 3 of 8 February 17, 2026 Aerial – Collier County GIS Purpose/Description of Project (Continued, from page 1) within a Conservation Easement. This portion of the Gordon River is located within a Drainage Easement that allows for docks that are not to exceed 25 percent of the width of the waterway. The subject waterway measures 120 feet, MHWL to MHWL, at this location. It has been determined that the property line is landward of the MHWL, which is therefore the most restrictive point for the measurement of protrusion; however, as proposed, the dock will protrude 30 feet from the MHWL or 25 percent of the waterway. As the property's waterfront width is 89 feet, side/riparian setbacks are 15 feet and will be maintained. Page 109 of 613 BD-PL20250005725 – 1817 Gordon River Ln Page 4 of 8 February 17, 2026 ENVIRONMENTAL EVALUATION: Environmental Planning Staff has reviewed this petition and has no objection to the granting of this request. The property is located along the northern end of the Gordon River. The proposed Boat Dock Extension will replace an existing docking facility and will be constructed waterward of the existing riprap shoreline. A submerged resources survey provided by the applicant found mangrove fringe on the opposite shoreline, which is naturally vegetated. No seagrasses were observed growing within 200 feet of the proposed project (Submerged Resource Survey Page 8 of 10). There are no mangroves nor seagrasses present within the proposed dock footprint. No other submerged resources were found in the submerged resources survey. This project does not require an Environmental Advisory Council Board (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.) Criterion met. The subject property is located within the residential development area of a Planned Unit Development (PUD). Section 2.03.B.1 specifically calls out private boat docks as a permitted accessory use to single-family dwellings; however, no development criteria are provided, therefore, we default to the LDC. LDC Section 5.03.06.H.1.a states that the typical number of slips for single-family use should be no more than two. The proposed docking facility consists of installing one boatlift to accommodate a 30-foot LOA vessel and a second platform boatlift for 2 Personal Watercraft (PWCs). 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 docking facility is necessary due to the existing on-site water depth conditions, which are shallow due to the rip-rap shoreline design. The depths are sufficient just outside the allowed 20-foot protrusion line, which is what is driving the proposed dock design. The overall proposed dock protrusion is consistent with the existing dock’s protrusion, just with a different layout to provide better overall Page 110 of 613 BD-PL20250005725 – 1817 Gordon River Ln Page 5 of 8 February 17, 2026 access to the proposed slip, ensuring access to the slip at all tide levels.” Zoning 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 applicant’s agent states: “The proposed docking facility protrusion is consistent with the existing dock on-site and other docks along the subject and adjacent waterways. As proposed, the dock and boatlifts will not create new impacts on navigation within the subject waterway, nor will it alter the existing ingress/egress to both adjacent neighboring docks. The subject waterway is unmarked; therefore, the entire waterway provides safe navigation between the docking facilities and the adjacent shoreline. It is our opinion, as proposed, that there are no new impacts to existing navigation, as there are other more restrictive points all passing vessels must navigate along the subject waterway south.” Zoning staff concurs. 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 not met. The applicant’s agent states: “The approximate waterway width is 120 feet from MHWL to MHWL. The proposed dock protrusion is 32 feet from the most restrictive point, that being the property line on the north end of the property. As proposed, the dock will only protrude 30 feet from the MHWL; therefore, it will be just under the allowed 25% width of the waterway.” Zoning staff concurs. 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.) Criterion met. The applicant’s agent states: “The proposed docking facility design is consistent with the existing docking facility and other neighboring docks on this waterway. As proposed, the dock will be within the allowed buildable area by providing the required setbacks, and therefore, as proposed, there will not be any new impacts nor interference to either adjacent docking facility.” Zoning staff concurs. 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 the type of shoreline reinforcement, shoreline configuration, mangrove growth, or seagrass beds.) Criterion met. The applicant’s agent states: “The subject property shoreline consists of a steep rip-rap shoreline that extends out below the MHWL, which then requires the dock and associated slips to extend out past. Additionally, with two adjacent docking facilities, a more Page 111 of 613 BD-PL20250005725 – 1817 Gordon River Ln Page 6 of 8 February 17, 2026 parallel dock/slip layout would result in tough ingress/egress conditions for any proposed boat slip closer to the shoreline; therefore, a BDE is the best option.” Zoning staff concurs. 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 designed to provide sufficient deck area for routine maintenance, safe access, as well as recreational activities. The deck area on the north and western side of the dock could be considered excessive; however, the overall open deck area is necessary to still provide sufficient area for safe access to the PWCs and other recreational activities for access down to the water with kayaks and/or paddleboards.” Staff concurs. 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.) Criterion met. The subject property has 89 feet of water/canal frontage, and the proposed dock facility has been designed to moor a single 30-foot vessel and two 12-foot PWCs to be moored side-by-side. Staff typically counts only one PWC when stored side by side; watercraft will occupy 42 feet (30’ + 12’) or 47.19% of said waterfrontage. 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.) Criterion met. The applicant’s agent states: “The existing on-site conditions consist of a dock with a boatlift, which are all proposed to be replaced upon approval, but in a slightly different configuration. Additionally, as proposed, the dock has been designed to be constructed within the designated side yard setbacks and is consistent with the other existing boat docks along the subject waterway. Based on this and the fact that this is a boating community, it’s our opinion that there are no new impacts to either adjacent property owners’ current view.” Zoning staff concurs. 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 or 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 is not applicable. Criterion not applicable. The provisions of the Collier County Manatee Protection Plan do not apply to single-family dock facilities except for those within the seawalled basin of Port of the Islands; the subject property is not located within Port of the Islands. Page 112 of 613 BD-PL20250005725 – 1817 Gordon River Ln Page 7 of 8 February 17, 2026 Staff analysis finds this request complies with four of the five primary criteria. With respect to the six secondary criteria, one of the criteria is found to be not applicable, and the request meets the remaining five. CONCURRENT LAND USE APPLICATIONS: None. APPEAL OF BOAT DOCK EXTENSION: As to any boat dock extension petition upon which the Hearing Examiner takes action, an aggrieved party 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 proceeds with construction at his/her own risk during this 30-day period. Any construction work completed before the authorization is granted shall be at their own risk. STAFF RECOMMENDATION: Based on the above findings, staff recommends that the Hearing Examiner APPROVE Petition BDE- PL20250005725, to allow for the replacement of the existing dock facility with one that will protrude up to 32 feet into the waterway and is consistent with the Proposed Site and Dock Plans contained within Attachment A. Attachments: A) Proposed Site and Dock Plans B) Map of Specific Purpose Survey C) Plat – Nature Pointe – PB20_PG20-21 D) Applicant’s Backup – Application and Supporting Documents E) Public Hearing Sign Posting F) Publication Confirmation Page 113 of 613 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 26.164964<> LONGITUDE:W -81.782627SITE ADDRESS:<> 1817 GORDON RIVER LN NAPLES, FL 34104Turrell, 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg LOCATION MAP 2/16/2026THESE 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. 5875JRRMJ03-27-2524030RMJ35251817 GORDON RIVER LNLOCATION MAP49----07-16-25----JR----SHEETS 3-7----01 OF 10COLLIER COUNTYCOLLIER COUNTYGULF OF AMERICA8588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTYPage 114 of 613 NESW0100200400SCALE 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg 1952 HISTORIC AERIAL 2/16/2026THESE 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. 5875JRRMJ03-27-2524030-35251817 GORDON RIVER LN1952 HISTORIC AERIAL49-------------------02 OF 10SUBJECTPROPERTYPage 115 of 613 NESW051020SCALE IN FEETSITE ADDRESS:,1817 GORDON RIVER LNNAPLESFL34104·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:"COURT GREGORY"04-26-24-1.70'+0.38'89'858120'RIPARIANLINERIPARIANLINEMHWL = +0.38'NAVD88MLWL = -1.7'NAVD88EXISTINGRIPRAPEXISTING DOCKAND LIFT TO BEREMOVEDRIPARIANSETBACKLINE15'15'59'30' 30'Turrell, 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg EXISTING CONDITIONS 2/16/2026THESE 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. 5875JRRMJ03-27-2524030RMJ35251817 GORDON RIVER LNEXISTING CONDITIONS49----08-13-25----JR----REVISED LABEL----03 OF 10BRICK /RETAINING WALL30'Page 116 of 613 NESW051020SCALE IN FEETSITE ADDRESS:,1817 GORDON RIVER LNNAPLESFL34104RIPARIANLINERIPARIANLINEAPPROXIMATE ACCESS LOCATION TOLINE UP WITH SCREEN DOORMHWL = +0.38'NAVD88EXISTINGRIPRAPRIPARIANSETBACKLINE15'15'NEW FIXEDDOCKNEW BOATLIFTNEW BOATLIFT28'24'16'16'16'12'12' 1 2 '12'31'32'STAIRSDOWN17'9'5'27'2'BB07PILE COUNTTYPESIZEQUANTITYWOOD PILE10"32WOOD PILE12"8PILES IN WATER IMPACTS = 19 SF (QTY:31)Turrell, 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg PROPOSED DOCK- DIMENSIONS 2/16/2026THESE 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. 5875JRRMJ03-27-2524030RMJ35251817 GORDON RIVER LNPROPOSED DOCK- DIMENSIONS49----08-13-25----JR----REVISED DOCK----04 OF 10AA064'29'26'4'30'30'·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 PROPERTY LINE:"COURT GREGORY"04-26-24-1.70'+0.38'89'858120'82182132'27'Page 117 of 613 -2.3-5.10.10.6-2.3-5.7-2.9-1.2-2.2-0.6-4.5-3.40.5-4.7-6.7-2.9-2.2-7.1-3.6-3.6-3.1-1.1-0.6-5.3NESW051020SCALE IN FEETSITE ADDRESS:,1817 GORDON RIVER LNNAPLESFL34104RIPARIANLINERIPARIANLINEMHWL = +0.38'NAVD88EXISTINGRIPRAPRIPARIANSETBACKLINENEW FIXEDDOCKNEW BOATLIFTNEW BOATLIFTSTAIRSDOWNAPPROXIMATE ACCESS LOCATION TOLINE UP WITH SCREEN DOORTurrell, 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg PROPOSED DOCK- DEPTHS 2/16/2026THESE 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. 5875JRRMJ03-27-2524030RMJ35251817 GORDON RIVER LNPROPOSED DOCK- DEPTHS49----08-13-25----JR----REVISED DOCK----05 OF 10·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 PROPERTY LINE:"COURT GREGORY"04-26-24-1.70'+0.38'89'858120'82182132'Page 118 of 613 03510SCALE 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg CROSS SECTION AA 2/16/2026THESE 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. 5875JRRMJ03-27-2524030RMJ35251817 GORDON RIVER LNCROSS SECTION AA49----08-13-25----JR----ADDED PWC----06 OF 10EXISTINGRIPRAPEXISTINGUPLANDPATIONEW DECKEDOVER BOAT LIFTPROPOSEDDOCKMHW = +0.38' NAVD 88MLW = -1.70' NAVD 88PROPOSEDDOCKBRICKWALL12' BOATLIFT32'PROPERTY LINE27' FROM MHWLPage 119 of 613 03510SCALE 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg CROSS SECTION BB 2/16/2026THESE 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. 5875JRRMJ03-27-2524030RMJ35251817 GORDON RIVER LNCROSS SECTION BB49----08-13-25----JR----ADDED VESSEL----07 OF 10EXISTINGRIPRAPEXISTINGUPLANDPATIOMHW = +0.38' NAVD 88MLW = -1.70' NAVD 88PROPOSEDDOCKBRICKWALLPROPOSEDSTAIRSPROPOSEDDOCK12' BOATLIFT30' FROM MHWLPage 120 of 613 NESW0204080SCALE 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg SUBMERGED RESOURCE SURVEY 2/16/2026THESE 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. 5875JRRMJ03-27-2524030-35251817 GORDON RIVER LNSUBMERGED RESOURCE SURVEY49-------------------08 OF 10PROPERTY BOUNDARY90'10'TYPICAL DIVE TRANSECTTRANSECT200' GORDON RIVER LN 100'NO SEAGRASSES WEREOBSERVED GROWING WITHIN 200FT OF THE PROPOSED PROJECTPROPOSED DOCKS AND LIFTSPage 121 of 613 27'18'26'26'25'22'25'18'32'30'NESW075150300SCALE 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg ADJACENT DOCK 2/16/2026THESE 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. 5875JRRMJ03-27-2524030-35251817 GORDON RIVER LNADJACENT DOCK49-------------------09 OF 10PROPERTY BOUNDARYPROPOSEDFIXED DOCKNOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.PARCELS PROVIDED BY COLLIERCOUNTY PROPERTY APPRAISER30'27'25'21'Page 122 of 613 NESW0153060SCALE IN FEETPROPERTYBOUNDARYRIPARIANLINERIPARIANLINEBRICKMHWL = +0.38'NAVD88MLWL = -1.7'NAVD88EXISTINGRIPRAPPROPOSEDDOCK119'26'32'Turrell, 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg WIDTH OF WATERWAY 2/16/2026THESE 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. 5875JRRMJ03-27-2524030-35251817 GORDON RIVER LNWIDTH OF WATERWAY49-------------------10 OF 1032'76'14'MHWL = +0.38'NAVD88NOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.120'Page 123 of 613 Page 124 of 613 Page 125 of 613 Page 126 of 613 Page 127 of 613 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 Agent Letter Pkg. ____ Traffic Impact Study (TIS) ____ Environmental Data ____ Historical/Archeological Survey or Waiver ____ Utility Letter _ X__ Deviation Justifications BD-PL20250005725 Page 128 of 613 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 with only one pdf file for all documents OR e-mailed .pdf file 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. __2/16/2026__________________ Date ________________________________________ Signature of Agent Representative __Jeff Rogers__________________________ Printed Name of Signing Agent Representative Page 129 of 613 Boathouse Establishment Petition or Boat Dock Facility Extension (BD) 3/24/24 Page 1 of 7 Planning and Zoning Division • 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 www.colliercountyfl.gov Need Help? GMCD Public Portal Online Payment Guide E-Permitting Guides THIS PETITION IS FOR (check one or both, if applicable): BOATHOUSE DOCK EXTENSION Name of Property Owner(s): Name of Applicant if different than owner: Address: City: State: ZIP: Telephone: Cell: E-Mail Address: Name of Agent: Firm: Address: City: State: ZIP: Telephone: Cell: E-Mail Address: Section/Township/Range: / / Property ID Number: Subdivision: Unit: Block: Lot: Address/ General Location of Subject Property: Current Zoning and Land Use of Subject Property: APPLICANT INFORMATION PROPERTY LOCATION BOATHOUSE ESTABLISHMENT PETITION OR BOAT DOCK FACILITY EXTENSION Land Development Code Section 5.03.06 Chapter 3 B.1 or B.2 of the Administrative Code BE AWARE THAT COLLIER COUNTY HAS LOBBYIST REGULATIONS. GUIDE YOURSELF ACCORDINGLY AND ENSURE THAT YOU ARE IN COMPLIANCE WITH THESE REGULATIONS. Page 130 of 613 Boathouse Establishment Petition or Boat Dock Facility Extension (BD) 3/24/24 Page 2 of 7 Zoning Land Use N S E W Narrative description of project (indicate extent of work, new dock, replacement, addition to existing facility, any other pertinent information): 1. Water Width: ft. Measurement from: plat survey visual estimate other(specify): 2. Total Property Water Frontage: ft. 3. Setbacks: Provided: ft. Required: ft. 4. Total Protrusion of Proposed Facility into Water: ft. 5. Number and Lengths of Vessels to Use Facility: 1. ft. 2. ft. 3. ft. 4. ft. 6. If applicable, the distance between dock facilities per the Land Development Code section 5.03.06 H.1.d. ft. 7. List any additional dock facilities in close proximity to the subject property and indicate the total protrusion into the waterway of each: ADJACENT ZONING AND LAND USE DESCRIPTION OF PROJECT SITE INFORMATION Page 131 of 613 Boathouse Establishment Petition or Boat Dock Facility Extension (BD) 3/24/24 Page 3 of 7 1. Signs are required to be posted for all petitions. On properties that are one (1) acre or larger in size, the applicant shall be responsible for erecting the required sign. What is the size of the petitioned property? Acres 2. 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? Yes No (If yes, please provide a copy.) The following criteria, pursuant to LDC section 5.03.06, shall be used as a guide by staff in determining its recommendation to the Office of the Hearing Examiner. The Hearing Examiner will utilize the following criteria as a guide in the decision to approve or deny a particular Dock Extension request. In order for the Hearing Examiner to approve the request, it must be determined that at least 4 of the 5 primary criteria, and at least 4 of the 6 secondary criteria, must be met. On separate sheets, please provide a narrative response to the listed criteria and/or questions. 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.) 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.) 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.) 4. Whether or not the proposed dock facility protrudes no more than 25% of the width of the waterway, and whether or not a minimum of 50% of the waterway width between dock facilities on either side of the waterway is maintained for navigability. (The facility should maintain the required percentages.) 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.) DOCK EXTENSION PRIMARY CRITERIA Page 132 of 613 Boathouse Establishment Petition or Boat Dock Facility Extension (BD) 3/24/24 Page 4 of 7 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.) 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.) 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.) 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.) 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 J must be demonstrated.) 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 following criteria, pursuant to LDC section 5.03.06 F, shall be used as a guide by staff in determining its recommendation to the decision maker. The decision maker will utilize the following criteria as a guide in the decision to approve or deny a particular Boathouse request. In order for the request to be approved, all of the criteria must be met. On separate sheets, please provide a narrative response to the listed criteria and/or questions. 1. Minimum side setback requirement: Fifteen feet. 2. Maximum protrusion into waterway: Twenty-five percent of canal width or 20 feet, whichever is less. The roof alone may overhang no more than 3 feet into the waterway beyond the maximum protrusion and/or side setbacks. 3. Maximum height; Fifteen feet as measured from the top of the seawall or bank, whichever is more restrictive, to the peak or highest elevation of the roof. 4. Maximum number of boathouses and covered structures per site: One. 5. All boathouses and covered structures shall be completely open on all 4 sides. 6. Roofing material and roof color shall be the same as materials and colors used on principal structure or may be a palm frond “chickee” style. A single-family dwelling unit must be constructed on the subject lot prior to, or simultaneously with, the construction of any boathouse or covered dock structure. 7. The boathouse or covered structure must be so located as to minimize the impact on the view of the adjacent neighbors to the greatest extent practical. BOATHOUSE CRITERIA DOCK EXTENSION SECONDARY CRITERIA Page 133 of 613 Boathouse Establishment Petition or Boat Dock Facility Extension (BD) 3/24/24 Page 5 of 7 Complete the following for all registered Homeowner / 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. Name of Homeowner/Civic Association: Mailing Address: City: State: ZIP: Name of Homeowner/Civic Association: Mailing Address: City: State: ZIP: Name of Homeowner/Civic Association: Mailing Address: City: State: ZIP: Name of Homeowner/Civic Association: Mailing Address: City: State: ZIP: Name of Homeowner/Civic Association: Mailing Address: City: State: ZIP: ASSOCIATIONS Page 134 of 613 Boathouse Establishment Petition or Boat Dock Facility Extension (BD) 3/24/24 Page 6 of 7 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 (download current form from County website) Property Ownership Disclosure Form Affidavit of Authorization, signed and notarized Completed Addressing Checklist Site plan illustration with the following: •Lot dimensions; •Required setbacks for the dock facility; •Cross section showing relation to MHW/MLW and shoreline (bank, seawall, or rip-rap revetment); •Configuration, location, and dimensions of existing and proposed facility; •Water depth where proposed dock facility is to be located; •Distance of navigable channel; •Illustration of the contour of the property; and •Illustration of dock facility from both an aerial and side view. •Roof Structure on Dock Signed and sealed survey Chart of site waterway 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. Pre-Application Meeting and Final Submittal Requirement Checklist for: Dock Extension Boathouse Chapter 3 B. of the Administrative Code Page 135 of 613 Boathouse Establishment Petition or Boat Dock Facility Extension (BD) 3/24/24 Page 7 of 7 PLANNERS – INDICATE IF THE PETITION NEEDS TO BE ROUTED TO THE FOLLOWING REVIEWERS: Bayshore/Gateway Triangle Redevelopment: Executive Director Historical Review: Addressing: Parks and Recreation: City of Naples Planning Director: School District (Residential Components): Conservancy of SWFL: Other: Emergency Management: Other: FEE REQUIREMENTS: Boat Dock Extension / Boathouse Petition fee: $1,500.00 Pre-Application Meeting fee $500.00 Estimated Legal Advertising fee for the Office of the Hearing Examiner: $1,125.00 If applicable, an additional fee for Property Owner Notifications will be billed to the applicant after Hearing Examiner hearing date. (Variable) 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. Signature of Petitioner or Agent Date Printed Name *The completed application, all required submittal materials, and fees shall be submitted to: Growth Management Community Development Department | GMCD Public Portal: https://cvportal.colliercountyfl.gov/cityviewweb Questions? Email: GMDclientservices@colliercountyfl.gov Page 136 of 613 Narrative Description: The proposed Boat Dock Extension (BDE) request is to remove the existing dock and boatlift to then construct a new single-family docking facility with two boatlifts located at 1817 Gordon River Lane in Collier County. The subject property is situated along the northern end of the Gordon River with numerous other existing single-family docks in the surrounding neighborhoods. Additionally, this section of the Gordon River is developed on the east side by Nature Pointe Community which has the river under a Conservation Easement (CE) that extends westward across the entire waterway. The CE is considered a drainage easement that does allow for docks to be installed along the entire development shoreline with the proper entity’s approval. The property to the west just landward of the CE area on the opposite shoreline is part of the Collier County Greenway parcel therefore will never be developed with docks. Based on the property’s existing conditions the most restrictive point is the plated property line which is just landward of the MHWL. Due to those site conditions the proposed docking facility’s overall protrusion will be taken from that point as required by the Collier County LDC. As proposed the docking facility will extend 32-feet from the most restrictive point therefore the subject application requests a 12-foot extension from the allowed 20-feet. The subject waterway is approximately 120-feet wide from the MHWL to MHWL as indicated on the attached survey. Based on those measurements the 25% width of the overall waterway width is 32-feet therefore as proposed the dock will be at the allowed 25% limit. With the opposite shoreline being naturally vegetated the mangrove fringe is the most restrictive factor on the waterway’s navigation but it’s our opinion that the proposed dock will not have an impact on the existing navigation in this area. As stated above, this shoreline falls within the CE and therefore will never be impacted with docks but should be maintained to ensure safe navigation on this section of the river. Additionally, there are a few more restrictive areas regarding the width of waterway any vessel ingress/egress south to Naples Bay and north must currently navigate. The dock will accommodate one vessel approximately 30-feet in overall length which will be moored on the proposed boatlift and 2 PWC’s on the platform lift. The proposed dock location is driven by the existing water depths, the existing dock overall protrusion, width of waterway and side yard setback requirements. As proposed the dock will in one area extend out to the 25% width of waterway but most of the docking structure will be within the allowed 25% therefore the overall protrusion has been fully minimized possible. This will ensure there are no new impacts to the existing navigation activities on the waterway and be consistent with the neighboring docks along the shoreline. Additionally, the proposed dock will provide the required 15-foot setbacks from each riparian line as required for properties with 60-feet or greater of shoreline length. There are no impacts to any submerged resources and no new impacts to adjacent properties as there is an existing dock in place now with a boatlift. The community is a boating community that allows docks for recreational activities, so docks are part of the development, and the associated HOA has reviewed and approved the dock design. The deck area has been extended due to the new Page 137 of 613 design which pushes the dock further out but is minimized to still provide sufficient surface area for recreational activities, routine maintenance, and associated storage. Page 138 of 613 Addressing Checklist 6/14/2024 Page 1 of 2 Growth Management Community Development • Operations & Regulatory Management 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 • www.colliercountyfl.gov/ Addressing Checklist GMCD Public Portal Land Development Code Administrative Code Please complete the following and upload via the CityView Portal with your submittal. Items marked with a * 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. *Name of Owner/Agent: Firm [if agent]: *Address:*City:*State:*ZIP: *Telephone:Cell:Fax: *E-Mail Address: *Folio (Property ID) Number(s) of the 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: Applicant Contact Information Location Information Page 139 of 613 Collier County Addressing Checklist 6/14/2024 Page 2 of 2 Growth Management Community Development • Operations & Regulatory Management 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 • www.colliercountyfl.gov/ 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 of project name and/or street name 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: Latest Approved Project Number [e.g., SDP-94-##, PPL-2002-AR-####, PL2017000####] Additional documents may be attached to this form and can include. Checkmark the items included with this application: Requirements for Review: Required: 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.☐ Project Information Submittal Requirement Checklist The completed application, all required submittal materials, and fees shall be submitted to: Growth Management Community Development Department | GMCD Portal: https://cvportal.colliercountyfl.gov/cityviewweb Questions? Email: Front.Desk@colliercountyfl.gov Page 140 of 613 Page 141 of 613 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 Page 142 of 613 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: Page 143 of 613 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 Page 144 of 613 PRIMARY CRITERIA The following criteria, pursuant to LDC section 5.03.06, shall be used as a guide by staff in determining its recommendation to the Office of the Hearing Examiner. The Hearing Examiner will utilize the following criteria as a guide in the decision to approve or deny a particular Dock Extension request. In order for the Hearing Examiner to approve the request, it must be determined that at least 4 of the 5 primary criteria, and at least 4 of the 6 secondary criteria, must be met. On separate sheets, please provide a narrative response to the listed criteria and/or questions. 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 single-family residential unit which warrants no more than 2 boat slips per CC-LDC. The proposed docking facility consists of installing two 12’x12’ boatlifts, one of which will accommodate a 30-foot LOA vessel and second for 2 PWC’s. As designed the dock and associated boatlifts meets all the other design criteria within, approved by the local HOA, and therefore is appropriate based off the upland use/zoning. 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 docking facility is necessary due to the existing on-site water depth conditions which are shallow due to the rip-rap shoreline design. The depths are sufficient just outside the allowed 20-foot protrusion line which is what is driving the proposed dock design. The overall proposed dock protrusion is consistent with the existing dock’s protrusion just with a different layout to provide better overall access to the proposed slip ensuring access to the slip at all tide levels. 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.) Page 145 of 613 The proposed docking facility protrusion is consistent with the existing dock on-site and other docks along the subject and adjacent waterways. As proposed the dock and boatlifts in our opinion will not create new impacts on navigation within the subject waterway, nor will it alter the existing ingress/egress to both adjacent neighboring docks. The subject waterway is unmarked therefore the entire waterway provides safe navigation between the docking facilities and the adjacent shoreline. It is our opinion as proposed that there are no new impacts to existing navigation as there are other more restrictive points all passing vessel must navigate along the subject waterway south. 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 120-feet wide from MHWL to MHWL. The proposed dock protrusion is 32-feet from the most restrictive point being the property line on the north end of the property. As proposed the dock will only protrude 30-feet from the MHWL therefore will be just under the allowed 25%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 design is consistent with the existing docking facility and other neighboring docks on this waterway. As proposed, the dock will be within the allowed buildable area by providing the required setbacks and therefore as proposed there will not be any new impacts nor interference to either adjacent docking facility. Criterion Met Page 146 of 613 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 shoreline consists of a steep rip-rap shoreline that extends out below the MHWL which then requires the dock and associated slips to extend out past. Additionally, with two adjacent docking facilities layouts are more parallel dock/slip layout would result in tough ingress/egress conditions for any proposed boat slip closer to the shoreline therefore a BDE is the best option. 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 designed to provide sufficient deck area for routine maintenance, safe access as well as recreational activities. The deck area on the north and western side of the dock could be considered excessive, however the overall open deck area is necessary to still provide sufficient area for safe access to the PWC’s and other recreational activities for access down to the water with kayaks and/or paddleboards. As proposed the overall over-water square footage is 821 sq. 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 existing docking facility has been designed to moor one vessel being a 30-foot in length overall and 2 PWC’s. Based off this and with the property’s shoreline length being approximately 89-feet the required 50% of the shoreline will remain open. Criterion Met. 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.) Page 147 of 613 The existing on-site conditions consist of a dock with a boatlift which are all proposed to be replaced upon approval but in a slightly different configuration. Additionally, as proposed the dock has been designed to be constructed within the designated side yard setbacks and is consistent with the other existing boat docks along the subject waterway. Based off this and the fact this is a boating community it’s our opinion that there are no new impacts to either adjacent property owners’ current view. Criterion Met 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.) Based off our observations there are not any seagrass beds present on the property nor the neighboring properties and extending out 200’ of the proposed 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 single-family dock facility and therefore not subject to Manatee Protection Requirements. N/A Page 148 of 613 Page 149 of 613 Page 150 of 613 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 26.164964<> LONGITUDE:W -81.782627SITE ADDRESS:<> 1817 GORDON RIVER LN NAPLES, FL 34104Turrell, 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg LOCATION MAP 2/16/2026THESE 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. 5875JRRMJ03-27-2524030RMJ35251817 GORDON RIVER LNLOCATION MAP49----07-16-25----JR----SHEETS 3-7----01 OF 10COLLIER COUNTYCOLLIER COUNTYGULF OF AMERICA8588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTYPage 151 of 613 NESW0100200400SCALE 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg 1952 HISTORIC AERIAL 2/16/2026THESE 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. 5875JRRMJ03-27-2524030-35251817 GORDON RIVER LN1952 HISTORIC AERIAL49-------------------02 OF 10SUBJECTPROPERTYPage 152 of 613 NESW051020SCALE IN FEETSITE ADDRESS:,1817 GORDON RIVER LNNAPLESFL34104·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:"COURT GREGORY"04-26-24-1.70'+0.38'89'858120'RIPARIANLINERIPARIANLINEMHWL = +0.38'NAVD88MLWL = -1.7'NAVD88EXISTINGRIPRAPEXISTING DOCKAND LIFT TO BEREMOVEDRIPARIANSETBACKLINE15'15'59'30' 30'Turrell, 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg EXISTING CONDITIONS 2/16/2026THESE 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. 5875JRRMJ03-27-2524030RMJ35251817 GORDON RIVER LNEXISTING CONDITIONS49----08-13-25----JR----REVISED LABEL----03 OF 10BRICK /RETAINING WALL30'Page 153 of 613 NESW051020SCALE IN FEETSITE ADDRESS:,1817 GORDON RIVER LNNAPLESFL34104RIPARIANLINERIPARIANLINEAPPROXIMATE ACCESS LOCATION TOLINE UP WITH SCREEN DOORMHWL = +0.38'NAVD88EXISTINGRIPRAPRIPARIANSETBACKLINE15'15'NEW FIXEDDOCKNEW BOATLIFTNEW BOATLIFT28'24'16'16'16'12'12' 1 2 '12'31'32'STAIRSDOWN17'9'5'27'2'BB07PILE COUNTTYPESIZEQUANTITYWOOD PILE10"32WOOD PILE12"8PILES IN WATER IMPACTS = 19 SF (QTY:31)Turrell, 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg PROPOSED DOCK- DIMENSIONS 2/16/2026THESE 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. 5875JRRMJ03-27-2524030RMJ35251817 GORDON RIVER LNPROPOSED DOCK- DIMENSIONS49----08-13-25----JR----REVISED DOCK----04 OF 10AA064'29'26'4'30'30'·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 PROPERTY LINE:"COURT GREGORY"04-26-24-1.70'+0.38'89'858120'82182132'27'Page 154 of 613 -2.3-5.10.10.6-2.3-5.7-2.9-1.2-2.2-0.6-4.5-3.40.5-4.7-6.7-2.9-2.2-7.1-3.6-3.6-3.1-1.1-0.6-5.3NESW051020SCALE IN FEETSITE ADDRESS:,1817 GORDON RIVER LNNAPLESFL34104RIPARIANLINERIPARIANLINEMHWL = +0.38'NAVD88EXISTINGRIPRAPRIPARIANSETBACKLINENEW FIXEDDOCKNEW BOATLIFTNEW BOATLIFTSTAIRSDOWNAPPROXIMATE ACCESS LOCATION TOLINE UP WITH SCREEN DOORTurrell, 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg PROPOSED DOCK- DEPTHS 2/16/2026THESE 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. 5875JRRMJ03-27-2524030RMJ35251817 GORDON RIVER LNPROPOSED DOCK- DEPTHS49----08-13-25----JR----REVISED DOCK----05 OF 10·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 PROPERTY LINE:"COURT GREGORY"04-26-24-1.70'+0.38'89'858120'82182132'Page 155 of 613 03510SCALE 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg CROSS SECTION AA 2/16/2026THESE 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. 5875JRRMJ03-27-2524030RMJ35251817 GORDON RIVER LNCROSS SECTION AA49----08-13-25----JR----ADDED PWC----06 OF 10EXISTINGRIPRAPEXISTINGUPLANDPATIONEW DECKEDOVER BOAT LIFTPROPOSEDDOCKMHW = +0.38' NAVD 88MLW = -1.70' NAVD 88PROPOSEDDOCKBRICKWALL12' BOATLIFT32'PROPERTY LINE27' FROM MHWLPage 156 of 613 03510SCALE 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg CROSS SECTION BB 2/16/2026THESE 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. 5875JRRMJ03-27-2524030RMJ35251817 GORDON RIVER LNCROSS SECTION BB49----08-13-25----JR----ADDED VESSEL----07 OF 10EXISTINGRIPRAPEXISTINGUPLANDPATIOMHW = +0.38' NAVD 88MLW = -1.70' NAVD 88PROPOSEDDOCKBRICKWALLPROPOSEDSTAIRSPROPOSEDDOCK12' BOATLIFT30' FROM MHWLPage 157 of 613 NESW0204080SCALE 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg SUBMERGED RESOURCE SURVEY 2/16/2026THESE 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. 5875JRRMJ03-27-2524030-35251817 GORDON RIVER LNSUBMERGED RESOURCE SURVEY49-------------------08 OF 10PROPERTY BOUNDARY90'10'TYPICAL DIVE TRANSECTTRANSECT200' GORDON RIVER LN 100'NO SEAGRASSES WEREOBSERVED GROWING WITHIN 200FT OF THE PROPOSED PROJECTPROPOSED DOCKS AND LIFTSPage 158 of 613 27'18'26'26'25'22'25'18'32'30'NESW075150300SCALE 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg ADJACENT DOCK 2/16/2026THESE 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. 5875JRRMJ03-27-2524030-35251817 GORDON RIVER LNADJACENT DOCK49-------------------09 OF 10PROPERTY BOUNDARYPROPOSEDFIXED DOCKNOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.PARCELS PROVIDED BY COLLIERCOUNTY PROPERTY APPRAISER30'27'25'21'Page 159 of 613 NESW0153060SCALE IN FEETPROPERTYBOUNDARYRIPARIANLINERIPARIANLINEBRICKMHWL = +0.38'NAVD88MLWL = -1.7'NAVD88EXISTINGRIPRAPPROPOSEDDOCK119'26'32'Turrell, 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:\24030.00 ignashkin - 1843 and 1817 gordon river ln\CAD\PERMIT-COUNTY\24030-BDE-1817.dwg WIDTH OF WATERWAY 2/16/2026THESE 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. 5875JRRMJ03-27-2524030-35251817 GORDON RIVER LNWIDTH OF WATERWAY49-------------------10 OF 1032'76'14'MHWL = +0.38'NAVD88NOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.120'Page 160 of 613 Page 161 of 613 Page 162 of 613 1817 GORDON RIVER LN. NAPLES, FL 34104 SUBMERGED RESOURCE SURVEY REPORT JUNE 2025 PREPARED BY: Page 163 of 613 Table of Contents 1 Introduction ....................................................................................................................................... 1 2 Objective ............................................................................................................................................. 2 3 Methodology ...................................................................................................................................... 3 4 Results ................................................................................................................................................. 4 5 Conclusion .......................................................................................................................................... 4 6 Photos .................................................................................................................................................. 5 Page 164 of 613 1817 Gordon River Ln. Submerged Resource Survey June 2025 1 1 INTRODUCTION Turrell, Hall & Associates, Inc. (THA) has conducted a Submerged Resource Survey at a property 1817 Gordon River Ln., Florida 34104 (Folio # 63770000966) within Section 35, Township 49 South, Range 25 East, in Collier County. The property totals approximately .24 acre in size that can be found on a man-made section off the north end of the Gordon River. The project area consists of a single-family residence with an existing riprap shoreline consistent along the entire subject property development. Additionally, this section of the Gordon River is developed on the east side by Nature Pointe Community which has the river under a Conservation Easement (CE) that extends westward across the entire waterway. The CE is considered a drainage easement that does allow for docks to be installed along the entire development shoreline with the proper entity’s approval. The property to the west just landward of the CE area on the opposite shoreline is part of the Collier County Greenway parcels therefore will never be developed with docks. The SRS was conducted on June 16th, 2025, between approximately 9:15 a.m. and 10:45 a.m. Site conditions consisted of mostly sunny skies and a slight breeze. Water clarity was fair and allowed approximately 7- 11 inches of visibility. The ambient air temperature was approximately 82 degrees Fahrenheit and wind speeds averaged 5-10 miles per hour from the northeast. High tide occurred after the site inspection at approximately 3:45 p.m., reaching 2.7 feet above the mean low water mark. A low tide occurred during the site inspection at approximately 10:36 a.m. and fell approximately 1.6 feet above the mean low water mark. Page 165 of 613 1817 Gordon River Ln. Submerged Resource Survey June 2025 2 2 OBJECTIVE The objective of the SRS is to identify and locate any existing submerged resources within the footprint of the proposed dock. Ordinarily, if seagrasses or other marine resources were 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 to avoid or minimize impacts. The general scope of work performed during a typical submerged resource survey is summarized below: • A series of underwater transects is traversed within and adjacent to the project site in order to investigate for the presence of any submerged resources. • Submerged resources within the survey area will be identified, located as accurately as possible, and an estimate of the percent coverage of any resources found will be made. • The approximate limits of any submerged resources observed will be delineated via a handheld GPS device from the surface over the submerged resources. Page 166 of 613 1817 Gordon River Ln. Submerged Resource Survey June 2025 3 3 METHODOLOGY THA biologists intentionally designed the methodology of the SRS to cover not only the entire property shoreline and footprint for the proposed dock installation but also the adjacent areas ingress/egress to the proposed project extending out approximately 200-feet. 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 percentage 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. The survey extends out approximately 200-feet from the subject property in all directions. Neighboring properties, the existing docking facility as well as the adjacent docks, 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. Page 167 of 613 1817 Gordon River Ln. Submerged Resource Survey June 2025 4 4 RESULTS The substrate observed within the surveyed area consisted of silty muck material with scattered rocks and shells throughout as well as vegetative debris present along the seafloor. Table 1: Observed species of wildlife and vegetation within the vicinity of the project site Common Name Scientific Name Striped Mullet Mugil cephalus Red Mangrove Rhizophora mangle Mud Crab Panopius herbstii 5 CONCLUSION The SRS was conducted along the property’s shoreline and extended out approximately 200 feet into the waterway. No resources other than mangroves were observed within the surveyed area which in our opinion is a result of low salinity levels within this section of the Gordon River. Accordingly, negative impacts to submerged resources are not expected as a result of the proposed project as there are no mangroves nor seagrasses present within the proposed dock footprint. Page 168 of 613 1817 Gordon River Ln. Submerged Resource Survey June 2025 5 6 PHOTOS Figure 2-3: View of silty muck substrate material and shell debris present onsite. Photo 3: Typical view of bottom sediment. Page 169 of 613 1817 Gordon River Ln. Submerged Resource Survey June 2025 1 Page 170 of 613 1 John Kelly From:John Kelly Sent:Tuesday, February 24, 2026 10:54 PM To:John Kelly Subject:BD-PL20250005725 - 1817 Gordon River Ln - Public Hearing Sign Posting 02242026 Attachments:Photo 1.jpg; Photo 2.jpg I, John Kelly, personally posted the required Public Hearing Sign to the front of the subject property, immediately adjacent to the public right-of-way at approximately 3:52 PM this date as evidenced by the attached photos. Respectfully, John Kelly Planner III Zoning Office:239-252-5719 2800 N Horseshoe Dr. Naples, Florida 34104 John.Kelly@collier.gov My email address has changed. Effective immediately, please update your contact list to use this new address: John.Kelly@collier.gov Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. Page 171 of 613 Page 172 of 613 Page 173 of 613 Page 174 of 613 Page 175 of 613 3/13/2026 Item # 3.C ID# 2026-516 PETITION NO. PL20250007070 VA - 1074 Hollygate Ln - Request for a variance from Land Development Code (LDC) Section 4.05.03.A, specific parking requirements for residential uses in mixed use urban residential land use for single-family dwelling units, to allow the designated parking area to be increased from the maximum 40 percent of the required front yard to 62 percent of the required front yard for an unimproved legal nonconforming lot of record located in a Residential Single-Family-4 (RSF-4) Zoning District at 1074 Hollygate Lane; further described as Lot 20, Block B, Oak Knoll Unit No. 1, according to the Plat thereof as recorded in Plat Book 4, Page(s) 42, of the Public Records of Collier County, Florida, in Section 22, Township 49 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Planner III] Commissioner District 4 ATTACHMENTS: 1. Staff Report VA 02202026 2. Attachment A - Proposed Site Plan 3. Attachment B - LDC Section 4.05.03 4. Attachment C - PRFH20250205186 info 5. Attachment D - PRFH20220312746 info 6. Attachment E - Applicant's Backup, Application and Supporting Documents 7. Attachment F - Public Hearing Sign Posting 02242026 8. Attachment G - Publication Confirmation Page 176 of 613 VA-PL20250007070; 1074 Hollygate Ln. Page 1 of 8 02/20/2026 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: ZONING DIVISION- ZONING SERVICES SECTION GROWTH MANAGEMENT COMMUNITY DEVELOPMENT DEPARTMENT HEARING DATE: MARCH 13, 2026 SUBJECT: VA-PL20250007070, 1074 HOLLYGATE LANE – PARKING AREA PROPERTY OWNER/APPLICANT: AGENT: Cana Homes LLC Anthony Lober 878 Neopolitan Wy 878 Neopolitan Wy Naples, FL 34103 Naples, FL 34103 REQUESTED ACTION: To have the Collier County Hearing Examiner consider a variance from Land Development Code (LDC) Section 4.05.03.A, specific parking requirements for residential uses in mixed use urban residential land use for single-family dwelling units, to allow the designated parking area to be increased from the maximum 40 percent of the required front yard to a maximum of 62 percent of the required front yard for an razed legal nonconforming lot of record. GEOGRAPHIC LOCATION: The subject property is located at 1074 Hollygate Lane, AKA: Lot 20, Block B, Oak Knoll Unit No. 1, according to the Plat thereof as recorded in Plat Book 4, Page(s) 42, of the Public Records of Collier County, Florida, in Section 22, Township 49 South, Range 25 East, Collier County, Florida. Property ID No.: 64410680001. (See location map on the following page) PURPOSE/DESCRIPTION OF PROJECT: The subject property comprises 0.19 acres located within a Residential Single-Family-4 (RSF-4) zoning district. LDC Section 4.05.03.A pertains to parking requirements for single-family dwelling units within the Mixed-Use Urban Residential area and states, in part: “The designated parking area may not comprise an area greater than forty (40%) percent of any required front yard…” Further restrictions on parking are implemented by LDC Section 4.05.03.F, which states: “No other portion of a front yard may be used to park or store automobiles, including that portion of (Continued on Page 45) Page 177 of 613 VA-PL20250007070; 1074 Hollygate Ln. Page 2 of 8 02/20/2026 Page 178 of 613 VA-PL20250007070; 1074 Hollygate Ln. Page 3 of 8 02/20/2026 SURROUNDING LAND USE AND ZONING: North: (Right-of-Way), then single-family dwellings within a Residential Single-Family-4 (RSF-4) Zoning District East: A single-family dwelling located within a Residential Single-Family-4 (RSF-4) Zoning District South: A single-family dwelling located within a Residential Single-Family-4 (RSF-4) Zoning District Page 179 of 613 VA-PL20250007070; 1074 Hollygate Ln. Page 4 of 8 02/20/2026 West: A single-family dwelling located within a Residential Single-Family-4 (RSF-4) Zoning District Collier County GIS Purpose/Description of Project (Continued from Page 1) A front yard may be used to park or store automobiles, including that portion of the right-of-way not directly a part of the designated driveway or designated parking areas.” Building Permit No. PRFH20250205186 was issued on 4/25/2025 with a site plan depicting a 2- story single-family residence with a front yard of 1,500 square feet and a driveway on the east Page 180 of 613 VA-PL20250007070; 1074 Hollygate Ln. Page 5 of 8 02/20/2026 side of the residence leading to a 2-car garage and no access to the 1-car garage; said driveway design resulted in a parking area of 557 square feet or 37% of the front yard. A revision to the approved plan has since been submitted to relocate the access to the east side of the residence, with access being provided to both garages; said revision results in a parking area of 926 square feet or approximately 62% of the front yard. The petitioner desires to have driveway access to both garages and, therefore, needs the subject variance to compensate for the additional 22% of driveway/parking area. Given that the subject request has the potential of increasing the amount of impervious area on the subject property, staff were compelled to consider the potential impacts on stormwater runoff. As based upon the criteria contained within LDC Section 6.05.03, Stormwater review staff have determined that a Type II Stormwater Plan should be required. GROWTH MANAGEMENT PLAN (GMP) CONSISTENCY: The subject property is designated Urban, Mixed-Use District, Urban Residential Subdistrict within the Future Land Use Map (FLUM), an element of the Growth Management Plan (GMP). The GMP does not address individual Variance requests but deals with the larger issue of the actual use. As previously noted, the petitioner is not seeking to change the land use, but rather to increase the allowable front yard parking area. The subject use is consistent with the Future Land Use Map of the GMP. The requested variance does not have any impact on this property's consistency with the County's GMP. ZONING DIVISION ANALYSIS: The decision to grant a variance is based on the criteria in LDC Section 9.04.03. Staff has analyzed this petition relative to these provisions and offers the following responses: a. Are there special conditions and circumstances existing which are peculiar to the location, size, and characteristics of the land, structure, or building involved? Yes. The petitioner states: “The three-car garage configuration requires a wider, functional driveway for safe vehicle maneuvering. Applying a fixed 40% front yard parking limit to this lot creates a constraint not faced by homes with smaller garage footprints. The variance to permit up to 62% is needed to achieve safe, reasonable access consistent with the home’s intended design.” Zoning staff doesn’t disagree; however, Zoning staff believes the property’s marketability is also a significant factor motivating the petitioner’s requested relief. This petitioner has also held a Pre-Application Meeting, LDCA- PL20250007074, with the County for the purpose of submitting an LDC Amendment to increase or eliminate the 40% parking limitation within the Urban Residential Area, which may be a more appropriate mechanism to remove the specified development regulation. b. Are there special conditions and circumstances that do not result from the applicant's action, such as pre-existing conditions relative to the property, which are the subject of the Variance request? Yes. The petitioner states: “The petitioner acted in good faith and relied on neighborhood Page 181 of 613 VA-PL20250007070; 1074 Hollygate Ln. Page 6 of 8 02/20/2026 precedent – specifically the permitted driveway at 1060 Hollygate Lane. Substantial investment exceeding $700,00 was made based on these established conditions and prevailing market expectations. The hardship stems from subdivision layout and prior County approvals, not from choices by the applicant.” The petitioner further states: “The variance is necessary to ensure functional, safe access to the three-car garage. Without relief, the 40% cap would result in a driveway too small to maneuver vehicles, diminishing both the homes’ utility and its marketability. This is a hardship created by the lot’s configuration, the subdivision’s original platting, and precedents already established – not by any action of the petitioner.” Zoning staff notes that the petitioner is/was the owner of property located at 1060 Hollygate Lane, which was razed and for which a building permit (PRFH20220312746) was issued on 8/12/2022. Plans submitted for the 2-story single- family residence are very similar to those of the subject property, including a driveway area exceeding 40 percent of the front yard. Further research reveals that the planner charged with reviewing the plans for zoning compliance missed the parking area limitation and inadvertently approved their review, which resulted in allowing the building permit to be issued in error. Additionally, staff notes that the subject property has been deemed to be a legal nonconforming lot of record due to inadequate lot depth. Therefore, LDC Section 9.03.03.A.1 allows the property to be developed using RSF-5 standards, being the most similar zoning district; thus, the required Rear Yard has been reduced from 25 feet to 20 feet for the principal structure. c. Will a literal interpretation of the provisions of this zoning code work cause unnecessary and undue hardship on the applicant or create practical difficulties for the applicant? Yes. The petitioner states: “Strict enforcement of the 40% limit would render the three-car garage difficult or unsafe to use, reduce the property’s value, and risk termination of the current sale contract. This constitutes practical difficulty and unnecessary hardship for a single-family residence designed to meet modern functional standards.” Zoning staff notes that during the permit review process, Development Review staff initially rejected the driveway design on 03/19/2025, noting the 40 percent front yard parking limitation had been exceeded. A subsequent design change was submitted, which resulted in the approval of the subject review. The building permit was subsequently issued on 4/25/2025. d. Will the Variance, if granted, be the minimum variance that will make possible the reasonable use of the land, building, or structure and which promotes standards of health, safety, and welfare? Yes. The petitioner states: “Increasing the allowable driveway area from 40% to 62% is the least deviation necessary to achieve safe and functional garage access. Mitigation – including engineered stormwater controls, permeable pavers, and Clusia screening – ensures continued protection of neighborhood character, drainage, and public welfare.” Zoning staff concurs. e. Will granting the Variance confer on the applicant any special privilege that is denied by these zoning regulations to other lands, buildings, or structures in the same zoning Page 182 of 613 VA-PL20250007070; 1074 Hollygate Ln. Page 7 of 8 02/20/2026 district? The petitioner states: “Granting this variance is consistent with the previously permitted driveway at 1060 Hollygate Lane. Approval would restore parity rather than create special privilege, ensuring similar properties are treated equitably within the same subdivision. Zoning staff disagrees, as the building permit issued to 1060 Hollygate Lane was issued in error and to the same property owner. Additionally, it’s not entirely clear that the petitioner was unaware of the 40% parking area limitation prior to issuance of the building permit for the subject property. Staff does note however, that any other property owner facing a similar hardship would be entitled to make a similar variance request and would be conferred equal consideration on a case-by-case basis. f. Will granting the Variance be in harmony with the general intent and purpose of this Land Development Code and not be injurious to the neighborhood or otherwise detrimental to the public welfare? Yes. The petitioner states: “The variance affects only the percentage of front yard designated for parking and does not alter land use, density, or residential intensity. The project’s drainage enhancements, permeable driveway surface, and landscape screening mitigate potential concerns related to runoff or aesthetics, keeping the project consistent with LDC intent and neighborhood character. Zoning staff concurs. g. Are there natural conditions or physically induced conditions that ameliorate the goals and objectives of the regulation, such as natural preserves, lakes, golf courses, etc.? Yes. The petitioner states: “Although there are no natural preserves or water bodies implicated, the project incorporates physically induced environmental improvements – permeable materials and engineered stormwater planning – that advance LDC objectives for drainage control and environmental performance. Zoning staff concurs. h. Will granting the Variance be consistent with the Growth Management Plan? Yes. The petitioner states: “The request preserves single-family residential character and does not modify use, density, or intensity. It simply reallocates front-yard space to accommodate safe and functional driveway access, aligning with GMP goals for neighborhood livability and modern housing needs.” Zoning staff further notes that the subject Variance will not affect or change the requirements of the GMP concerning density, intensity, compatibility, access/connectivity, or any other applicable provisions. ENVIRONMENTAL ADVISORY COUNCIL (EAC) RECOMMENDATION: The EAC does not normally hear variance petitions. Since the subject Variance doesn’t impact any preserve area, the EAC did not hear this petition. CONCURRENT LAND USE APPLICATIONS: None. Page 183 of 613 VA-PL20250007070; 1074 Hollygate Ln. Page 8 of 8 02/20/2026 PUBLIC NOTICE: Notice Requirements for variance petitions are contained within LDC Section 10.03.06.F.2. The required Agent Letter was sent to all property owners located within 150 feet of the subject property on or about November 17, 2025, as evidenced by an executed Affidavit of Compliance contained within Attachment E. The required Notice of the Hearing Examiner Meeting was posted on the Clerk of Court’s website and a Property Owner’s Notification Letter was to property owners within 1,000 feet of the site on or about February 20, 2026. The required public hearing sign was posted by staff on February 24, 2026. RECOMMENDATION: Staff recommends that the Collier County Hearing Examiner APPROVE variance petition VA- PL20250007070, to increase the allowable front yard parking area for single-family residential uses in the Mixed-Use Urban Residential area from a maximum of 40 percent of the front yard to a maximum of 62 percent for the subject property, as depicted within Attachment A, subject to the following Condition of Approval. Staff notes that this recommendation is the result of the LDC section having absolutely no impact on the GMP, as well as the belief that the subject parking limitation was implemented to reduce the amount of outside parking for properties that have no garage(s). Conditions of Approval: 1. Must provide a Type II Stormwater Plan at the time of permitting. 2. Must revise the site plan for Building Permit No. PRFH20250205186 to accurately depict the revised driveway configuration and approved stormwater plan. Attachments: A. Site Plan B. LDC Section 4.05.03 C. Building Permit PRFH20250205186, abridged D. Building Permit PRFH20220312746, abridged E. Applicant’s Backup, application and supporting documents F. Sign Posting G. Publication Confirmation Page 184 of 613 S 00°09'45" E 135.00'HOLLYGATE LANE (IMPROVED) 60' R/W (P.) NORTH NAPLES HEIGHTS (P.) OHP OHP OHP OHP OHP OHP OHP OHP OHP PL PL PL PL PLPL PL PLSET 1/2" I.R. LB7502 SET 1/2" I.R. LB7502 SET 1/2" I.R. LB7502 FND. 5/8" I.R. NO I.D. SD S89°55'10"E 60.00'N 00°09'45" W 135.00'N89°55'10"W 60.00' CL CL M.H. TBM #2 ELEV. = 11.87' LOT 21 BLOCK B LOT 19 BLOCK B MH EL : 0'-0" (14.46' NAVD)FINISHED FL.EL : -0'-6" (NAVD 13.96')LANAI LOW PT.EL : -0'-4" (NAVD 14.12')ENTRYEL : 0'-0" (14.46' NAVD)A/C EQUIP. PADEL : 0'-0" (14.46' NAVD) POOL EQUIP. PAD 48" X 48" NON-CLIMBABLE SWIMMING POOL SAFETY GATE TO MEET CURRENT FBC, SELF CLOSING & LATCHING H. B.A/C #2A/C #1H. B.H. B.H. B.POOL EQUIPMENT PADC COPYRIGHTSOUTH FLORIDA DESIGN, INC.MIN 22"X36"ATTIC ACCESSA/H 1 INATTICGENERATORMINI-SPLIT A/CMINI-SPLIT A/CLOT 20 BLOCK B 2-STORY CBS SINGLE FAMILY RESIDENCE SUN SHELF SPA POOL COVERED OUTDOOR DINING ENTRY 2-CAR GARAGE1-CAR GARAGE 7'-8"7'-8"10'-3 3/4"10'-6"7'-8" COVERED OUTDOOR LIVING 5'-0"U.E.10'-0"ACC. S.B.7'-6" SIDE S.B. 7'-6" SIDE S.B.20'-0"REAR YARD S.B.20'-0" EDGE OF PAVEMENT 30'-0"26'-0"4'-0"4'-0"4'-0"5'-0"5'-0" 7'-8"7'-8"25'-4 1/4"25'-2"25'-0"FRONT YARD S.B.48" X 48" NON-CLIMBABLE SWIMMING POOL SAFETY GATE TO MEET CURRENT FBC, SELF CLOSING & LATCHING 48" NON-CLIMBABLE SWIMMING POOL SAFETY BARRIER TO MEET CURRENT FBC 48" NON-CLIMBABLE SWIMMING POOL SAFETY BARRIER TO MEET CURRENT FBC EL : -0'-6" (NAVD 13.96') LANAI LOW PT. EL : -1'-4" (NAVD 13.12') GARAGE LOW PT. EL : -1'-4" (NAVD 13.12') GARAGE LOW PT. EL : 0'-0" (14.46' NAVD) FINISHED FL. AH13 X500 AH13 X500 EL : 0'-0" (14.46' NAVD)GEN. PAD12'-0"24'-0 1/2"WALKWAY 24'-0" 9'-0 1/8"30'-11 7/8" DRIVEWAY (PAVER FINISH) SYMBOL LEGEND WATER METER MANHOLE SD SEWER DRAIN UTILITY POLE OHP OHP MH SHEET Drawn By:KP/MG Job No: Date: 55923 01-28-2025 DateNo. Revisions 1 2 3 SINGLE FAMILY HOME1074 HOLLYGATE LANENAPLES, FL 34103CONFIDENTIAL COPYRIGHT SOUTH FLORIDA DESIGN, INC. PURSUANT TO SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C., ALL CONCEPTS, IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND PLANS INDICATED OR REPRESENTED BY THIS DOCUMENT ARE COPYRIGHTED BY SOUTH FLORIDA DESIGN, INC. AS SUCH ALL CONCEPTS, IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND PLANS INDICATED OR REPRESENTED BY THIS DOCUMENT ARE OWNED BY AND THE PROPERTY OF SOUTH FLORIDA DESIGN, INC AND WERE CREATED, EVOLVED AND DEVELOPED FOR IT'S OWN USE. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, ARCHITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIER, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SOUTH FLORIDA DESIGN, INC. PURSUANT TO SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C., PROTECTION FOR AN ARCHITECTURAL WORK CREATED AS A WORK MADE FOR HIRE ON OR AFTER DECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBLICATION OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISHED PLANS, WHICHEVER TERM IS LESS. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C.; 18 U.S.C. SEC. 506. UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS, IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND PLANS DISCLOSED ARE COPYRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. ANYONE VIOLATING THE INTENT OF THIS COPYRIGHT PROTECTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE FEDERAL STATE AND LOCAL LAWS. WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DRAWINGS AND OR DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH FABRICATION. PERMIT SET All construction shall be in accordance with the 8th Edition 2023 FBC Residential and local jurisdiction amendments. Written dimensions on these drawings have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions of the job. SFD shall be notified in writing of any variations or discrepancies from the dimensions, conditions and specifications shown by these drawings. 03/18/25 DateNo. 4 5 6 Reviewed:01-22-24 KP 08/15/25 SCALE: 1/8" = 1'-0" PROPOSED SITE PLAN LOT 20, BLOCK B, OAK KNOLL, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4, PAGE (S) 42, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. LEGAL DESCRIPTION 1074 HOLLYGATE LANE NAPLES, FLORIDA 34103 PROPERTY ADDRESS REFER TO STRUCTURAL DRAWINGS FLOOD ZONE 2NO. OF STORIES PROPOSED HEIGHT 28'-1 7/8" (MEAN ROOF HEIGHT) FINISHED LIVING FLOOR LEVEL REFER TO DRAINAGE PLANFINISHED GRADE ELEVATION PROJECT DATA CODE REFERENCE 8TH EDITION 2023 FBC RESIDENTIAL CONSTRUCTION TYPE "V-b" UNPROTECTED DESIGNED FOR APPLICABLE WIND LOAD FLOOD ZONE X500 & AH 13 AVERAGE CROWN OF ROAD 14.46' (NAVD) 11.79' (NAVD) GENERAL NOTES 1. THE CONTRACTOR/BUILDER SHALL VERIFY THE SITE LAYOUT AND NOTIFY THE DESIGNER OF ANY DISCREPANCIES BEFORE START OF CONSTRUCTION. 2. SURVEY WAS PROVIDED BY OWNER AND PREPARED BY: BENCHMARK LAND SERVICES, INC. 1807 J & C BOULEVARD NAPLES, FL 34109 PH: 239-591-0778 3. THE CONTRACTOR/BUILDER SHALL PROVIDE CONDUIT UNDER PAVED AREAS FOR IRRIGATION, TELEPHONE, TV & GAS AS REQUIRED. 4. REFER TO DRAINAGE PLAN BY LANDSCAPE ARCHITECT OR ENGINEER FOR GRADING AND WATER DRAINAGE INFORMATION. 5. GENERAL CONTRACTOR / BUILDER IS RESPONSIBLE TO ENSURE THAT ALUMINUM SCREEN ENCLOSURE MEETS OR EXCEEDS THE RESIDENTIAL SWIMMING POOL SAFETY ACT, AS DOCUMENTED IN FLORIDA STATUTES SEC. 515.21-515.37. 6. COORDINATION OF CONSTRUCTION INCLUDING VERIFICATION OF DIMENSIONS AND FIELD CONDITIONS IS THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF SOUTH FLORIDA DESIGN AND RESOLVED PRIOR TO START CONSTRUCTION. 7. REFER TO LANDSCAPE DRAWINGS FOR DETAILED INFORMATION ON POOL DECK AND WALKWAYS, DRIVEWAYS AND LANDSCAPE LIGHTING. 1. SWIMMING POOL MUST BE ENCLOSED WITH A SAFETY BARRIER. THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES (1219 MM) ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. THE MAXIMUM VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 2 INCHES (51 MM) MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE THE BARRIER MAY BE AT GROUND LEVEL OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE, THE MAXIMUM VERTICAL CLEARANCE BETWEEN THE TOP OF THE POOL STRUCTURE AND THE BOTTOM OF THE BARRIER SHALL BE 4 INCHES (102 MM). 2. ACCESS GATES, WHEN PROVIDED, SHALL BE SELF-CLOSING AND SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS R4101.17.1.1 THROUGH R4101.17.1.7 AND SHALL BE EQUIPPED WITH A SELF-LATCHING LOCKING DEVICE LOCATED ON THE POOL SIDE OF THE GATE. WHERE THE DEVICE RELEASE IS LOCATED NO LESS THAN 54 INCHES (1372 MM) FROM THE BOTTOM OF THE GATE, THE DEVICE RELEASE MECHANISM MAY BE LOCATED ON EITHER SIDE OF THE GATE AND SO PLACED THAT IT CANNOT BE REACHED BY A YOUNG CHILD OVER THE TOP OR THROUGH ANY OPENING OR GAP FROM THE OUTSIDE. GATES THAT PROVIDE ACCESS TO THE SWIMMING POOL MUST OPEN OUTWARD AWAY FROM THE POOL. THE GATES AND BARRIER SHALL HAVE NO OPENING GREATER THAN 1/2 INCH (12.7 MM) WITHIN 18 INCHES (457 MM) OF THE RELEASE MECHANISM. NOTE: POOL FENCE AND GATE TO BE PERMITTED UNDER SEPARATE BUILDING PERMIT APPLICATION POOL SAFETY NOTES A-1 384 S.F.OUTDOOR LIVING MAIN LIVING A/C AREA SUMMARY 2,620 S.F. TOTAL A/C 4,674 S.F. FIRST FLOOR LIVING A/C 2,054 S.F. SECOND FLOOR TOTAL UNDER ROOF 5,922 S.F. 805 S.F.GARAGES 59 S.F.COVERED ENTRY POOL DECK 771 S.F. 1 1 DESIGNATED PARKING AREA 1,500 S.F. 926 S.F. REQUIRED FRONT YARD DESIGNATED PARKING AREA (HATCHED AREA) PARKING AREA = (<62%) (MAXIMUM PERMITTED IS 38% OR 600 SQ. FT.) 2 2 HALF-CIRCLE TO BE LANDSCAPED PERMEABLE PAVERS BY TREMRON OR SIMILAR TO BE USED ROW PERMIT HAS BEEN OBTAINED FOR THIS AREA Page 185 of 613 Created: 2025-10-14 08:52:58 [EST] (Supp. No. 31) Page 1 of 1 4.05.03 Specific Parking Requirements for Residential Uses in Mixed Use Urban Residential Land Use All automobile parking or storage of automobiles in connection with residential structures which are located on property which is designated as Mixed Use Urban Residential on the Future Land Use Map and which are zoned or used for residential uses, shall occur on specifically designed surfaces in a specifically designated area of the lot upon which the residential structure is located. The parking and/or storage of automobiles in connection with the residential dwellingunits they are ancillary and accessory to shall be regulated as follows: A. Single-family dwelling units: Unless otherwise parked or stored in an enclosed structure, the parking or storing of automobiles in connection with single-family dwelling units shall be limited to stabilized subsurface base or plastic grid stabilization system covered by surface areas made of concrete, crushed stone, crushed shell, asphalt, pavers or turf parking systems specifically designated for the parking of automobiles. The designated parking area may not comprise an area greater than forty (40%) percent of any required front yard; which, nonetheless, may not serve to limit a driveway to a width of less than twenty (20) feet. All parked automobiles shall utilize only the designated parking areas of the lot. B. Two-family dwelling units: Unless otherwise parked or stored in an enclosed structure, the parking or storing of automobiles in connection with a two-family structure shall be limited to stabilized surface areas made of concrete, crushed stone, asphalt, pavers or turf parking systems specifically designated for the parking of automobiles. The designated parking area shall not comprise an area greater than fifty (50%) percent of any required front yard; which, nonetheless will not serve to limit a driveway to a width of less than twenty (20) feet. Separate driveways may be provided on each side of the two- family structure but, in no case, shall the combined area of both driveways and any other designated parking areas exceed fifty (50) percent of any required front yard. C. Multi-family (i.e. three (3) or more) dwelling units: Unless otherwise parked or stored in an enclosed structure, the parking or storing of automobiles in connection with multi-family dwelling units shall be limited to stabilized surface areas made of concrete, crushed stone, asphalt, pavers or turf parking systems designated for the parking and storing of automobiles. Areas designated for the parking of automobiles shall not exceed a ratio of two and one-half (2-½) automobiles per dwelling unit in the event all parking spaces are not located within an enclosed structure or any combination of open air and enclosed structure. D. Where multi-familystructures consist of single-family attached (i.e. row houses) dwellingunits each with its own driveway to a common accessway, public or private street, all parking of automobiles shall be limited to the driveway and or garage combination. E. Automobiles parked and/or stored in connection with residential dwellingunits as described above shall be owned by the occupants of the dwellingunit or units unless the vehicle is owned by a firm, corporation or entity for which a dwellingunit occupant is employed. This provision shall not be construed to apply to automobile vehicles owned by persons or business firms at the site for social or business purposes. F. No other portion of a front yard may be used to park or store automobiles including that portion of the right-of-way not directly a part of the designated driveway or designated parking areas. (Ord. No. 06-07, § 3.J) Page 186 of 613 PRFH2025020518601 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS PERMIT PERMIT #: PRFH2025020518604 PERMIT TYPE: Revision - Building DATE ISSUED: February 06, 2026 BUILDING CODE IN EFFECT: FBC 8th Edition 2023 w/ 2024 sup1 JOB ADDRESS: 1074 Hollygate LN, Naples FOLIO #: JOB DESCRIPTION: NEW 2 STORY SINGLE FAMILY RESIDENCE WITH DRIVEWAY. Ref -DEMO PRDM20240203800 Roof-Tile REV1- UPDATE SITE PLAN TO MATCH THE APPROVED SITE PLAN FOR THE ROW PERMIT PER THE ROW DEPT. REV2- SUBMIT APPROVED ENGINEER LETTERS PER INSPECTORS REQUEST. 1074 Hollygate LN, Naples OWNER INFORMATION: CANA HOMES LLC 878 NEAPOLITAN WAY NAPLES, FL 34103 AREA OF WORK (SQFT): 1 SETBACKS: FRONT: 25' REAR: 20' (RSF-5) LEFT: 7.5 RIGHT: 7.5' FLOOD ZONE: X500 SEWER: Sewer WATER: Existing CONTRACTOR INFORMATION:CERTIFICATE #: CANA HOMES LLC 5130 ALPHA CT NAPLES, FL 34105 (239) 300-5837 LCC20210000021 SUB CONTRACTOR INFORMATION: COASTAL PLUMBING & MECHANICAL CORPORATION 950 COMMERCIAL BLVD NAPLES, FL 34104 (239) 643-3278 MVP POWER SERVICES INC 2121 SE 5TH ST CAPE CORAL, FL 33990 (239) 834-7468 PERFORMANCE AIR OF SOUTHWEST FLORIDA, INC. 5577 6TH ST WEST LEHIGH ACRES, FL 33971 (239) 334-0337 APPLE ROOFING, LLC (DBA) SAINT RAPHAEL ROOFING 7911 DREW CIRCLE FORT MYERS, FL 33967 (239) 220-5120 Page 187 of 613 Approval of Construction Documents Building Plan Review & Inspection 2800 N. Horseshoe Dr, Naples, FL 34104 239-252-2400 Residential Permits These electronic documents have been reviewed for Code Compliance by the Building Plan Review & Inspection Division of the Collier County Growth Management Department. The documents are available for download from the GMD Public Portal. These specific documents, listed as “Approved Plans (PR)” on the Portal, must be available for Inspectors to review on the job site in either electronic or paper form as the approved version in accordance with the Florida Building Code Section 107.3.1. Other supporting documents may be required on site as needed to meet code requirements. Permit Number: PRFH2025020518604 Job Site Address: 1074 Hollygate LN, Naples Permit Description: NEW 2 STORY SINGLE FAMILY RESIDENCE WITH DRIVEWAY. Ref -DEMO PRDM20240203800 Roof-Tile REV1- UPDATE SITE PLAN TO MATCH THE APPROVED SITE PLAN FOR THE ROW PERMIT PER THE ROW DEPT. REV2- SUBMIT APPROVED ENGINEER LETTERS PER INSPECTORS REQUEST. 1074 Hollygate LN, Naples Permit Issuance Date: 04/25/2025 Document List: Portal File Type Portal File Name 1.Approved Plans (PR)Site Planning Document (24143siteAMENDEDds-Model.pdf) 2.Approved Plans (PR)Construction Plans (1074 Hollygate Ln S&S.pdf) 3.Approved Plans (PR)AC Energy and Load Calculations (1074 HOLLY ENERGY CALCS.pdf) 4.Approved Plans (PR)Product Index Sheet (1074 HOLLYGATE INDEX SHEET.pdf) 5.Approved Plans (PR)Storm Water Plan (Cana_25121.pdf) 6.Approved Plans (PR)Site Planning Document (24143siteAMENDEDds-Model (1).pdf) 7.Approved Plans (PR)Site Planning Document (24143siteAMENDEDds-Model (1) - Prepared.pdf) 8.Approved Plans (PR)Construction Plans (1074 Hollygate Ln S&S - Prepared.pdf) Page 188 of 613 Approval of Construction Documents Building Plan Review & Inspection 2800 N. Horseshoe Dr, Naples, FL 34104 239-252-2400 Residential Permits 9.Approved Plans (PR)AC Energy and Load Calculations (1074 HOLLY ENERGY CALCS - Prepared.pdf) 10.Approved Plans (PR)Product Index Sheet (1074 HOLLYGATE INDEX SHEET - Prepared.pdf) 11.Approved Plans (PR)AC Energy and Load Calculations (1074 HOLLY ENERGY CALCS - Prepared (Received).pdf) 12.Approved Plans (PR)Construction Plans (1074 Hollygate Ln S&S - Prepared (Received).pdf) 13.Approved Plans (PR)Product Index Sheet (1074 HOLLYGATE INDEX SHEET - Prepared (Received).pdf) 14.Approved Plans (PR)Site Planning Document (24143siteAMENDEDds-Model (1) - Prepared (Received).pdf) 15.Approved Plans (PR)Storm Water Plan (Cana_25121 (Received).pdf) 16.Approved Plans (PR)sub2 Specialty Engineering and Specification Sheets (Lisa Blacklidge - 1074 Rear Porch Approval.pdf) 17.Approved Plans (PR)sub2 Specialty Engineering and Specification Sheets (1074 Zoning Ray Bellows Email.pdf) 18.Approved Plans (PR)sub2 Storm Water Plan (Cana_25121C.pdf) 19.Approved Plans (PR)sub2 Site Planning Document (24143siteAMENDEDds-Model (2).pdf) 20.Approved Plans (PR)sub2 Construction Plans (1074 Hollygate Ln S&S (2).pdf) 21.Approved Plans (PR)sub2 Specialty Engineering and Specification Sheets (49945 1st Floor Layout.pdf) 22.Approved Plans (PR)sub2 Specialty Engineering and Specification Sheets (49945 2nd Floor Layout.pdf) 23.Approved Plans (PR)sub2 Specialty Engineering and Specification Sheets (49945 Profiles.pdf) Page 189 of 613 Approval of Construction Documents Building Plan Review & Inspection 2800 N. Horseshoe Dr, Naples, FL 34104 239-252-2400 Residential Permits 24.Approved Plans (PR)sub2 AC Energy and Load Calculations (1074 Hollygate Ln E-Calcs.pdf) 25.Approved Plans (PR)Specialty Engineering and Specification Sheets (Lisa Blacklidge - 1074 Rear Porch Approval - Prepared.pdf) 26.Approved Plans (PR)Specialty Engineering and Specification Sheets (1074 Zoning Ray Bellows Email - Prepared.pdf) 27.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 1st Floor Layout - Prepared.pdf) 28.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 2nd Floor Layout - Prepared.pdf) 29.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 Profiles - Prepared.pdf) 30.Approved Plans (PR)Construction Plans (1074 Hollygate Ln S&S (2) - Prepared.pdf) 31.Approved Plans (PR)AC Energy and Load Calculations (1074 Hollygate Ln E-Calcs - Prepared.pdf) 32.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 Profiles - Prepared (Received).pdf) 33.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 2nd Floor Layout - Prepared (Received).pdf) 34.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 1st Floor Layout - Prepared (Received).pdf) 35.Approved Plans (PR)AC Energy and Load Calculations (1074 Hollygate Ln E-Calcs - Prepared (Received).pdf) 36.Approved Plans (PR)Construction Plans (1074 Hollygate Ln S&S (2) - Prepared (Received).pdf) 37.Approved Plans (PR)Site Planning Document (24143siteAMENDEDds-Model (2) (Received).pdf) Page 190 of 613 Approval of Construction Documents Building Plan Review & Inspection 2800 N. Horseshoe Dr, Naples, FL 34104 239-252-2400 Residential Permits 38.Approved Plans (PR)Storm Water Plan (Cana_25121C (Received).pdf) 39.Approved Plans (PR)Other / Miscellaneous (1074 Zoning Ray Bellows Email - Prepared (Deferred).pdf) 40.Approved Plans (PR)Other / Miscellaneous (Lisa Blacklidge - 1074 Rear Porch Approval - Prepared (Deferred).pdf) 41.Approved Plans (PR)sub2 AC Energy and Load Calculations (SFH - 1074 Hollygate Ln E-Calcs Full Set Signed 4_15_2025.pdf) 42.Approved Plans (PR)sub2 Specialty Engineering and Specification Sheets (49945 1st Floor Layout (1).pdf) 43.Approved Plans (PR)sub2 Specialty Engineering and Specification Sheets (49945 2nd Floor Layout (1).pdf) 44.Approved Plans (PR)sub2Specialty Engineering and Specification Sheets (49945 Profiles (1).pdf) 45.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 Profiles (1) - Prepared.pdf) 46.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 2nd Floor Layout (1) - Prepared.pdf) 47.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 1st Floor Layout (1) - Prepared.pdf) 48.Approved Plans (PR)AC Energy and Load Calculations (SFH - 1074 Hollygate Ln E-Calcs Full Set Signed 4_15_2025 - Prepared.pdf) 49.Approved Plans (PR)Revision Construction Plans (2025-0815 Luxre 1074 Hollygate Ln Site Plan REV2.pdf) Page 191 of 613 PRFH2025020518601 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS PERMIT PERMIT #: PRFH2025020518603 PERMIT TYPE: Revision - Building DATE ISSUED: October 15, 2025 BUILDING CODE IN EFFECT: FBC 8th Edition 2023 w/ 2024 sup1 JOB ADDRESS: 1074 Hollygate LN, Naples FOLIO #: JOB DESCRIPTION: NEW 2 STORY SINGLE FAMILY RESIDENCE WITH DRIVEWAY. Ref -DEMO PRDM20240203800 Roof-Tile REV1- UPDATE SITE PLAN TO MATCH THE APPROVED SITE PLAN FOR THE ROW PERMIT PER THE ROW DEPT. 1074 Hollygate LN, Naples OWNER INFORMATION: CANA HOMES LLC 878 NEAPOLITAN WAY NAPLES, FL 34103 AREA OF WORK (SQFT): 0 SETBACKS: FRONT: 25' REAR: 20' (RSF-5) LEFT: 7.5 RIGHT: 7.5' FLOOD ZONE: X500 SEWER: Sewer WATER: Existing CONTRACTOR INFORMATION:CERTIFICATE #: CANA HOMES LLC 5130 ALPHA CT NAPLES, FL 34105 (239) 300-5837 LCC20210000021 SUB CONTRACTOR INFORMATION: COASTAL PLUMBING & MECHANICAL CORPORATION 950 COMMERCIAL BLVD NAPLES, FL 34104 (239) 643-3278 MVP POWER SERVICES INC 2121 SE 5TH ST CAPE CORAL, FL 33990 (239) 834-7468 PERFORMANCE AIR OF SOUTHWEST FLORIDA, INC. 5577 6TH ST WEST LEHIGH ACRES, FL 33971 (239) 334-0337 APPLE ROOFING, LLC (DBA) SAINT RAPHAEL ROOFING 7911 DREW CIRCLE FORT MYERS, FL 33967 (239) 220-5120 Page 192 of 613 PRFH2025020518601 INSPECTION JOB CARD To schedule inspections call 239-252-3726 or visit https://cvportal.colliercountyfl.gov/cityviewweb SETBACKS: FRONT:25'REAR:20' (RSF- 5) LEFT:7.5 RIGHT:7.5'SPECIAL:FLOOD ZONE: FZX500 INSPECTION OUTCOME COMMENTS 107 - Truss/Sheathing/Bucks 108 - Framing All rough trade inspections must be passed prior to scheduling. 109 - Insulation 111 - Dry-in/Flashing 115 - Building Final 131 - Tenant Sep/ Rated Drywall Garage #2 Ceiling for living above 134 - Roofing Final 136 - Impact Glass 151 - Shearwall/Nailing 152 - Shearwall/Water Barrier 153 - Shearwall/Stucco Lath 154 - Soffit Coverings In progress Please do NOT complete Soffit installation prior to inspection. 201 - Plumbing Rough-in 202 - Plumbing Stack 203 - Sewer Tap 204 - Plumbing Final 219 - Shower Pan Test 300 - A/C Rough 301 - A/C Final 501 - Electrical Rough 502 - Electrical Final 508 - TV/Telephone Rough 509 - TV/Telephone Final 801 - Site Drainage This Property is located in a Subdivision with a Master Drainage Page 193 of 613 PRFH2025020518601 System SFWMD Permit number: 11-100238-P 802 - Landscaping 810 - Exotic Vegetation Removal OPEN CONDITIONS Condition Type:Condition Description: CO Hold Right of way permit must be issued before issuance of this permit. Please upload issued ROW permit to the portal. Informational - All Auxiliary Permits must obtain Certificate of Completions (C.C.) - Satisfy all Required Conditions, including but not limited to approval of uploaded documents. - Payment of All Outstanding Fees Informational Use the form located at https://www.colliercountyfl.gov/home/showdocument?id=105797&t=638403984984558370 to request Permit extensions, cancellations, and changes/withdrawals of Contractors, Subcontractors and Qualifiers. Instructions are provided with the form. Right-of-Way (ROW) and Well permits may only use this process for cancellations. Change/withdrawal of contractor does not apply to self-issued permits. Contact Building Permit Resolution Services at 239-252-2493 for assistance completing the form. Submit the form by clicking the Browse button below. Informational BDT ? Blower Door Test will be uploadable after the PASS of the 109 insulation inspection. Informational Energy Calculation Summary Sheet will be uploadable after the PASS of the 109 insulation inspection. Informational FEMA - All equipment must be above flood plus one foot. Any materials used below flood level must comply with FEMA regulations CO Hold Any required County impact fees will be due prior to issuance of a temporary or final Certificate of Occupancy NOTE: If you are unable to schedule your inspection, please contact the inspection desk at 252-2400. NOISE ORDINANCE: Collier County Codes of Laws and Ordinances 54-92(f) Construction Sound. NOISE LIMITATIONS are in effect at all times. Work permitted, RESIDENTIAL Areas – 6:30 AM to 7:00 PM Monday thru Saturday; NON-RESIDENTIAL Areas (more than 500 feet from Residential Area) 6:00AM to 8:00PM Monday thru Saturday. No Work on Sundays or Holidays. RADIOS, LOUDSPEAKERS, ETC. – Must not disturb peace, quiet and comfort of neighboring inhabitants. FREE CABLE LOCATIONS – Call 48 Hours prior to digging/FPL 434-1222/UTS 1-800-542-0088/PalmerCATV 783-0638 and all other applicable utilities. Per currently adopted building code ordinance, as it may be amended, all work must comply with all applicable laws, codes, ordinances, and any additional stipulations or conditions of this permit. This permit expires if work authorized by the permit is not commenced within six (6) months from the date of issuance of the permit. Additional fees for failing to obtain permits prior to the commencement of construction may be imposed. Permittee(s) further understands that any contractor that may be employed must be a licensed contractor and that the structure must not be used or occupied until a Certificate of Occupancy is issued. NOTICE: PRIOR TO THE REMOVAL OF ASBESTOS PRODUCTS OR THE DEMOLITION OF A STRUCTURE, FEDERAL AND STATE LAWS REQUIRE THE PERMITTEE (EITHER THE OWNER OR CONTRACTOR) TO SUBMIT A NOTICE OF THE INTENDED WORK TO THE STATE DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). FOR MORE INFORMATION, CONTACT DEP AT (239) 344-5600. NOTICE: In addition to the conditions of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Page 194 of 613 PRFH2025020518601 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Page 195 of 613 Approval of Construction Documents Building Plan Review & Inspection 2800 N. Horseshoe Dr, Naples, FL 34104 239-252-2400 Residential Permits These electronic documents have been reviewed for Code Compliance by the Building Plan Review & Inspection Division of the Collier County Growth Management Department. The documents are available for download from the GMD Public Portal. These specific documents, listed as “Approved Plans (PR)” on the Portal, must be available for Inspectors to review on the job site in either electronic or paper form as the approved version in accordance with the Florida Building Code Section 107.3.1. Other supporting documents may be required on site as needed to meet code requirements. Permit Number: PRFH2025020518603 Job Site Address: 1074 Hollygate LN, Naples Permit Description: NEW 2 STORY SINGLE FAMILY RESIDENCE WITH DRIVEWAY. Ref -DEMO PRDM20240203800 Roof-Tile REV1- UPDATE SITE PLAN TO MATCH THE APPROVED SITE PLAN FOR THE ROW PERMIT PER THE ROW DEPT. 1074 Hollygate LN, Naples Permit Issuance Date: 04/25/2025 Document List: Portal File Type Portal File Name 1.Approved Plans (PR)Product Index Sheet (1074 HOLLYGATE INDEX SHEET - Prepared (Received).pdf) 2.Approved Plans (PR)Construction Plans (1074 Hollygate Ln S&S (2) - Prepared (Received).pdf) 3.Approved Plans (PR)Site Planning Document (24143siteAMENDEDds-Model (2) (Received).pdf) 4.Approved Plans (PR)Storm Water Plan (Cana_25121C (Received).pdf) 5.Approved Plans (PR)Other / Miscellaneous (1074 Zoning Ray Bellows Email - Prepared (Deferred).pdf) 6.Approved Plans (PR)Other / Miscellaneous (Lisa Blacklidge - 1074 Rear Porch Approval - Prepared (Deferred).pdf) 7.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 Profiles (1) - Prepared.pdf) Page 196 of 613 Approval of Construction Documents Building Plan Review & Inspection 2800 N. Horseshoe Dr, Naples, FL 34104 239-252-2400 Residential Permits 8.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 2nd Floor Layout (1) - Prepared.pdf) 9.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 1st Floor Layout (1) - Prepared.pdf) 10.Approved Plans (PR)AC Energy and Load Calculations (SFH - 1074 Hollygate Ln E-Calcs Full Set Signed 4_15_2025 - Prepared.pdf) 11.Approved Plans (PR)Revision Construction Plans (2025-0815 Luxre 1074 Hollygate Ln Site Plan REV2.pdf) Page 197 of 613 S 00°09'45" E 135.00'HOLLYGATE LANE (IMPROVED) 60' R/W (P.) NORTH NAPLES HEIGHTS (P.) OHP OHP OHP OHP OHP OHP OHP OHP OHP PL PL PL PL PLPL PL PLSET 1/2" I.R. LB7502 SET 1/2" I.R. LB7502 SET 1/2" I.R. LB7502 FND. 5/8" I.R. NO I.D. SD S89°55'10"E 60.00'N 00°09'45" W 135.00'N89°55'10"W 60.00' CL CL M.H. TBM #2 ELEV. = 11.87' LOT 21 BLOCK B LOT 19 BLOCK B MH EL : 0'-0" (14.46' NAVD)FINISHED FL.EL : -0'-6" (NAVD 13.96')LANAI LOW PT.EL : -0'-4" (NAVD 14.12')ENTRYEL : 0'-0" (14.46' NAVD)A/C EQUIP. PADEL : 0'-0" (14.46' NAVD) POOL EQUIP. PAD 48" X 48" NON-CLIMBABLE SWIMMING POOL SAFETY GATE TO MEET CURRENT FBC, SELF CLOSING & LATCHING H. B.A/C #2A/C #1H. B.H. B.H. B.POOL EQUIPMENT PADC COPYRIGHTSOUTH FLORIDA DESIGN, INC.MIN 22"X36"ATTIC ACCESSA/H 1 INATTICGENERATORMINI-SPLIT A/CMINI-SPLIT A/CLOT 20 BLOCK B 2-STORY CBS SINGLE FAMILY RESIDENCE SUN SHELF SPA POOL COVERED OUTDOOR DINING ENTRY 2-CAR GARAGE1-CAR GARAGE 7'-8"7'-8"10'-3 3/4"10'-6"7'-8" COVERED OUTDOOR LIVING 5'-0"U.E.10'-0"ACC. S.B.7'-6" SIDE S.B. 7'-6" SIDE S.B.20'-0"REAR YARD S.B.20'-0" EDGE OF PAVEMENT 30'-0"26'-0"4'-0"4'-0"4'-0"5'-0"5'-0" 7'-8"7'-8"25'-4 1/4"25'-2"25'-0"FRONT YARD S.B.48" X 48" NON-CLIMBABLE SWIMMING POOL SAFETY GATE TO MEET CURRENT FBC, SELF CLOSING & LATCHING 48" NON-CLIMBABLE SWIMMING POOL SAFETY BARRIER TO MEET CURRENT FBC 48" NON-CLIMBABLE SWIMMING POOL SAFETY BARRIER TO MEET CURRENT FBC EL : -0'-6" (NAVD 13.96') LANAI LOW PT. EL : -1'-4" (NAVD 13.12') GARAGE LOW PT. EL : -1'-4" (NAVD 13.12') GARAGE LOW PT. EL : 0'-0" (14.46' NAVD) FINISHED FL. AH13 X500 AH13 X500 EL : 0'-0" (14.46' NAVD)GEN. PAD12'-0"24'-0 1/2"WALKWAY DRIVEWAY (PAVER AND GRASS / TURF) 24'-0" 9'-0 1/8"30'-11 7/8" SYMBOL LEGEND WATER METER MANHOLE SD SEWER DRAIN UTILITY POLE OHP OHP MH SHEET Drawn By:KP/MG Job No: Date: 55923 01-28-2025 DateNo. Revisions 1 2 3 SINGLE FAMILY HOME1074 HOLLYGATE LANENAPLES, FL 34103CONFIDENTIAL COPYRIGHT SOUTH FLORIDA DESIGN, INC. PURSUANT TO SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C., ALL CONCEPTS, IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND PLANS INDICATED OR REPRESENTED BY THIS DOCUMENT ARE COPYRIGHTED BY SOUTH FLORIDA DESIGN, INC. AS SUCH ALL CONCEPTS, IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND PLANS INDICATED OR REPRESENTED BY THIS DOCUMENT ARE OWNED BY AND THE PROPERTY OF SOUTH FLORIDA DESIGN, INC AND WERE CREATED, EVOLVED AND DEVELOPED FOR IT'S OWN USE. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, ARCHITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIER, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SOUTH FLORIDA DESIGN, INC. PURSUANT TO SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C., PROTECTION FOR AN ARCHITECTURAL WORK CREATED AS A WORK MADE FOR HIRE ON OR AFTER DECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBLICATION OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISHED PLANS, WHICHEVER TERM IS LESS. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C.; 18 U.S.C. SEC. 506. UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS, IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND PLANS DISCLOSED ARE COPYRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. ANYONE VIOLATING THE INTENT OF THIS COPYRIGHT PROTECTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE FEDERAL STATE AND LOCAL LAWS. WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DRAWINGS AND OR DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH FABRICATION. PERMIT SET All construction shall be in accordance with the 8th Edition 2023 FBC Residential and local jurisdiction amendments. Written dimensions on these drawings have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions of the job. SFD shall be notified in writing of any variations or discrepancies from the dimensions, conditions and specifications shown by these drawings. 03/18/25 DateNo. 4 5 6 Reviewed:01-22-24 KP 08/15/25 SCALE: 1/8" = 1'-0" SITE PLAN LOT 20, BLOCK B, OAK KNOLL, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4, PAGE (S) 42, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. LEGAL DESCRIPTION 1074 HOLLYGATE LANE NAPLES, FLORIDA 34103 PROPERTY ADDRESS REFER TO STRUCTURAL DRAWINGS FLOOD ZONE 2NO. OF STORIES PROPOSED HEIGHT 28'-1 7/8" (MEAN ROOF HEIGHT) FINISHED LIVING FLOOR LEVEL REFER TO DRAINAGE PLANFINISHED GRADE ELEVATION PROJECT DATA CODE REFERENCE 8TH EDITION 2023 FBC RESIDENTIAL CONSTRUCTION TYPE "V-b" UNPROTECTED DESIGNED FOR APPLICABLE WIND LOAD FLOOD ZONE X500 & AH 13 AVERAGE CROWN OF ROAD 14.46' (NAVD) 11.79' (NAVD) GENERAL NOTES 1. THE CONTRACTOR/BUILDER SHALL VERIFY THE SITE LAYOUT AND NOTIFY THE DESIGNER OF ANY DISCREPANCIES BEFORE START OF CONSTRUCTION. 2. SURVEY WAS PROVIDED BY OWNER AND PREPARED BY: BENCHMARK LAND SERVICES, INC. 1807 J & C BOULEVARD NAPLES, FL 34109 PH: 239-591-0778 3. THE CONTRACTOR/BUILDER SHALL PROVIDE CONDUIT UNDER PAVED AREAS FOR IRRIGATION, TELEPHONE, TV & GAS AS REQUIRED. 4. REFER TO DRAINAGE PLAN BY LANDSCAPE ARCHITECT OR ENGINEER FOR GRADING AND WATER DRAINAGE INFORMATION. 5. GENERAL CONTRACTOR / BUILDER IS RESPONSIBLE TO ENSURE THAT ALUMINUM SCREEN ENCLOSURE MEETS OR EXCEEDS THE RESIDENTIAL SWIMMING POOL SAFETY ACT, AS DOCUMENTED IN FLORIDA STATUTES SEC. 515.21-515.37. 6. COORDINATION OF CONSTRUCTION INCLUDING VERIFICATION OF DIMENSIONS AND FIELD CONDITIONS IS THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF SOUTH FLORIDA DESIGN AND RESOLVED PRIOR TO START CONSTRUCTION. 7. REFER TO LANDSCAPE DRAWINGS FOR DETAILED INFORMATION ON POOL DECK AND WALKWAYS, DRIVEWAYS AND LANDSCAPE LIGHTING. 1. SWIMMING POOL MUST BE ENCLOSED WITH A SAFETY BARRIER. THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES (1219 MM) ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. THE MAXIMUM VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 2 INCHES (51 MM) MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE THE BARRIER MAY BE AT GROUND LEVEL OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE, THE MAXIMUM VERTICAL CLEARANCE BETWEEN THE TOP OF THE POOL STRUCTURE AND THE BOTTOM OF THE BARRIER SHALL BE 4 INCHES (102 MM). 2. ACCESS GATES, WHEN PROVIDED, SHALL BE SELF-CLOSING AND SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS R4101.17.1.1 THROUGH R4101.17.1.7 AND SHALL BE EQUIPPED WITH A SELF-LATCHING LOCKING DEVICE LOCATED ON THE POOL SIDE OF THE GATE. WHERE THE DEVICE RELEASE IS LOCATED NO LESS THAN 54 INCHES (1372 MM) FROM THE BOTTOM OF THE GATE, THE DEVICE RELEASE MECHANISM MAY BE LOCATED ON EITHER SIDE OF THE GATE AND SO PLACED THAT IT CANNOT BE REACHED BY A YOUNG CHILD OVER THE TOP OR THROUGH ANY OPENING OR GAP FROM THE OUTSIDE. GATES THAT PROVIDE ACCESS TO THE SWIMMING POOL MUST OPEN OUTWARD AWAY FROM THE POOL. THE GATES AND BARRIER SHALL HAVE NO OPENING GREATER THAN 1/2 INCH (12.7 MM) WITHIN 18 INCHES (457 MM) OF THE RELEASE MECHANISM. NOTE: POOL FENCE AND GATE TO BE PERMITTED UNDER SEPARATE BUILDING PERMIT APPLICATION POOL SAFETY NOTES A-1 384 S.F.OUTDOOR LIVING MAIN LIVING A/C AREA SUMMARY 2,620 S.F. TOTAL A/C 4,674 S.F. FIRST FLOOR LIVING A/C 2,054 S.F. SECOND FLOOR TOTAL UNDER ROOF 5,922 S.F. 805 S.F.GARAGES 59 S.F.COVERED ENTRY POOL DECK 771 S.F. 1 1 DESIGNATED PARKING AREA 1,500 S.F. 557 S.F. REQUIRED FRONT YARD DESIGNATED PARKING AREA (HATCHED AREA) PARKING AREA = (37%) (MAXIMUM PERMITTED IS 40% OR 600 SQ. FT.) 2 2 Page 198 of 613 490' P. & M. B.R. L-1 ^ϬϬΣϬϵΖϰϱΗϭϯϱΖW͘^ϬϬΣϬϳΖϮϳΗϭϯϱ͘ϬϳΖD͘L-2EϬϬΣϬϵΖϰϱΗtϭϯϱΖW͘ΘD͘L-3 5' U.E.5' U.E.5' U.E. BEARINGS SHOWN HEREON ARE BASED UPON A PLATTED BEARING OF ^ϬϮΣϯϬΖϬϬΗt&KZd,^Khd,ZͬtK& HOLLYGATE LANE. >ͲϭсEϴϵΣϱϱΖϭϬΗtϲϬΖW͘ EϴϵΣϱϬΖϱϳΗtϱϵ͘ϵϭΖD͘ >ͲϮсEϴϵΣϱϱΖϭϬΗtϲϬΖW͘ΘD͘ >Ͳϯс^ϴϵΣϱϱΖϭϬΗϲϬΖW͘ ^ϴϵΣϱϵΖϮϮΗϲϬ͘ϬϵΖD͘ CONC. W.M.W.M. W.M. S.D. 11.71'11.79' 1.96' S. 5.00' E. FENCE1.96' S. 5.00' W. FENCE LOT 20 BLOCK B LOT 19 BLOCK B LOT 21 BLOCK B HOLLYGATE LANE (IMPROVED) 60' R/W (P.) ASPHALT NORTH NAPLES HEIGHTS (P.)30.0'LOT 26 BLOCK B LOT 18 BLOCK B E.P. SOUTH R/W EAST R/WFND. 5/8" I.R. NO I.D. FND. 5/8" I.R. NO I.D. FND. 5/8" I.R. NO I.D. FND. 5/8" I.R. NO I.D. O.H.L. 5' U.E.5' U.E.5' U.E. SET 1/2" I.R. LB7502 SET 1/2" I.R. LB7502 0.33' S. 0.33' W. SET 1/2" I.R. LB7502 M.H. TBM#2 ELEV.= 11.87' M.H.W.MEAN HIGH WATER LINE N NORTH N.&D. NAIL & DISK N.R.NON-RADIAL O.H.L.OVERHEAD LINE P.PLAT P.C.POINT OF CURVATURE P.C.C.POINT OF COMPOUND CURVATURE P.E.P.POOL EQUIPMENT PAD P.I.POINT OF INTERSECTION P.O.C.POINT OF COMMENCEMENT LEGEND A.E.ACCESS EASEMENT B.R.BEARING REFERANCE C.CALCULATED C.B.CATCH BASIN C.U.E.COUNTY UTILITY EASEMENT C.V.G.CONC VALLEY GUTTERD.DEEDED CATV.CABLE TV. RISER C/O CLEAN OUT D.DEEDED D.E.DRAINAGE EASEMENT D.H.DRILL HOLE E EAST D.H.DRILL HOLE E.O.W.EDGE OF WATER ELEC.ELECTRIC BOX F.F.FINISHED FLOOR FND.FOUND G.A.GUY ANCHOR I.D.IDENTIFICATION L.B. LAND SURVEYING BUSINESS M.FIELD MEASURED M.E.S.MITERED END SECTION P.R.M.PERMANENT REFERENCE MONUMENT P.T.POINT OF TANGENCYPK PARKER-KALON NAIL P.U.E.PUBLIC UTILITY EASEMENT R/W RIGHT-OF-WAY S SOUTH S.D.STORM DRAIN T.B.M.TEMPORARY BENCHMARK TEL.TELEPHONE FACILITIES U.E.UTILITY EASEMENT W WEST W.M.WATER METER 0.00' 0.00' EXISTING ELEVATION PROPOSED ELEVATION POWER POLE LIGHT POLE FIRE HYDRANT WELL WATER VALVE NOTES: 1. LEGAL DESCRIPTION PROVIDED BY OTHERS. NO EXAMINATION OF TITLE MADE BY SURVEYOR. 2. THIS CERTIFICATION IS ONLY FOR THE LANDS DESCRIBED. IT IS NOT A CERTIFICATION OF TITLE, ZONING, EASEMENTS, FREEDOM FROM ENCUMBRANCES OWNERSHIP OR RIGHTS-OF-WAY. 3. UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. WALL TIES ARE TO THE FACE OF THE WALL. TIES ARE NOT TO BE USED TO RECONSTRUCT BOUNDARY LINES. FENCE OWNERSHIP NOT DETERMINED. 4. NOT VALID WITHOUT THE SIGNATURE & ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ONLY VISIBLE ENCROACHMENTS LOCATED. 5. THIS SURVEY IS INTENDED FOR USE BY THOSE TO WHOM IT IS CERTIFIED. 6. DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. NO EFFORT WAS MADE TO PROVE PLAT BOUNDARIES. 7. PARCEL SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, AND RIGHT-OF-WAYS OF RECORD. 8. WHEN LOCATION OF EASEMENTS OR RIGHTS-OF-WAY OF RECORD, OTHER THAN THOSE ON RECORD PLAT IS REQUIRED, THIS INFORMATION MUST BE FURNISHED TO THE SURVEYOR AND MAPPER, PER FLORIDA STATUTE 5J-17.052 (4)(d) OF THE FLORIDA ADMINISTRATIVE CODE. 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 10. THE F.E.M.A. FLOOD ZONE INFORMATION INDICATED HEREON IS BASED ON INTERPRETATION OF MAPS SUPPLIED BY THE FEDERAL GOVERNMENT. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO VERIFY FLOOD ZONE INFORMATION AND BUILDING RESTRICTIONS PRIOR TO ANY CONSTRUCTION OR PLANNING. 11. ELEVATIONS SHOWN HEREON ARE BASED UPON N.A.V.D. 1988. I HEREBY CERTIFY THAT A SURVEY OF THE HEREON DESCRIBED PROPERTY WAS MADE UNDER MY DIRECTION PER STANDARDS OF PRACTICE AS PER CHAPTER 5J-17.053, F.A.C. & PURSUANT TO SECTION 472.027, FLORIDA STATUTES. _____________________________________________ KENNETH SARRIO PROFESSIONAL SURVEYOR AND MAPPER PSM NO. 6348 STATE OF FLORIDA 0'15'30' N BEARING BEARING SHOWN HEREON ARE BASED UPON A PLATTED Z/E'K&^Khd,yyΣyyΖyyΗt^d^^,KtE^>ͲϭKs͘ 1807 J. & C. Boulevard Naples,Florida 34109 L.B. # 7502 Tel. 239-591-0778 Benchmarklandservices.com BENCHMARK LAND SERVICES, INC. LEGAL DESCRIPTION AS FURNISHED Lot 20, Block B, OAK KNOLL, according to the plat thereof as recorded in Plat Book 4, Page (s) 42, of the Public Records of Collier County, Florida. CERTIFIED TO Cheryl Bartolo FLOOD ZONE INFORMATION Community Number: 120067 Panel: 0383 Suffix: J Effective Date: 02/08/2024 Flood Zone: X / X500 PROPERTY ADDRESS 1074 Hollygate Lane Naples, FL 34103 SKETCH OF BOUNDARY SURVEY SURVEY# 24143 DRAWN BY:CHECKED BY: K.S.E.S. DATE OF SURVEY: 08/16/2023 COMPLETION DATE: 08/16/2023 GRAPHIC SCALE SCALE: 1"= 30' 2.54' 3.71'25.33'25.14'7.78' 7.72'10.56'10.50'10.52'10.43'7.5' 7.5' 7.60' 7.61' 16.2' 15.0'10.5'7.2'6.7'6.4'85.2'14.1'2.6'7.9'2.6'22.7' 24.6'13.1'POOL SHELL FOUNDATION FOR BUILDING #1074 ELEV.= 14.4'GARAGEGARAGE13.4'13.4'78.5'20.9'20.9'10.5'16.2'STEMWALLCONC PADS SPOT SURVEY: 07/14/2025 Date: SURVEY HAS BEEN REVIEWED BY ZONING FOR COMPLIANCE Survey Approved Rejected PRFH20250205186 1-2 Family Home 7/16/2025 ffe 14.4 4 4 Page 199 of 613 PRFH2025020518601 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS PERMIT PERMIT #: PRFH2025020518601 PERMIT TYPE: Building DATE ISSUED: April 25, 2025 BUILDING CODE IN EFFECT: FBC 8th Edition 2023 w/ 2024 sup1 JOB ADDRESS: 1074 Hollygate LN, Naples FOLIO #: JOB DESCRIPTION: NEW 2 STORY SINGLE FAMILY RESIDENCE WITH DRIVEWAY. Ref -DEMO PRDM20240203800 Roof-Tile 1074 Hollygate LN, Naples OWNER INFORMATION: CANA HOMES LLC 878 NEAPOLITAN WAY NAPLES, FL 34103 AREA OF WORK (SQFT): 5922 SETBACKS: FRONT: 25' REAR: 20' (RSF-5) LEFT: 7.5 RIGHT: 7.5' FLOOD ZONE: X500 SEWER: Sewer WATER: Existing CONTRACTOR INFORMATION:CERTIFICATE #: CANA HOMES LLC 5130 ALPHA CT NAPLES, FL 34105 (239) 300-5837 LCC20210000021 SUB CONTRACTOR INFORMATION: MVP POWER SERVICES INC 2121 SE 5TH ST CAPE CORAL, FL 33990 (239) 834-7468 PERFORMANCE AIR OF SOUTHWEST FLORIDA, INC. 5577 6TH ST WEST LEHIGH ACRES, FL 33971 (239) 334-0337 A-1 AFFORDABLE PLUMBING INC. 3522 Plover Ave NAPLES, FL 34117 (239) 200-3522 APPLE ROOFING, LLC (DBA) SAINT RAPHAEL ROOFING 7911 DREW CIRCLE FORT MYERS, FL 33967 (239) 220-5120 Page 200 of 613 PRFH2025020518601 INSPECTION JOB CARD To schedule inspections call 239-252-3726 or visit https://cvportal.colliercountyfl.gov/cityviewweb SETBACKS: FRONT:25'REAR:20' (RSF- 5) LEFT:7.5 RIGHT:7.5'SPECIAL:FLOOD ZONE: FZX500 INSPECTION OUTCOME COMMENTS 100 - Footings 103 - Floating Slab Soil Treatment for Termite 104 - Tie Beam 106 - Columns 107 - Truss/Sheathing/Bucks 108 - Framing All rough trade inspections must be passed prior to scheduling. 109 - Insulation 111 - Dry-in/Flashing 115 - Building Final 118 - Lintel Beam 119 - Fill Cells 131 - Tenant Sep/ Rated Drywall Garage #2 Ceiling for living above 134 - Roofing Final 136 - Impact Glass 151 - Shearwall/Nailing 152 - Shearwall/Water Barrier 153 - Shearwall/Stucco Lath 154 - Soffit Coverings In progress Please do NOT complete Soffit installation prior to inspection. 200 - Plumbing Underground 201 - Plumbing Rough-in 202 - Plumbing Stack 203 - Sewer Tap 204 - Plumbing Final 219 - Shower Pan Test Page 201 of 613 PRFH2025020518601 300 - A/C Rough 301 - A/C Final 501 - Electrical Rough 502 - Electrical Final 505 - Temporary Power Residential 508 - TV/Telephone Rough 509 - TV/Telephone Final 801 - Site Drainage This Property is located in a Subdivision with a Master Drainage System SFWMD Permit number: 11-100238-P 802 - Landscaping 810 - Exotic Vegetation Removal 814 - Erosion/Silt The 814 - Erosion/Silt must be passed before any other inspections are scheduled. OPEN CONDITIONS Condition Type:Condition Description: Informational NOTICE OF CLEARING RESTRICTIONS: The issuance of a building permit for a single-family dwelling allows up to one (1) acre of native vegetation to be cleared. Clearing more than one (1) acre may be allowed for accessory structures and requires a separate Vegetation Removal Permit. Properties located in the following zoning district overlays may not be allowed to clear one (1) acre: Rural Fringe Mixed Use District (RFMU), Big Cypress Area of Concern (ACSC), and Special Treatment Overlay (ST). There may be additional restrictions related to clearing native vegetation and impacts to wetlands or protected species found on the property. State and Federal agency permits may be required. Contact the Growth Management Department?s Environmental Services at (239) 252-2400 for additional information. CO Hold Right of way permit must be issued before issuance of this permit. Please upload issued ROW permit to the portal. Informational - All Auxiliary Permits must obtain Certificate of Completions (C.C.) - Satisfy all Required Conditions, including but not limited to approval of uploaded documents. - Payment of All Outstanding Fees Inspection Hold Notice of Commencement: Upload to the condition on the portal. Informational Use the form located at https://www.colliercountyfl.gov/home/showdocument?id=105797&t=638403984984558370 to request Permit extensions, cancellations, and changes/withdrawals of Contractors, Subcontractors and Qualifiers. Instructions are provided with the form. Right-of-Way (ROW) and Well permits may only use this process for cancellations. Change/withdrawal of contractor does not apply to self-issued permits. Contact Building Permit Resolution Services at 239-252-2493 for assistance completing the form. Submit the form by clicking the Browse button below. Informational BDT ? Blower Door Test will be uploadable after the PASS of the 109 insulation inspection. Informational Energy Calculation Summary Sheet will be uploadable after the PASS of the 109 insulation inspection. Page 202 of 613 PRFH2025020518601 Informational FEMA - All equipment must be above flood plus one foot. Any materials used below flood level must comply with FEMA regulations Informational A Survey is required and must verify that improvement(s) meet setbacks, easements, and elevation requirements per Chapter 62, Collier County Code of Laws and Ordinances and Building Division Bulletin #21. Throughout the duration of the permit, please review the survey conditions for when to upload the survey. For improvements with a foundation, the spot survey must be provided within 10 days of a finished slab or pool shell inspection. Failure to do so will result in an inspection hold on the permit. CO Hold Soil Compaction Test. Upload to the condition on the portal. CO Hold Any required County impact fees will be due prior to issuance of a temporary or final Certificate of Occupancy CO Hold At the time of permit application, the permitted structure is in the special flood hazard area. An Under Construction Elevation Certificate is required within 10 days of passing a 103 or 133 inspection of slab or other foundation system. Prior to obtaining County approval of the Under Construction Elevation Certificate, the permit holder?s construction activities are at his/her own risk. Under Construction Elevation Certificates must verify the slab meets minimum elevations per the Florida Building Code and Chapter 62, Collier County Code of Laws and Ordinances (e.g., BFE +1 or 18? above the crown of the road, whichever is higher, and the elevation established by the SFWMD permit). CO Hold > Elevation Certificate NOTE: If you are unable to schedule your inspection, please contact the inspection desk at 252-2400. NOISE ORDINANCE: Collier County Codes of Laws and Ordinances 54-92(f) Construction Sound. NOISE LIMITATIONS are in effect at all times. Work permitted, RESIDENTIAL Areas – 6:30 AM to 7:00 PM Monday thru Saturday; NON-RESIDENTIAL Areas (more than 500 feet from Residential Area) 6:00AM to 8:00PM Monday thru Saturday. No Work on Sundays or Holidays. RADIOS, LOUDSPEAKERS, ETC. – Must not disturb peace, quiet and comfort of neighboring inhabitants. FREE CABLE LOCATIONS – Call 48 Hours prior to digging/FPL 434-1222/UTS 1-800-542-0088/PalmerCATV 783-0638 and all other applicable utilities. Per currently adopted building code ordinance, as it may be amended, all work must comply with all applicable laws, codes, ordinances, and any additional stipulations or conditions of this permit. This permit expires if work authorized by the permit is not commenced within six (6) months from the date of issuance of the permit. Additional fees for failing to obtain permits prior to the commencement of construction may be imposed. Permittee(s) further understands that any contractor that may be employed must be a licensed contractor and that the structure must not be used or occupied until a Certificate of Occupancy is issued. NOTICE: PRIOR TO THE REMOVAL OF ASBESTOS PRODUCTS OR THE DEMOLITION OF A STRUCTURE, FEDERAL AND STATE LAWS REQUIRE THE PERMITTEE (EITHER THE OWNER OR CONTRACTOR) TO SUBMIT A NOTICE OF THE INTENDED WORK TO THE STATE DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). FOR MORE INFORMATION, CONTACT DEP AT (239) 344-5600. NOTICE: In addition to the conditions of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Page 203 of 613 Approval of Construction Documents Building Plan Review & Inspection 2800 N. Horseshoe Dr, Naples, FL 34104 239-252-2400 Residential Permits These electronic documents have been reviewed for Code Compliance by the Building Plan Review & Inspection Division of the Collier County Growth Management Department. The documents are available for download from the GMD Public Portal. These specific documents, listed as “Approved Plans (PR)” on the Portal, must be available for Inspectors to review on the job site in either electronic or paper form as the approved version in accordance with the Florida Building Code Section 107.3.1. Other supporting documents may be required on site as needed to meet code requirements. Permit Number: PRFH2025020518601 Job Site Address: 1074 Hollygate LN, Naples Permit Description: NEW 2 STORY SINGLE FAMILY RESIDENCE WITH DRIVEWAY. Ref -DEMO PRDM20240203800 Roof-Tile 1074 Hollygate LN, Naples Permit Issuance Date: 04/25/2025 Document List: Portal File Type Portal File Name Page 204 of 613 Growth Management Community Development 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 • www.colliercountyfl.gov/ Outstanding Corrections Date: April 21, 2025 APPLICATION NO: PRFH20250205186 Applicant Name: PREMIER CONSULTING & MANAGEMENT Email:Paola@premier-mgt.com JOB SITE ADDRESS: 1074 Hollygate LN, Naples JOB DESCRIPTION: NEW 2 STORY SINGLE FAMILY RESIDENCE WITH DRIVEWAY. Ref -DEMO PRDM20240203800 Roof-Tile 1074 Hollygate LN, Naples Dear Applicant: Plans submitted with the referenced permit have been reviewed. The following comments need to be addressed as noted. Application Resubmittals: ·All resubmitted documents must be submitted at the same time.Once accepted,no more documents can be submitted. All document changes must be clouded. ·Corrected documents must be submitted as complete files,with the corrected sheets replacing the rejected sheets. Submittals containing just the corrected sheets will be returned as Insufficient. ·A written letter of response,summarizing the changes made to address each correction comment must be included in your resubmittal. Failure to include a written letter of response will result in a incomplete notice. ·After the resubmittal is processed the documents will be reviewed again;additional deficiencies may be identified through this process. ATTENTION: In accordance with FBC 105.3.2 Time limitation of application,an application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing,unless such application has been pursued in good faith or a permit has been issued. A new application for the permit will need to be applied for. Rejected Review: Residential Review Reviewed By: Thomas Messer Phone:239-252-1063 Email:Thomas.Messer@colliercountyfl.gov Correction Comment 2: The wind speed on the Truss Drawings and Truss Details that were just submitted on 04/08/25 is incorrect. Please correct to be 165mph. Adopted Wind speeds can be found on our Addressing Map: https://colliercountygmd.maps.arcgis.com/home/index.html FBC-R 8th 2023 R301.2.1 - Wind Design Criteria Correction Comment 3: The square footage on the drawings and the square footage on the Energy Calcs do not match. Please correct. FBC-B 8th 2023 107.2.1 - Information on construction documents Rejected Review: Zoning Review Reviewed By: Lisa Blacklidge Phone:239-252-2758 Email:Lisa.Blacklidge@colliercountyfl.gov Correction Comment 1: REV2: Pool bath must meet 25' rear yard setback. Covered porch is ok at 10. ------- Proposed improvements do not meet required setbacks. Please revise to meet required setback requirement for this district. The covered roofed living space and the pool bath are not meeting the 25' rear yard principal setback. Page 205 of 613 City of Naples UTILITIES DEPARTMENT 380 RIVERSIDE CIRCLE ● NAPLES, FLORIDA 34102 TELEPHONE (239) 213-5051 ● UTILITIESFORMS@NAPLESGOV.COM Ethics above all else ... Service to others before self ... Quality in all that we do. April 24, 2025 Anthony Lober 878 Neapolitan Way Naples, FL 34103 Subject: Potable Water and Sanitary Sewer Service Availability Folio number: 64410680001 Service Address: 1074 HOLLYGATE LN Collier County Building Permit: PRFH2025025186 Dear Mr. Lober: This letter attests that the subject property is located within the City of Naples potable water and sanitary sewer service area. Connection to the City of Naples water and sewer system at the property listed above is mandatory per section 30-31 and 30-156 of the City of Naples code of ordinances. This letter confirms installation of a new 1” potable water meter for domestic and/or irrigation services to the cited property. Also, there is a 6” potable water main and a 10” sewer gravity line within the right- of-way available for additional connections. As such, allocation of additional potable water capacity and sewer connections will be assured as the water meter application and sewer service application have been received and approved by the City of Naples Utilities Department. In addition, any applicable potable water and sewer system development fees including connection fees have been paid. It is noted that the customer has a responsibility to protect the City of Naples water system from potential cross-connection, per Section 30-96 of the City of Naples Code of Ordinances. As such, Collier County will place a “condition” on the building permit requiring a backflow prevention assembly to be installed and inspected. Once installed, please send an e-mail to backflow@naplesgov.com requesting the inspection. Once the inspection has passed, the condition will be removed. If you have any questions or require any additional information, please contact us at (239) 213-5051 or e-mail: akeeney@naplesgov.com Sincerely, Annette Keeney Utilities Permit Coordinator Page 206 of 613 Growth Management Community Development 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 • www.colliercountyfl.gov/ Outstanding Corrections Date: March 19, 2025 APPLICATION NO: PRFH20250205186 Applicant Name: PREMIER CONSULTING & MANAGEMENT Email:Paola@premier-mgt.com JOB SITE ADDRESS: 1074 Hollygate LN, Naples JOB DESCRIPTION: NEW 2 STORY SINGLE FAMILY RESIDENCE WITH DRIVEWAY. Ref -DEMO PRDM20240203800 Roof-Tile 1074 Hollygate LN, Naples Dear Applicant: Plans submitted with the referenced permit have been reviewed. The following comments need to be addressed as noted. Application Resubmittals: ·All resubmitted documents must be submitted at the same time.Once accepted,no more documents can be submitted. All document changes must be clouded. ·Corrected documents must be submitted as complete files,with the corrected sheets replacing the rejected sheets. Submittals containing just the corrected sheets will be returned as Insufficient. ·A written letter of response,summarizing the changes made to address each correction comment must be included in your resubmittal. Failure to include a written letter of response will result in a incomplete notice. ·After the resubmittal is processed the documents will be reviewed again;additional deficiencies may be identified through this process. ATTENTION: In accordance with FBC 105.3.2 Time limitation of application,an application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing,unless such application has been pursued in good faith or a permit has been issued. A new application for the permit will need to be applied for. Rejected Review: Residential Review Reviewed By: Thomas Messer Phone:239-252-1063 Email:Thomas.Messer@colliercountyfl.gov Correction Comment 1: Please clarify the following: FBC-B 8th 2023 107.2.1 - Information on construction documents. The Drawings reference R-19 spray foam and the Energy Calcs reference R-30 vented. Please correct the documents so they both match. Rejected Review: Zoning Review Reviewed By: Stefanie Nawrocki Phone:239-252-2313 Email:Stefanie.Nawrocki@colliercountyfl.gov Correction Comment 1: Proposed improvements do not meet required setbacks. Please revise to meet required setback requirement for this district. The covered roofed living space and the pool bath are not meeting the 25' rear yard principal setback. Correction Comment 2: LDC 4.05.03 A.: Unless parked or stored in an enclosed structure, the parking or storing of automobiles in connection with single-family dwelling units shall be limited to stabilized subsurface base or plastic grid stabilization system covered by surface areas made of concrete, crushed stone, crushed shell, asphalt, pavers or turf parking systems specifically designated for the parking of automobiles. The designated parking area may not comprise an Page 207 of 613 Growth Management Community Development 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 • www.colliercountyfl.gov/ area greater than forty (40%) percent of any required front yard; which, nonetheless, may not serve to limit a driveway to a width of less than twenty (20) feet. All parked automobiles shall utilize only the designated parking areas of the lot. Correction Comment 3: The FFE is not consistent between the survey and the stormwater plan. Rejected Review: Engineering Review Reviewed By: Christian Mumme Phone:239-252-1301 Email:Christian.Mumme@colliercountyfl.gov Correction Comment 1: -According to the Information provided the total Impervious area is 56.21%, therefore a Type II stormwater Plan must be provided, what was provided was a Site plan with the pervious and impervious area calculations, however, Per LDC section 6.05.03. D.2 a type II stormwater plan must show On-site retention areas and an Engineer's analysis that demonstrates the water quantity calculations that demonstrate the ability to accommodate the runoff from the area exceeding the applicable threshold from a 5-year 1-day storm. Pleas provide this information and do a right classification as a Type II Stormwater plan on the new plans. -Please note that per LDC Section 6.05.03, pools are considered impervious area. Page 208 of 613 Growth Management Community Development 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 • www.colliercountyfl.gov/ Outstanding Corrections Date: April 21, 2025 APPLICATION NO: PRFH20250205186 Applicant Name: PREMIER CONSULTING & MANAGEMENT Email:Paola@premier-mgt.com JOB SITE ADDRESS: 1074 Hollygate LN, Naples JOB DESCRIPTION: NEW 2 STORY SINGLE FAMILY RESIDENCE WITH DRIVEWAY. Ref -DEMO PRDM20240203800 Roof-Tile 1074 Hollygate LN, Naples Dear Applicant: Plans submitted with the referenced permit have been reviewed. The following comments need to be addressed as noted. Application Resubmittals: ·All resubmitted documents must be submitted at the same time.Once accepted,no more documents can be submitted. All document changes must be clouded. ·Corrected documents must be submitted as complete files,with the corrected sheets replacing the rejected sheets. Submittals containing just the corrected sheets will be returned as Insufficient. ·A written letter of response,summarizing the changes made to address each correction comment must be included in your resubmittal. Failure to include a written letter of response will result in a incomplete notice. ·After the resubmittal is processed the documents will be reviewed again;additional deficiencies may be identified through this process. ATTENTION: In accordance with FBC 105.3.2 Time limitation of application,an application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing,unless such application has been pursued in good faith or a permit has been issued. A new application for the permit will need to be applied for. Rejected Review: Residential Review Reviewed By: Thomas Messer Phone:239-252-1063 Email:Thomas.Messer@colliercountyfl.gov Correction Comment 2: The wind speed on the Truss Drawings and Truss Details that were just submitted on 04/08/25 is incorrect. Please correct to be 165mph. Adopted Wind speeds can be found on our Addressing Map: https://colliercountygmd.maps.arcgis.com/home/index.html FBC-R 8th 2023 R301.2.1 - Wind Design Criteria Correction Comment 3: The square footage on the drawings and the square footage on the Energy Calcs do not match. Please correct. FBC-B 8th 2023 107.2.1 - Information on construction documents Rejected Review: Zoning Review Reviewed By: Lisa Blacklidge Phone:239-252-2758 Email:Lisa.Blacklidge@colliercountyfl.gov Correction Comment 1: REV2: Pool bath must meet 25' rear yard setback. Covered porch is ok at 10. ------- Proposed improvements do not meet required setbacks. Please revise to meet required setback requirement for this district. The covered roofed living space and the pool bath are not meeting the 25' rear yard principal setback. THIS HAS BEEN RECTIFIED. THANK YOU FOR APPROVING OF THE REVIEW. PLEASE SEE THE ATTACHED REVISED ENERGY CALCS PACKET CORRECTING THE SQ FT. PLEASE SEE THE ATTACHED REVISED TRUSS ENGINEERING AND TRUSS LAYOUT SHOWING OVER 165MPH. Page 209 of 613 Page 210 of 613 1'-4"13'-0 3/4"10'-8"2'-6"4'-0"9'-0"1'-0"12'-0"1'-8 3/4"1'-4"2'-0"4'-0"9'-0"1'-4"1'-8"FRONT ELEVATION SCALE 1/4" = 1' 12 4 12'-0" T.O.B. 23'-8 3/4" T.O.B. 13'-8 3/4" 2ND FIN.FL. 25'-0 3/4" T.O.B. STUCCO FINISH 0'-0" FIN.FL. 14.46' NAVD TILE ROOF B-1 B-2B-2 B-1 B-3 B-1 B-5 B-1B-1 B-3 1'-4"13'-0 3/4"10'-8"2'-6"4'-0"9'-0"1'-0"12'-0"1'-8 3/4"1'-4"2'-0"4'-0"9'-0"1'-4"1'-8"FRONT ELEVATION SCALE 1/4" = 1' 12 4 12'-0" T.O.B. 23'-8 3/4" T.O.B. 13'-8 3/4" 2ND FIN.FL. 25'-0 3/4" T.O.B. STUCCO FINISH 0'-0" FIN.FL. 14.46' NAVD TILE ROOF B-1 B-2B-2 B-1 B-3 B-1 B-5 B-1B-1 B-3 1'-4"10'-8"1'-8"10'-4"2'-0"8'-0"1'-8 3/4"9'-4"2'-8"2'-0"10'-0"RIGHT ELEVATION SCALE 1/4" = 1' 12 4 STUCCO FINISH TILE ROOF 12 4 STUCCO FINISH GENERATOR POOL EQUIPMENT B-1 B-1 B-4 B-4 B-3 B-5B-5 B-3 B-1 B-3 B-1 1'-4"10'-8"1'-8"10'-4"2'-0"8'-0"1'-8 3/4"9'-4"2'-8"2'-0"10'-0"RIGHT ELEVATION SCALE 1/4" = 1' 12 4 STUCCO FINISH TILE ROOF 12 4 STUCCO FINISH GENERATOR POOL EQUIPMENT B-1 B-1 B-4 B-4 B-3 B-5B-5 B-3 B-1 B-3 B-1 TABULATION 1ST FL LIVING 2,620 SQ. FT. GARAGE 805 SQ. FT. ENTRY 59 SQ. FT. 2ND FL LIVING 2,054 SQ. FT. TOTAL 5,922 SQ. FT. OUTDOOR LIVING 384 SQ. FT.(RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-1Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 17:41:23-04'00' Page 211 of 613 1'-4"4'-8"2'-0"10'-0"1'-4"10'-8"1'-0"4"6'-0"1'-4"8'-8"10'-8"10'-0"2'-0"1'-8 3/4"8'-0"8'-0"LEFT ELEVATION SCALE 1/4" = 1' 12 4 TILE ROOF TILE ROOF STUCCO FINISH B-1 SCREEN SCREEN B-1 B-3 B-3 B-1 B-3 B-1 B-3 PCL1'-4"4'-8"2'-0"10'-0"1'-4"10'-8"1'-0"4"6'-0"1'-4"8'-8"10'-8"10'-0"2'-0"1'-8 3/4"8'-0"8'-0"LEFT ELEVATION SCALE 1/4" = 1' 12 4 TILE ROOF TILE ROOF STUCCO FINISH B-1 SCREEN SCREEN B-1 B-3 B-3 B-1 B-3 B-1 B-3 PCL1'-4"2'-0"2'-0"STUCCO FINISH REAR ELEVATION SCALE 1/4" = 1' 12 4 TILE ROOF TILE ROOF STUCCO FINISH B-6 B-3 B-3 1'-4"2'-0"2'-0"STUCCO FINISH REAR ELEVATION SCALE 1/4" = 1' 12 4 TILE ROOF TILE ROOF STUCCO FINISH B-6 B-3 B-3 (RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-2Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 212 of 613 UP 1'-8"4'-0"3'-8"4'-0"8"3'-6"11'-2"4'-9"5'-11"6'-8"5'-11"5'-7"7'-8"7'-2"3'-10"5'-2"6'-10"11'-2" 14'-0"62'-2"23'-2" 99'-4" 3'-10"2'-10" 6'-8"21'-2" 2'-8"6'-8"22'-0"16'-0"44'-8"8"6'-4"6'-2"8'-10"7'-0"15'-0"22'-0"63'-4"14'-0" 99'-4" 8"11'-8"1'-8" 3'-5"6'-8"14'-0"2'-4"9'-0"9'-0"2'-4"8"6'-8"8"2'-0"5'-0"5'-0"2'-0"22'-8"8'-0"14'-0"44'-8"1'-4" 9'-4"6"12'-2"2'-4"4'-0"4'-0"7'-0"7'-0"8'-8"19'-4"2'-10"8'-10"2'-4"3'-2"2'-6"3'-3"1'-11"3'-2"5'-6"13'-0"21'-4" 17'-4"4'-0"18'-7"3'-8" 17'-10"6'-4"17'-6"8'-2"7'-4"7'-2"4'-2"6'-0"12'-6"6'-3"15'-7"13'-2 1/2"12'-10"4'-0"4'-10"1'-1"4'-0"FOUNDATION PLAN SCALE 1/4" = 1' AAIIII HH JJ KK LL LL MM 22 11 33 44 55 66 77 88 1010 1010 99 1010 -0'-4 -0'-4 -0'-4 -1'-0 4" RECESS 4" RECESS4" RISER4" RISER4" RISER 4" RISER #5 VERT. REBAR 4' O.C. W/ STD. 90 DEGREE HOOK OR PER CODE 4" CONCRETE SLAB W/6" X 6" # 1.4 X 1.4 WWM OR FIBER MESH OVER 6MIL VAPOR BARRIER ON WELL COMPACTED TERMITE TREATED FILL (TYPICAL ALL SLABS)0'-0" 2" SLOPE 1" SLOPE 1" SLOPE2" SLOPE 2" SLOPE 36" X 12" CONC. STEM WALL FOOTING W/ 4 #5 CONT. REBAR (TYPICAL) F-3F-3 F-2F-2 AA CC BB BB BB BB BB TSC-1 (ABOVE) JJ F-1F-1 F-1F-1 F-1F-1 TSC-2 (ABOVE) GS-2 GS-2 -1'-0 KK 4" CONCRETE SLAB 4" CONCRETE SLAB 4" CONCRETE SLAB CB-1 CB-1 18'-8"9'-0"15'-4"10'-0"6'-4"8'-0"18'-0" 10'-2"7'-0"13'-11 1/2"5'-11 1/2"7'-9"9'-2"6'-9"11'-1"13'-6"13'-8"13'-10" 19'-5"2'-7"5'-2"6'-8"2'-10"21'-8"3'-10"23'-2" AAAABBCCDDEEEEFF (RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-3Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 213 of 613 FOOTING REINFORCEMENT (4) #5 E.W. BOTTOM FOOTING DIMENSIONS 2'-6"x2'-6"x12" NOTES FOOTING SCHEDULE MARK F-1 EL= (-) 0'-4" F-2 5'-0"x2'-0"x12"(4) #5 E.W. BOTTOM EL= (-) 0'-4" F-3 5'-0"x5'-0"x12"(6) #5 E.W. BOTTOM EL= (-) 0'-4" ALL COURSES SHALL BE SET IN FULL MORTAR BED CLEAN OUT OPENINGS AT ALL GROUT FILLED CELL LOCATIONS FOR WALLS 4'-0" HIGH OR GREATER FOOTING- SEE STRUCTURAL PLAN CONCRETE BLOCK- SEE NOTES ELSEWHERE FOR VERT. REINFORCEMENT WITH MATCHING FOOTING DOWELS- SEE PLAN FOR SIZE AND LOCATION (TYPICAL) HORZ. JOINT REINFORCEMENT AT 16" O.C. AT ALL WALLS 10'-0" TALL OR GREATER STARTING AT FIRST COURSE ABOVE FOOTING GROUT FILLED CELL AT ALL VERT. BAR LOCATIONS PLACE SCREEN OVER CORES NOT TO BE FILLED WITH GROUT TIE BEAM or BOND BEAM- SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCEMENT (TYPICAL) SIZE AND TYPE TYPICAL MASONRY WALL CONSTRUCTION REINFORCEMENT TYPICAL CORNER FOOTING ORBEAM WIDTHFOOTING OR BEAM WIDTH FOOTING OR BEAM WIDTH CORNER BARS WITH 44db. LAP}. { HORIZONTAL BARS SHALL BE OF BAR SIZE TO MATCH LARGEST BEAM, WALL OR FOOTING REINFORCING BARS (ACI 318-02). BARS MUST BE PLACED AT TOP AND BOTTOM. MIDDLE BARS SHALL BE PROVIDED AT ALL BEAMS CONTAINING MIDDLE REINFORCEMENT (SEE PLAN FOR SCHEDULE) 1'-4" 1'-4" N.T.S. FINISHED FLOOR GARAGE / LIVING LEVEL PARTITION GARAGE FLOOR 0'-0" -0'-4" ROOF TRUSS BOTTOM CHORD PROVIDE 2X4 BLOCKING WHERE TRUSS PARALLES FRAME WALL MTS20 ANCHOR STRAP AT EACH TRUSS WHERE TRUSS ALIGNS WITH STUD BELOW. USE HUGHES SPT-2 WHERE TRUSS DOES NOT ALIGN WITH STUD(2) 2X4 or 2X6 CONT. TOP PLATE MIN. 2'-O" LAP AT LOAD BRNG WALLS 2X4 or 2X6 STUDS AT 16" O.C.(BEARING WALL) SOUTHERN YELLOW PINE #02 W/ SPH4 OR SPH6 TOP & BOTTOM R-11 INSULATION 1/2" DRYWALL EACH SIDE 2X4 or 2X6 P.T. SILL PLATE ATTACH TO EACH STUD WITH SIMPSON SPH4 or SPH6 @ EACH STUD 6 MIL VAPOR BARRIER CLEAN MECHANICALY COMPACTED SOIL PT Bottom Plate Bolted to slab w/ 1/2" x 8" Expansion anchors @ 24" O.C. BLOCKING AT MID-HIEGHT (2) #5 REBARS CONT.4"4"8" N.T.S. 0'-0" FINISHED FLOOR SHOWER RECESS 6 MIL VAPOR BARRIER MECHANICALY COMPACTED FILL WITH SOIL POISONING 4" CONCRETE SLAB W/TROWEL FINISH 3000 PSI CONCRETE 6 X 6 / 2.9 X 2.9 W.W.M. OR FIBER MESH #5 CONT. REBAR BEARING WALL LEGEND INDICATES 2x8 No.2 S.Y.P. FRAMED BEARING WALLS WITH STUDS AT 16" O.C. BLOCKING AT 4'-0" O.C. (MAX.) AND SIMPSON SPH8 AT EACH STUD TOP AND BOTTOM (SEE SECTIONS FOR ADDITIONAL ATTACHMENTS) A BEARING WALLS WITH STUDS AT 16" O.C. ATTACHMENTS) INDICATES 2x6 No.2 S.Y.P. FRAMED BLOCKING AT 4'-0" O.C. (MAX.) AND SIMPSON SPH6 AT EACH STUD TOP AND BOTTOM (SEE SECTIONS FOR ADDITIONAL B BEARING WALLS WITH STUDS AT 16" O.C. ATTACHMENTS) INDICATES 2x4 No.2 S.Y.P. FRAMED BLOCKING AT 4'-0" O.C. (MAX.) AND SIMPSON SPH4 AT EACH STUD TOP AND BOTTOM (SEE SECTIONS FOR ADDITIONAL C CAP PLATE AND ATTACHMENT - BASE PLATE AND ATTACHMENT 12" x 12" 4#6 BARS TRUSS/HEADER ATTACHMENT CONCRETE COLUMN SCHEDULE COLUMN I.D. CB-1 - NOTE - CB-1 (4)-#6 BARS VERTICAL 1'-0" #3 TIES AT 10" O.C.1'-0"1'-0"3'-0" 4" CONCRETE SLAB W/6 X 6 # 2.9 X 2.9 WWM OR FIBER MESH OVER 6MIL VAPOR BARRIER ON WELL COMPACTED TERMITE TREATED FILL (TYPICAL ALL SLABS) 36" X 12" CONC. FOOTING W/ 4 #5 CONT. (TYPICAL) 5/8" STUCCO ON 8" CONC. BLOCK #5 REBAR 4' O.C. VERT. W/ STD. 90 DEGREE HOOK OR PER CODE STEM WALL FTG. SCALE 1/2" = 1' 0'-0" FIN. FL.4'-0" MAX.#5 CONT.(RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-4Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 214 of 613 SCALE 1" = 1' TYPICAL GARAGE DOOR DETAIL O.H. DOOR AND TRACK BY DOOR MANUFACTURER. TRIM 1/2" WEDGE ANCHOR W/ WASHER AND NUT. 8" FROM TOP AND BOTTOM. 24" IN BETWEEN CONTINUOUS 2 X 6 P.T.Y.P.. HEAD AND JAMBS SCALE 1" = 1' TYPICAL EXTERIOR DOOR DETAIL GYPSUM WALLBOARD P.T. FURRINGS DOOR FRAME DOOR TRIM 1/4" X 2 3/4" TAPCONS AT 16" O.C. THROUGHOUT DOOR (SEE FLOOR PLAN) 1 X 4 OR 2 X 4 DOOR BUCK SEALANT STUCCO FININSH BLO0CK WALL 1/4" X 2 3/4" CORROSIVE RESISTANT "TAPCON" CONC. SCREWS INSTALLED 4" FROM EA. END AND @ 18" O/C THRU- OUT. COTINUOUS BEAD OF SEALANT P.T. 1 X 4 WOOD BUCK SET IN FULL BED OF SEALANT CONTINUOUS BEAD OF SEALANT TYPICAL ALUMINUM WINDOW. ALUM. ALL CERTIFICATIION LABELS SHALL REMAIN FOR FINAL INSPECTION MAXIMUIM TOLERANCE FOR FINAL FITTING SHALL BE 1/8" - NO DOUBLE BUCKING ALLOWED DECORATIVE CEMENTITIOUS FINISH OVER CONC. 1/2" DRYWALL CONTINUOUS SEALANT MASONRY OR CONCRETE P.T. 1" X 4" WOOD BUCK OFF SET 3/4" WINDOW HEAD AND JAMB DETAIL SCALE 3" = 1' WH UP UP 1'-8"4'-0"3'-8"4'-0"8"3'-6"11'-2"4'-9"5'-11"6'-8"5'-11"5'-7"3'-4"4'-4"4'-0"3'-2"3'-10"5'-2"6'-10"11'-2" 14'-0"21'-2"18'-6"7'-2"8'-4"7'-0"23'-2" 99'-4" 3'-10"2'-10" 6'-8" 2'-8"6'-8"22'-0"16'-0"44'-8"8"6'-4"6'-2"8'-10"7'-0"12'-4"2'-8"10'-2"7'-0"13'-11 1/2"3'-2 1/2"2'-9"3'-1"4'-8"3'-8"5'-6"6'-9"11'-1"6'-4"7'-2" 34'-4"5'-10"8'-4"29'-8"7'-2"14'-0" 99'-4" 8"11'-8"1'-8" 6'-8"14'-0"2'-4"9'-0"9'-0"2'-4"8"6'-8"8"2'-0"5'-0"5'-0"2'-0"22'-8"8'-0"14'-0"44'-8"1'-4" 9'-4"6"12'-2"2'-4"6" 3'-0" 8" 2'-8"8'-8"2'-8"4'-0"9'-9"5'-3" 4'-0" 8" 4'-10"5'-0"6'-10"12'-0"10'-0" 6'-0"11'-2"18'-4"27'-2" 8'-4" 1'-4" 3'-8"3'-8"7'-10" 6'-6"15'-2"14'-0"8'-0"5'-6"12'-0"20'-8" 10'-0"4'-0"2'-6"5'-10"14'-0"14'-8"12'-4"5'-4"6'-2"3'-10"4'-0"12'-6"10'-4"9'-6"10'-2"5'-8"4'-0"5'-4"5'-8"3'-8"3'-2"6'-8"5'-8"2'-0"11'-10"12'-6"10'-0"21'-8"7'-10"12'-8"4'-0"4'-0"18'-6"3'-8"4'-2"2'-0"6'-2"6'-6"2'-0"7'-0"7'-0"1'-2"4'-0"4'-0"8'-11" 11" 21'-1"12'-10"4'-0"4'-10"8"1st FLOOR PLAN SCALE 1/4" = 1' OUTDOOR LIVING VAULT CLG. MASTER BEDROOM VAULT CLG.12'-0" CLG.W.I.C.W.I.C. POOL GREAT ROOM 24'-8 3/4" CLG. GARAGE #2 12'-0" CLG. GARAGE #1 12'-0" CLG. ENTRY 12'-0" CLG.GAS FIRE PLACE GAS FIRE PLACE12'-0" CLG.OUTDOOR DINNING12'-0" CLG.12'-0" CLG.DINNING 13'-0" CLG. 12'-0" CLG. 11'-0" CLG. KITCHEN 12'-0" CLG.PANTRY BEDROOM #2 12'-0" CLG. FOYER MOOD RM. 12'-0" CLG. GENERATOR POOL EQUIPMENT MINI-SPLIT A/C A/C INATTICATTICACCESS25'-8 3/4" CLG. 25'-8 3/4" CLG.LAUNDRY12'-0" CLG.12'-0" CLG.AA AAAABBCCDDEEEEFF II II HH JJ LL LL MM 22 11 33 44 55 66 77 88 1010 101011111212 99 1313 1212 1010 1212 1212 1212 1414 1111 1010 1212 1212 JJKK STG. / FUTURE ELEV. KKLINE OF 2ND FL. ABOVE, TYP.12'-0" CLG. 18'-8"24'-4"10'-0"32'-4" 4'-2"17'-6"15'-0" BENCHBENCH 13'-0"13'-4"16'-8"3'-6"14'-4"3'-6"6'-8"8'-0"6'-8"22'-0" 3'-10"7'-10" 42" HIGH HALF WALL W/TEMP GLASS ABOVE VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER PRIOR TO INSTALLATION 11 AA OVERALL SIZE W/H DOOR SCHEDULE NO.QTY.TYPE OVERALL SIZE W / H 1ST FL. WINDOW SCHEDULE NO.QTY.TYPE REMARKS VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER PRIOR TO INSTALLATION (IN INCHES) REMARKS(IN INCHES) 31 72 X 120 MAX POSITIVE PRESSURE PRESSURE MAX NEGATIVEMAX NEGATIVEMAX POSITIVE 36 X 72FIXED GLASS216 X 108 EXT. DBL. SWING 64 X 96 22 33 44 55 66 77 88 99 1010 1111 1212 1313 1414 GARAGE DR. SLIDING GLASS DOOR EXT. SWING 1 1 1 1 1 1 1 BB 1 37 X 76 CC 1 24 X 48FIXED GLASS DD 1 36 X 60FIXED GLASS EE 2 36 X 70 FF 1 72 X 76 GG 0 FIXED GLASS 36 X 24 FL. TO TOP 10'-8" SINGLE HUNG FL. TO TOP 9'-4" FL. TO TOP 9'-4" FL. TO TOP 10' FIXED GLASS FL. TO TOP 10'-4" FL. TO TOP 10'DBL. CASEMENT FL. TO TOP 10' HH FIXED GLASS 32 X 201 II FIXED GLASS 36 X 241 JJ FIXED GLASS 24 X 242 KK 72 X 242 LL FIXED GLASS 36 X 242 FL. TO TOP 10' FL. TO TOP 10' FL. TO TOP 10' FL. TO TOP 10'FIXED GLASS FL. TO TOP 10' 37 X 631CASEMENTMM FL. TO TOP 10' 120 X 108GARAGE DR. 32 X 120 SLIDING GLASS DOOR SLIDING GLASS DOOR 72 X 120 108 X 120 144 X 120 SLIDING GLASS DOOR 96 X 1201 EXT. SWING 36 X 961 4 INT. SWING 36 X 96 3 INT. SWING 30 X 96 INT. DBL. SWING 32 X 96POCKET DOOR 13 INT. SWING 32 X 96 3 1515 48 X 96INT. DBL. SWING2 1616 30 X 96POCKET DOOR1 1717 60 X 96INT. DBL. SWING1(RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-5Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 215 of 613 3'-0"SCALE 3/4"=1' GUARD RAIL DETAIL 36" GAURD RAIL W/ PICKETS @ 4" ON CENTER MAX. SEPARATION 4" MAX. DN 6'-8"2'-0"3'-0 1/2"8'-9 1/2"5'-8"1'-10"3'-9"3'-3"3'-0 1/2"10'-7"2'-2 1/2" 15'-10"3'-4"7'-0"3'-4"7'-6"4'-8"11'-10"12'-6" 66'-0" 1'-4"20'-2"24'-6"44'-8"4'-8"4'-0"4'-8"13'-4"18'-8"12'-8"44'-8"3'-11"4'-9"2'-8"7'-4"3'-4"13'-4"2'-0"4'-8"2'-0" 8"8'-8"10'-0"46'-8" 2'-0" 15'-2"3'-0"6'-6"3'-0"7'-0"4'-4"11'-4"11'-6" 13'-8"12'-0" 9'-0"6'-0"5'-6" 6'-0"8'-10"2'-2"18'-6"26'-2"12'-8"15'-4"14'-6"6'-0"3'-8"4'-2"2'-0"3'-8"6'-0"6'-2"6'-4"3'-8"6'-0"21'-2"7'-10"8"5'-0"12'-2"3'-8"12'-0"5'-10"2'-10"4'-0"4'-0"14'-4" 24'-5 1/2"22'-2 1/2" 66'-0" 22'-2"4'-0" 6'-6"3'-0"5'-2"8"5'-6"10'-8"1'-10"BEDROOM #3 10'-0" CLG. BEDROOM #4 10'-0" CLG. W.I.C.LAUN. #2 10'-0" CLG. W.I.C. LOFT 11'-0" CLG.WET BARMASTER BEDROOM #2 11'-0" CLG.10'-0" CLG.OPEN TO BELOW OPEN TO BELOW OPEN TOBELOW10'-0" CLG.W.I.C.A/C INATTICATTICACCESS2ND FLOOR PLAN SCALE 1/4" = 1' NN OO PP QQ RR TT TT VV XX XX YY ZZ XX 1212 1212 1111 1212 1212 1414 1212 1616 1212 15151515 1414 1616 XX 1212 1212 MIN 22"X30" ATTIC ACCESS IN WALL, 2" A.F.F. UTILIT Y W.I.C. THEATRE ROOM 10'-0" CLG. OPENING IN FLOOR TRUSSES FOR FUTURE ELEVATOR NN 6'-4"6'-8"8'-0"3'-8" NN OVERALL SIZE W / H 2DN FL. WINDOW SCHEDULE NO.QTY.TYPE REMARKS VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER PRIOR TO INSTALLATION (IN INCHES) 2 MAX POSITIVE PRESSURE PRESSURE MAX NEGATIVE 30 X 72 OO PP 1 24 X 48FIXED GLASS QQ RR SS 0 32 X 32 TT 2 FIXED GLASS 32 X 48 FL. TO TOP 8'-8"SINGLE HANG UU FIXED GLASS 32 X 200 VV WW XX YY FL. TO TOP 8' ZZ FL. TO TOP 8'-8" DBL. FIXED GLASS1 1 1 DBL. FIXED GLASS DBL. FIXED GLASS 72 X 24 72 X 72 72 X 24 FIXED GLASS FL. TO TOP 8'-8" FL. TO TOP 8'-8' 1 FL. TO TOP 8'108 X 36 FIXED GLASS0 FL. TO TOP 8'36 X 36 37 X 63SINGLE HANG4 FL. TO TOP 8' FIXED GLASS 66 X 621 FL. TO TOP 8'-8' 24 X 48 FL. TO TOP 8'1 FIXED GLASS TRPL. FIXED GLASS 1st FL. TO TOP 21'-4 3/4" --- --- 1-1/4" 1" SCALE 3/4"=1' STAIR DETAIL 34" HANDRAIL ATTACHED TO WALL 7-1/8" 10"(RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-6Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 216 of 613 2'1'8" X 12" CONC. TIE BEAM WITH (4) #5 REBAR CONTINUOUS (2) 2"X10" LEDGER W/ 5/8" ANCHOR EVERY 24" STAGGERED STUCCO RIGID FOME, CROWN MOLD 3/4" T.G. CDX. PLYWOOD SUB-FLOOR OVER FLOOR TRUSSES @ 24" O.C. STUCCO SOFFIT ON 1/2" PLYWOOD W/ GALVANIZED METAL LATH & 30 LB FELT BARRIER W/ CONTINUOUS VENT STRIP SEE ELEV. T.O.W. WALL SECTION R-38 BATT INSULATION 1'-6" SCALE 1/2" = 1'A.AA.A 12 SEE ELEV. PREENGINEERED ROOF TRUSSES AT 2'-0" O.C.SIMPSON HETA20 W/ TSS STRAP AT EA. TRUSS GALV. DRIP EDGE 2 X 8 WOOD FASCIA 5/8" STUCCO ON 8" CONC. BLOCK #5 REBAR 4' O.C. VERT. W/ STD. 90 DEGREE HOOK OR PER CODE WOOD BASE 1/2" DRYWALL ON 1"X2" FURRING @ 16" O.C. OVER 3/4" RIGID INSULATION W/ MIN OF R-7 8" X 24" CONC. TIE BEAM WITH (4) #6 REBAR CONTINUOUS 4" CONCRETE SLAB W/6X6 2.9X2.9 WWM OR FIBER MESH OVER 6MIL VAPOR BARRIER ON WELL COMPACTED TERMITE TREATED FILL (TYPICAL ALL SLABS) 0'-0" FIN. FL. 13'-8 3/4" T.O.B. OPTIONAL CROWN MOLD TILE OVER 90# FELT OVER 30# FELT OVER 5/8" OSB OR PLYWOOD SHEATHING ON WOOD TRUSSES. NAILED W/ 8d RING SHANK NAILS 6" O.C. EDGES & FIELD. SHEATHING MUST BE EXTENDED TO OUTSIDE EDGE OF FASCIA BOARD, ATTACH AT OVERHANG @ 4" O.C. AT EDGES AND FIELD. 1/2" GYPSUM BOARD ON 1 X 3 FURRING 16" O.C. 1/2" GYPSUM BOARD ON 1 X 3 FURRING 16" O.C. 24" X 12" CONC. FOOTING W/ 3#5 CONT. REBAR (TYPICAL) #5 REBAR 4' O.C. VERT. W/ STD. 90 DEGREE HOOK OR PER CODE 4'-0" MAX.#5 CONT. (a) ATTACHE SIMPSON HTT4 AND WITH 5/8" DIA. X 5" LONG TITEN HD BY SIMPSON (GALVANIZED) (b) ATTACHE SIMPSON ABU66Z WITH 5/8" DIA. THREADED ROD DRILL AND EPOXY WITH 6" MIN. EMBEDMENT, 2" MIN. SIDE COVER DISTANCE AROUND SIMPSON ABU66Z END ATTACHMENT (1)-STUD WITH (1)-SIMPSON MSTA24 OR EQUAL SIZE (3) 2x12 S.Y.P. No2 AND (2) LAYERS OF 1/2" PLYWOOD DETAIL WOOD HEADER SCHEDULE HEADER NUMBER WH-1 BASE ATTACHMENT SIMPSON HTT6(a) STUDS (3) PLY 2x6 S.Y.P. No2 TRUSS/HEADER ATTACHMENT GANG STUD COLUMN SCHEDULE COLUMN I.D. GS-1 (2) SIMPSON SP6 NOTE - -(4) PLY 2x6 S.Y.P. No2 SIMPSON HTT6(a)(2) SIMPSON SP6GS-2 VERTICAL BAR LEGEND 8" 45 DEGREE REINFORCED MASONRY CORNER BLOCK WITH (2) - #5 VER BAR FILLED WITH A MIN. OF 3000 P.S.I. CONCRETE 16" REINFORCED MASONRY BLOCK WITH (2) - #5 VER BAR FILLED WITH A MIN. OF 3000 P.S.I. CONCRETE 12" REINFORCED MASONRY BLOCK WITH (1) - #5 VER BAR FILLED WITH A MIN. OF 3000 P.S.I. CONCRETE 8" REINFORCED MASONRY BLOCK WITH (1) - #5 VER BAR FILLED WITH A MIN. OF 3000 P.S.I. CONCRETE STIRRUP SPACING # STIRRUPS AT EACH END 6"(#3) 8 8" W 16" D 2-#5 REINF. BOTTOM 8"48"2-#5 2-#5 2-#5 BEAM DESIGN B-2 B-1 CONCRETE BEAM SCHEDULE TOP REINF. BOTTOM REINF. TOP REINF. 1-1\2" CLEARANCE (TYPICAL) BOTTOM REINF. #3 STIRRUPS TOP REINF. #5 VERTICAL BAR HOOKING INTO TIE BEAM. FILL CELLS WITH 3000 P.S.I CONCRETE. BARS SPACING ARE NOT TOO EXCEED 4'-0" AND LOCATED EACH SIDE OF ALL WINDOW AND DOOR OPENINGS AND EACH SIDE OF ALL CORNERS. SPAN 1/2S1/2S SSSSSSSSSS TYPICAL TIE BEAM ON TOP OF MASONRY WALL 8" X 12" (MIN) REINFORCED WITH (4) #5 BARS CONT. LAP TOP AND BOTTOM BEAM REINFORCED TO TIE BEAM REINFORCEMENT 40 BAR DIAMETERS. W D B-3 2 #5 2 #5 8"24"6"(#3) CONT B-4 2 #6 2 #6 8"32"(#3) CONT 10" B-5 2 #6 2 #6 8"20"(#3) CONT 6" B-6 2 #6 2 #6 12"16"#3@ 6" O.C.6" TB-1 2 #5 2 #5 8"24"- - - - MID REINF. - 2-#5 2-#5 - - - - -6"B-7 3 #6 16"#3@ 8" O.C.16"3 #6 (2)-12d NAILS (TYP.) CONTINUOUS 2x4 No.2 S.Y.P. NAILED TO EACH TRUSS WITH 8" CONCRETE BLOCK WALL SEE STRUCTURAL PLANS FOR VERTICAL STEEL (TYP.) UPLIFTS LESS THAN 1805LBS. FILL SIMPSON HETA20 OR EQUAL (FOR HURRICANE STRAPPING DETAIL TYPICAL BLOCK WALL ALL HOLES TYPICAL) (2)-ROWS OF 8d NAILS AT 12" O.C. STAGGERED. BE INSTALLED FOR DRY INSPECTION VALLEYS AND DRIP EDGE, ALL METAL TO PLYWOOD, 3" OVERLAP REQUIRED FOR 6" O.C. NAILING BOTH DRIP EDGE AND FASCIA NAILED WITH DRIP EDGE 30lb. FELT OVER 5/8" MINIMUM SHEATHING NAILED WITH 8d RING-SHANK NAILS 6" O.C. AT EDGES AND 6" O.C. IN FIELD. PLYWOOD MUST EXTEND TO OUTSIDE EDGE OF FASCIA BOARD, ATTACH SHEATHING AT OVERHANG AT 4" O.C. AT EDGES AND 4" O.C. IN FIELD. SEE PLANS FOR BEAM SIZE AND REINFORCEMENT ALL EDGES.AT 6" O.C. PROVIDE MIN. 1" LAP AT ROOFING NAILS (7/16" MIN. HEAD DIA.) FASTEN LATH USING 1 1/2" GALVANIZED AT EDGES AND 12" O.C. IN FIELD FASTENED WITH 8d NAILS AT 6" O.C. PROVIDE 1/2" PLYWOOD SHEATHING ATTACHMENT ROOFING AND TRUSS STRAPPING DETAIL FOR SEE TYPICAL HURRICANE OPTION: PROVIDE MIN. 5/8" STUCCO OVER 3/8" HIGH RIB GALVANIZED METAL LATH (RIBS TO RUN PERPENDICULAR TO TRUSS). BEAM SIZE AND REINFORCEMENT SEE PLANS FOR EXPOSED TO WIND TYPICAL CEILING (RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-7Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 217 of 613 WH UP UP OUTDOOR LIVING VAULT CLG. MASTER BEDROOM VAULT CLG.12'-0" CLG.W.I.C.W.I.C. POOL GREAT ROOM 24'-8 3/4" CLG. GARAGE #2 12'-0" CLG. GARAGE #1 12'-0" CLG. ENTRY 12'-0" CLG.GAS FIRE PLACE GAS FIRE PLACE12'-0" CLG.OUTDOOR DINNING12'-0" CLG.12'-0" CLG.DINNING 13'-0" CLG. 12'-0" CLG. 11'-0" CLG. KITCHEN 12'-0" CLG.PANTRY BEDROOM #2 12'-0" CLG. FOYER MOOD RM. 12'-0" CLG. GENERATOR POOL EQUIPMENT MINI-SPLIT A/C A/C INATTICATTICACCESS25'-8 3/4" CLG. 25'-8 3/4" CLG.LAUNDRY12'-0" CLG.12'-0" CLG.AA CC BB BB BB BB BB 1st Fl. BEAM PLAN SCALE 1/4" = 1'B-7B-3B-2B-2B-1B-1B-4B-4B-3B-5B-5B-3 B-6 B-6B-3B-3 B-3 B-6 B-6 B-3 B-3 B-3B-3 B-3 B-3 B-3 B-3 B-3 PCL B-1GS-1GS-2 GS-1GS-2 GS-1 BEARING HEIGHT LEGEND 12'-0" BEARING WALL 25'-8 3/4" BEARING WALLB-1STG. / FUTURE ELEV. TSC-1 TSC-2 (5x5x3/16) (4x4x1/4) LVL 1-3/4"x16" VERSA-LAM 2.1E-3100Fb LVL 7x24 VERSA-LAM 2.1E-3100Fb SIMPSON EG7 LVL 1-3/4"x16" VERSA-LAM 2.1E-3100FbSIMPSON LEG3 GS-2 TB-1 TB-1 TB-1 TB-1 TB-1TB-1TB-1 TB-1 TB-1 TB-112'-0" CLG.B-212'-0" BEARING WALL 8" CMU 12" CMU 8" CMU WH-1 B-4B-4B-4 13'-8 1/4" BEARING WALL 8" CMU BENCHBENCH42" HIGH HALF WALL W/TEMP GLASS ABOVE STIRRUP SPACING # STIRRUPS AT EACH END 6"(#3) 8 8" W 16" D 2-#5 REINF. BOTTOM 8"48"2-#5 2-#5 2-#5 BEAM DESIGN B-2 B-1 CONCRETE BEAM SCHEDULE TOP REINF. B-3 2 #5 2 #5 8"24"6"(#3) CONT B-4 2 #6 2 #6 8"32"(#3) CONT 10" B-5 2 #6 2 #6 8"20"(#3) CONT 6" B-6 2 #6 2 #6 12"16"#3@ 6" O.C.6" TB-1 2 #5 2 #5 8"24"- - - - MID REINF. - 2-#5 2-#5 - - - - -6"B-7 3 #6 16"#3@ 8" O.C.16"3 #6(RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-8Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 218 of 613 DN BEDROOM #3 10'-0" CLG. BEDROOM #4 10'-0" CLG. W.I.C.LAUN. #2 10'-0" CLG. W.I.C. LOFT 11'-0" CLG.WET BARMASTER BEDROOM #2 11'-0" CLG.10'-0" CLG.OPEN TO BELOW OPEN TO BELOW OPEN TOBELOW10'-0" CLG.W.I.C.A/C INATTICATTICACCESSB-1B-5B-1B-1B-1B-3B-3B-3B-3 B-3B-3 B-3B-1 2nd Fl. ROOF PLAN SCALE 1/4" = 1' MIN 22"X30" ATTIC ACCESS IN WALL, 2" A.F.F. UTILIT Y W.I.C. THEATRE ROOM 10'-0" CLG. B-3 OPENING IN FLOOR TRUSSES FOR FUTURE ELEVATOR B-3B-3B-3(RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-9Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 219 of 613 SD Smoke Detector GENERAL NOTES 1.The contractor or subcontractor shall verify all conditions and dimensions at the job site prior to commencing work. The contractor shall report all discrepancies between the drawing and existing conditions to the designer prior to commencing work. 2.General contractor reserves the right to adjust dimensions as may be required at his discretion, due to field conditions of for any reason. 3.All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any similar situation elsewhere in the work except where a different detail is shown. 4.All trusses shall be designed and certified by the truss manufacturer's state of Florida registered engineer. 5.Refer to boundry survey completed by professional land surveyors for existing conditions and grade elevations. 6.The structure is designed to be self supporting and stable after the building is complete. It is the contractor's sole responsibility to determine erection procedures and sequence to ensure safety of the building and its components during erection. This includes the addition of necessary shoring, sheeting, temporary, bracing, guys or tie downs. 7.Ruben Leon Designs LLC Assumes no liability for location of the structure on the site. 8.If any errors or omissions exist in the drawings and specifications, the contractor shall within fifteen days after receiving of this plans and prior to construction, notify Ruben Leon Designs LLC of such errors or omissions or be held responsible for the results and cost. 9.These documents are the property of Ruben Leon Designs LLC and may not be used or reproduced without expressed written consent. ELECTRICAL NOTES: 1. ELECTRICAL PLAN HAS BEEN PREPARED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2023, 8th EDITION AND 2020 NATIONAL ELECTRICAL CODE. THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ALL FLORIDA BUILDING CODES AS WELL AS ANY LOCAL CODE THAT MAY BE APPLICABLE. 2. ALL BRANCH CIRCUITS THAT SUPPLY 120 VOLT, SINGLE PHASE, 15-20 AMPERE OUTLETS INSTALLED INDWELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, DENS, BEDROOMS, CLOSETS, HALLWAYS, SUNROOMS, OR ANY OTHER SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION TO THE BRANCH CIRCUIT. 3. SMOKE DETECTORS SHALL BE HARDWIRED AND INTERCONNECTED WITH BATTERY BACKUP WH UP UP GFCI GFCI GFCI WP GFCI WP GFCI WP GFCI WP GFCI GFCI GFCI WP 33 GFCI WP 3 3 GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI GFCI GFCI GFCI GFCI GFCI GFCI GFCI GFCI GFCI GFCI GFCI GFCIGFCI GFCI TV 3 3 3 3 TV 3 GFCI WP GFCI WP TV GFCI WP 3 CO/SD SD 3 3 GFCI GFCI GFCI GFCI GFCIGFCI 3 3 3 3 GFCI GFCI GFCI GFCI GFCI GFCI 3 3 3 4 3 4 4 3 3 GFCI GFCI GFCI SD CO/SD GFCI WP 4 GFCI GFCI GFCI GFCI WP GFCI WP GFCI WP GFCI GFCI GFCI GFCI WP 1ST FL ELECTRICAL PLAN SCALE 1/4" = 1' 200 AMP ELECTRICAL PANEL J TO GREAT ROOM LIGHTS ABOVE TO GREAT ROOM LIGHTS ABOVE TO GREAT ROOM FAN ABOVE UNDER CABINET LIGHTUNDER CABINET LIGHT TO 2ND FL LIGHT ABOVE TO 2ND FL LIGHT ABOVE J J J J POOL EQUIPMENT PAD GENERATOR RR R R R RR R R R RR RRRRR R R R R R R R R R R R R R R R R R R R R RR R R R R R R R R R RRRR RR R (RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-10Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 220 of 613 PRFH2025020518601 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS PERMIT PERMIT #: PRFH2025020518604 PERMIT TYPE: Revision - Building DATE ISSUED: February 06, 2026 BUILDING CODE IN EFFECT: FBC 8th Edition 2023 w/ 2024 sup1 JOB ADDRESS: 1074 Hollygate LN, Naples FOLIO #: JOB DESCRIPTION: NEW 2 STORY SINGLE FAMILY RESIDENCE WITH DRIVEWAY. Ref -DEMO PRDM20240203800 Roof-Tile REV1- UPDATE SITE PLAN TO MATCH THE APPROVED SITE PLAN FOR THE ROW PERMIT PER THE ROW DEPT. REV2- SUBMIT APPROVED ENGINEER LETTERS PER INSPECTORS REQUEST. 1074 Hollygate LN, Naples OWNER INFORMATION: CANA HOMES LLC 878 NEAPOLITAN WAY NAPLES, FL 34103 AREA OF WORK (SQFT): 1 SETBACKS: FRONT: 25' REAR: 20' (RSF-5) LEFT: 7.5 RIGHT: 7.5' FLOOD ZONE: X500 SEWER: Sewer WATER: Existing CONTRACTOR INFORMATION:CERTIFICATE #: CANA HOMES LLC 5130 ALPHA CT NAPLES, FL 34105 (239) 300-5837 LCC20210000021 SUB CONTRACTOR INFORMATION: COASTAL PLUMBING & MECHANICAL CORPORATION 950 COMMERCIAL BLVD NAPLES, FL 34104 (239) 643-3278 MVP POWER SERVICES INC 2121 SE 5TH ST CAPE CORAL, FL 33990 (239) 834-7468 PERFORMANCE AIR OF SOUTHWEST FLORIDA, INC. 5577 6TH ST WEST LEHIGH ACRES, FL 33971 (239) 334-0337 APPLE ROOFING, LLC (DBA) SAINT RAPHAEL ROOFING 7911 DREW CIRCLE FORT MYERS, FL 33967 (239) 220-5120 Page 221 of 613 Approval of Construction Documents Building Plan Review & Inspection 2800 N. Horseshoe Dr, Naples, FL 34104 239-252-2400 Residential Permits These electronic documents have been reviewed for Code Compliance by the Building Plan Review & Inspection Division of the Collier County Growth Management Department. The documents are available for download from the GMD Public Portal. These specific documents, listed as “Approved Plans (PR)” on the Portal, must be available for Inspectors to review on the job site in either electronic or paper form as the approved version in accordance with the Florida Building Code Section 107.3.1. Other supporting documents may be required on site as needed to meet code requirements. Permit Number: PRFH2025020518604 Job Site Address: 1074 Hollygate LN, Naples Permit Description: NEW 2 STORY SINGLE FAMILY RESIDENCE WITH DRIVEWAY. Ref -DEMO PRDM20240203800 Roof-Tile REV1- UPDATE SITE PLAN TO MATCH THE APPROVED SITE PLAN FOR THE ROW PERMIT PER THE ROW DEPT. REV2- SUBMIT APPROVED ENGINEER LETTERS PER INSPECTORS REQUEST. 1074 Hollygate LN, Naples Permit Issuance Date: 04/25/2025 Document List: Portal File Type Portal File Name 1.Approved Plans (PR)Site Planning Document (24143siteAMENDEDds-Model.pdf) 2.Approved Plans (PR)Construction Plans (1074 Hollygate Ln S&S.pdf) 3.Approved Plans (PR)AC Energy and Load Calculations (1074 HOLLY ENERGY CALCS.pdf) 4.Approved Plans (PR)Product Index Sheet (1074 HOLLYGATE INDEX SHEET.pdf) 5.Approved Plans (PR)Storm Water Plan (Cana_25121.pdf) 6.Approved Plans (PR)Site Planning Document (24143siteAMENDEDds-Model (1).pdf) 7.Approved Plans (PR)Site Planning Document (24143siteAMENDEDds-Model (1) - Prepared.pdf) 8.Approved Plans (PR)Construction Plans (1074 Hollygate Ln S&S - Prepared.pdf) Page 222 of 613 Approval of Construction Documents Building Plan Review & Inspection 2800 N. Horseshoe Dr, Naples, FL 34104 239-252-2400 Residential Permits 9.Approved Plans (PR)AC Energy and Load Calculations (1074 HOLLY ENERGY CALCS - Prepared.pdf) 10.Approved Plans (PR)Product Index Sheet (1074 HOLLYGATE INDEX SHEET - Prepared.pdf) 11.Approved Plans (PR)AC Energy and Load Calculations (1074 HOLLY ENERGY CALCS - Prepared (Received).pdf) 12.Approved Plans (PR)Construction Plans (1074 Hollygate Ln S&S - Prepared (Received).pdf) 13.Approved Plans (PR)Product Index Sheet (1074 HOLLYGATE INDEX SHEET - Prepared (Received).pdf) 14.Approved Plans (PR)Site Planning Document (24143siteAMENDEDds-Model (1) - Prepared (Received).pdf) 15.Approved Plans (PR)Storm Water Plan (Cana_25121 (Received).pdf) 16.Approved Plans (PR)sub2 Specialty Engineering and Specification Sheets (Lisa Blacklidge - 1074 Rear Porch Approval.pdf) 17.Approved Plans (PR)sub2 Specialty Engineering and Specification Sheets (1074 Zoning Ray Bellows Email.pdf) 18.Approved Plans (PR)sub2 Storm Water Plan (Cana_25121C.pdf) 19.Approved Plans (PR)sub2 Site Planning Document (24143siteAMENDEDds-Model (2).pdf) 20.Approved Plans (PR)sub2 Construction Plans (1074 Hollygate Ln S&S (2).pdf) 21.Approved Plans (PR)sub2 Specialty Engineering and Specification Sheets (49945 1st Floor Layout.pdf) 22.Approved Plans (PR)sub2 Specialty Engineering and Specification Sheets (49945 2nd Floor Layout.pdf) 23.Approved Plans (PR)sub2 Specialty Engineering and Specification Sheets (49945 Profiles.pdf) Page 223 of 613 Approval of Construction Documents Building Plan Review & Inspection 2800 N. Horseshoe Dr, Naples, FL 34104 239-252-2400 Residential Permits 24.Approved Plans (PR)sub2 AC Energy and Load Calculations (1074 Hollygate Ln E-Calcs.pdf) 25.Approved Plans (PR)Specialty Engineering and Specification Sheets (Lisa Blacklidge - 1074 Rear Porch Approval - Prepared.pdf) 26.Approved Plans (PR)Specialty Engineering and Specification Sheets (1074 Zoning Ray Bellows Email - Prepared.pdf) 27.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 1st Floor Layout - Prepared.pdf) 28.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 2nd Floor Layout - Prepared.pdf) 29.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 Profiles - Prepared.pdf) 30.Approved Plans (PR)Construction Plans (1074 Hollygate Ln S&S (2) - Prepared.pdf) 31.Approved Plans (PR)AC Energy and Load Calculations (1074 Hollygate Ln E-Calcs - Prepared.pdf) 32.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 Profiles - Prepared (Received).pdf) 33.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 2nd Floor Layout - Prepared (Received).pdf) 34.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 1st Floor Layout - Prepared (Received).pdf) 35.Approved Plans (PR)AC Energy and Load Calculations (1074 Hollygate Ln E-Calcs - Prepared (Received).pdf) 36.Approved Plans (PR)Construction Plans (1074 Hollygate Ln S&S (2) - Prepared (Received).pdf) 37.Approved Plans (PR)Site Planning Document (24143siteAMENDEDds-Model (2) (Received).pdf) Page 224 of 613 Approval of Construction Documents Building Plan Review & Inspection 2800 N. Horseshoe Dr, Naples, FL 34104 239-252-2400 Residential Permits 38.Approved Plans (PR)Storm Water Plan (Cana_25121C (Received).pdf) 39.Approved Plans (PR)Other / Miscellaneous (1074 Zoning Ray Bellows Email - Prepared (Deferred).pdf) 40.Approved Plans (PR)Other / Miscellaneous (Lisa Blacklidge - 1074 Rear Porch Approval - Prepared (Deferred).pdf) 41.Approved Plans (PR)sub2 AC Energy and Load Calculations (SFH - 1074 Hollygate Ln E-Calcs Full Set Signed 4_15_2025.pdf) 42.Approved Plans (PR)sub2 Specialty Engineering and Specification Sheets (49945 1st Floor Layout (1).pdf) 43.Approved Plans (PR)sub2 Specialty Engineering and Specification Sheets (49945 2nd Floor Layout (1).pdf) 44.Approved Plans (PR)sub2Specialty Engineering and Specification Sheets (49945 Profiles (1).pdf) 45.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 Profiles (1) - Prepared.pdf) 46.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 2nd Floor Layout (1) - Prepared.pdf) 47.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 1st Floor Layout (1) - Prepared.pdf) 48.Approved Plans (PR)AC Energy and Load Calculations (SFH - 1074 Hollygate Ln E-Calcs Full Set Signed 4_15_2025 - Prepared.pdf) 49.Approved Plans (PR)Revision Construction Plans (2025-0815 Luxre 1074 Hollygate Ln Site Plan REV2.pdf) Page 225 of 613 PRFH2025020518601 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS PERMIT PERMIT #: PRFH2025020518603 PERMIT TYPE: Revision - Building DATE ISSUED: October 15, 2025 BUILDING CODE IN EFFECT: FBC 8th Edition 2023 w/ 2024 sup1 JOB ADDRESS: 1074 Hollygate LN, Naples FOLIO #: JOB DESCRIPTION: NEW 2 STORY SINGLE FAMILY RESIDENCE WITH DRIVEWAY. Ref -DEMO PRDM20240203800 Roof-Tile REV1- UPDATE SITE PLAN TO MATCH THE APPROVED SITE PLAN FOR THE ROW PERMIT PER THE ROW DEPT. 1074 Hollygate LN, Naples OWNER INFORMATION: CANA HOMES LLC 878 NEAPOLITAN WAY NAPLES, FL 34103 AREA OF WORK (SQFT): 0 SETBACKS: FRONT: 25' REAR: 20' (RSF-5) LEFT: 7.5 RIGHT: 7.5' FLOOD ZONE: X500 SEWER: Sewer WATER: Existing CONTRACTOR INFORMATION:CERTIFICATE #: CANA HOMES LLC 5130 ALPHA CT NAPLES, FL 34105 (239) 300-5837 LCC20210000021 SUB CONTRACTOR INFORMATION: COASTAL PLUMBING & MECHANICAL CORPORATION 950 COMMERCIAL BLVD NAPLES, FL 34104 (239) 643-3278 MVP POWER SERVICES INC 2121 SE 5TH ST CAPE CORAL, FL 33990 (239) 834-7468 PERFORMANCE AIR OF SOUTHWEST FLORIDA, INC. 5577 6TH ST WEST LEHIGH ACRES, FL 33971 (239) 334-0337 APPLE ROOFING, LLC (DBA) SAINT RAPHAEL ROOFING 7911 DREW CIRCLE FORT MYERS, FL 33967 (239) 220-5120 Page 226 of 613 PRFH2025020518601 INSPECTION JOB CARD To schedule inspections call 239-252-3726 or visit https://cvportal.colliercountyfl.gov/cityviewweb SETBACKS: FRONT:25'REAR:20' (RSF- 5) LEFT:7.5 RIGHT:7.5'SPECIAL:FLOOD ZONE: FZX500 INSPECTION OUTCOME COMMENTS 107 - Truss/Sheathing/Bucks 108 - Framing All rough trade inspections must be passed prior to scheduling. 109 - Insulation 111 - Dry-in/Flashing 115 - Building Final 131 - Tenant Sep/ Rated Drywall Garage #2 Ceiling for living above 134 - Roofing Final 136 - Impact Glass 151 - Shearwall/Nailing 152 - Shearwall/Water Barrier 153 - Shearwall/Stucco Lath 154 - Soffit Coverings In progress Please do NOT complete Soffit installation prior to inspection. 201 - Plumbing Rough-in 202 - Plumbing Stack 203 - Sewer Tap 204 - Plumbing Final 219 - Shower Pan Test 300 - A/C Rough 301 - A/C Final 501 - Electrical Rough 502 - Electrical Final 508 - TV/Telephone Rough 509 - TV/Telephone Final 801 - Site Drainage This Property is located in a Subdivision with a Master Drainage Page 227 of 613 PRFH2025020518601 System SFWMD Permit number: 11-100238-P 802 - Landscaping 810 - Exotic Vegetation Removal OPEN CONDITIONS Condition Type:Condition Description: CO Hold Right of way permit must be issued before issuance of this permit. Please upload issued ROW permit to the portal. Informational - All Auxiliary Permits must obtain Certificate of Completions (C.C.) - Satisfy all Required Conditions, including but not limited to approval of uploaded documents. - Payment of All Outstanding Fees Informational Use the form located at https://www.colliercountyfl.gov/home/showdocument?id=105797&t=638403984984558370 to request Permit extensions, cancellations, and changes/withdrawals of Contractors, Subcontractors and Qualifiers. Instructions are provided with the form. Right-of-Way (ROW) and Well permits may only use this process for cancellations. Change/withdrawal of contractor does not apply to self-issued permits. Contact Building Permit Resolution Services at 239-252-2493 for assistance completing the form. Submit the form by clicking the Browse button below. Informational BDT ? Blower Door Test will be uploadable after the PASS of the 109 insulation inspection. Informational Energy Calculation Summary Sheet will be uploadable after the PASS of the 109 insulation inspection. Informational FEMA - All equipment must be above flood plus one foot. Any materials used below flood level must comply with FEMA regulations CO Hold Any required County impact fees will be due prior to issuance of a temporary or final Certificate of Occupancy NOTE: If you are unable to schedule your inspection, please contact the inspection desk at 252-2400. NOISE ORDINANCE: Collier County Codes of Laws and Ordinances 54-92(f) Construction Sound. NOISE LIMITATIONS are in effect at all times. Work permitted, RESIDENTIAL Areas – 6:30 AM to 7:00 PM Monday thru Saturday; NON-RESIDENTIAL Areas (more than 500 feet from Residential Area) 6:00AM to 8:00PM Monday thru Saturday. No Work on Sundays or Holidays. RADIOS, LOUDSPEAKERS, ETC. – Must not disturb peace, quiet and comfort of neighboring inhabitants. FREE CABLE LOCATIONS – Call 48 Hours prior to digging/FPL 434-1222/UTS 1-800-542-0088/PalmerCATV 783-0638 and all other applicable utilities. Per currently adopted building code ordinance, as it may be amended, all work must comply with all applicable laws, codes, ordinances, and any additional stipulations or conditions of this permit. This permit expires if work authorized by the permit is not commenced within six (6) months from the date of issuance of the permit. Additional fees for failing to obtain permits prior to the commencement of construction may be imposed. Permittee(s) further understands that any contractor that may be employed must be a licensed contractor and that the structure must not be used or occupied until a Certificate of Occupancy is issued. NOTICE: PRIOR TO THE REMOVAL OF ASBESTOS PRODUCTS OR THE DEMOLITION OF A STRUCTURE, FEDERAL AND STATE LAWS REQUIRE THE PERMITTEE (EITHER THE OWNER OR CONTRACTOR) TO SUBMIT A NOTICE OF THE INTENDED WORK TO THE STATE DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). FOR MORE INFORMATION, CONTACT DEP AT (239) 344-5600. NOTICE: In addition to the conditions of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Page 228 of 613 PRFH2025020518601 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Page 229 of 613 Approval of Construction Documents Building Plan Review & Inspection 2800 N. Horseshoe Dr, Naples, FL 34104 239-252-2400 Residential Permits These electronic documents have been reviewed for Code Compliance by the Building Plan Review & Inspection Division of the Collier County Growth Management Department. The documents are available for download from the GMD Public Portal. These specific documents, listed as “Approved Plans (PR)” on the Portal, must be available for Inspectors to review on the job site in either electronic or paper form as the approved version in accordance with the Florida Building Code Section 107.3.1. Other supporting documents may be required on site as needed to meet code requirements. Permit Number: PRFH2025020518603 Job Site Address: 1074 Hollygate LN, Naples Permit Description: NEW 2 STORY SINGLE FAMILY RESIDENCE WITH DRIVEWAY. Ref -DEMO PRDM20240203800 Roof-Tile REV1- UPDATE SITE PLAN TO MATCH THE APPROVED SITE PLAN FOR THE ROW PERMIT PER THE ROW DEPT. 1074 Hollygate LN, Naples Permit Issuance Date: 04/25/2025 Document List: Portal File Type Portal File Name 1.Approved Plans (PR)Product Index Sheet (1074 HOLLYGATE INDEX SHEET - Prepared (Received).pdf) 2.Approved Plans (PR)Construction Plans (1074 Hollygate Ln S&S (2) - Prepared (Received).pdf) 3.Approved Plans (PR)Site Planning Document (24143siteAMENDEDds-Model (2) (Received).pdf) 4.Approved Plans (PR)Storm Water Plan (Cana_25121C (Received).pdf) 5.Approved Plans (PR)Other / Miscellaneous (1074 Zoning Ray Bellows Email - Prepared (Deferred).pdf) 6.Approved Plans (PR)Other / Miscellaneous (Lisa Blacklidge - 1074 Rear Porch Approval - Prepared (Deferred).pdf) 7.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 Profiles (1) - Prepared.pdf) Page 230 of 613 Approval of Construction Documents Building Plan Review & Inspection 2800 N. Horseshoe Dr, Naples, FL 34104 239-252-2400 Residential Permits 8.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 2nd Floor Layout (1) - Prepared.pdf) 9.Approved Plans (PR)Specialty Engineering and Specification Sheets (49945 1st Floor Layout (1) - Prepared.pdf) 10.Approved Plans (PR)AC Energy and Load Calculations (SFH - 1074 Hollygate Ln E-Calcs Full Set Signed 4_15_2025 - Prepared.pdf) 11.Approved Plans (PR)Revision Construction Plans (2025-0815 Luxre 1074 Hollygate Ln Site Plan REV2.pdf) Page 231 of 613 S 00°09'45" E 135.00'HOLLYGATE LANE (IMPROVED) 60' R/W (P.) NORTH NAPLES HEIGHTS (P.) OHP OHP OHP OHP OHP OHP OHP OHP OHP PL PL PL PL PLPL PL PLSET 1/2" I.R. LB7502 SET 1/2" I.R. LB7502 SET 1/2" I.R. LB7502 FND. 5/8" I.R. NO I.D. SD S89°55'10"E 60.00'N 00°09'45" W 135.00'N89°55'10"W 60.00' CL CL M.H. TBM #2 ELEV. = 11.87' LOT 21 BLOCK B LOT 19 BLOCK B MH EL : 0'-0" (14.46' NAVD)FINISHED FL.EL : -0'-6" (NAVD 13.96')LANAI LOW PT.EL : -0'-4" (NAVD 14.12')ENTRYEL : 0'-0" (14.46' NAVD)A/C EQUIP. PADEL : 0'-0" (14.46' NAVD) POOL EQUIP. PAD 48" X 48" NON-CLIMBABLE SWIMMING POOL SAFETY GATE TO MEET CURRENT FBC, SELF CLOSING & LATCHING H. B.A/C #2A/C #1H. B.H. B.H. B.POOL EQUIPMENT PADC COPYRIGHTSOUTH FLORIDA DESIGN, INC.MIN 22"X36"ATTIC ACCESSA/H 1 INATTICGENERATORMINI-SPLIT A/CMINI-SPLIT A/CLOT 20 BLOCK B 2-STORY CBS SINGLE FAMILY RESIDENCE SUN SHELF SPA POOL COVERED OUTDOOR DINING ENTRY 2-CAR GARAGE1-CAR GARAGE 7'-8"7'-8"10'-3 3/4"10'-6"7'-8" COVERED OUTDOOR LIVING 5'-0"U.E.10'-0"ACC. S.B.7'-6" SIDE S.B. 7'-6" SIDE S.B.20'-0"REAR YARD S.B.20'-0" EDGE OF PAVEMENT 30'-0"26'-0"4'-0"4'-0"4'-0"5'-0"5'-0" 7'-8"7'-8"25'-4 1/4"25'-2"25'-0"FRONT YARD S.B.48" X 48" NON-CLIMBABLE SWIMMING POOL SAFETY GATE TO MEET CURRENT FBC, SELF CLOSING & LATCHING 48" NON-CLIMBABLE SWIMMING POOL SAFETY BARRIER TO MEET CURRENT FBC 48" NON-CLIMBABLE SWIMMING POOL SAFETY BARRIER TO MEET CURRENT FBC EL : -0'-6" (NAVD 13.96') LANAI LOW PT. EL : -1'-4" (NAVD 13.12') GARAGE LOW PT. EL : -1'-4" (NAVD 13.12') GARAGE LOW PT. EL : 0'-0" (14.46' NAVD) FINISHED FL. AH13 X500 AH13 X500 EL : 0'-0" (14.46' NAVD)GEN. PAD12'-0"24'-0 1/2"WALKWAY DRIVEWAY (PAVER AND GRASS / TURF) 24'-0" 9'-0 1/8"30'-11 7/8" SYMBOL LEGEND WATER METER MANHOLE SD SEWER DRAIN UTILITY POLE OHP OHP MH SHEET Drawn By:KP/MG Job No: Date: 55923 01-28-2025 DateNo. Revisions 1 2 3 SINGLE FAMILY HOME1074 HOLLYGATE LANENAPLES, FL 34103CONFIDENTIAL COPYRIGHT SOUTH FLORIDA DESIGN, INC. PURSUANT TO SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C., ALL CONCEPTS, IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND PLANS INDICATED OR REPRESENTED BY THIS DOCUMENT ARE COPYRIGHTED BY SOUTH FLORIDA DESIGN, INC. AS SUCH ALL CONCEPTS, IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND PLANS INDICATED OR REPRESENTED BY THIS DOCUMENT ARE OWNED BY AND THE PROPERTY OF SOUTH FLORIDA DESIGN, INC AND WERE CREATED, EVOLVED AND DEVELOPED FOR IT'S OWN USE. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, ARCHITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIER, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SOUTH FLORIDA DESIGN, INC. PURSUANT TO SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C., PROTECTION FOR AN ARCHITECTURAL WORK CREATED AS A WORK MADE FOR HIRE ON OR AFTER DECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBLICATION OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISHED PLANS, WHICHEVER TERM IS LESS. WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C.; 18 U.S.C. SEC. 506. UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF I.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS, IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND PLANS DISCLOSED ARE COPYRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. ANYONE VIOLATING THE INTENT OF THIS COPYRIGHT PROTECTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE FEDERAL STATE AND LOCAL LAWS. WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DRAWINGS AND OR DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH FABRICATION. PERMIT SET All construction shall be in accordance with the 8th Edition 2023 FBC Residential and local jurisdiction amendments. Written dimensions on these drawings have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions of the job. SFD shall be notified in writing of any variations or discrepancies from the dimensions, conditions and specifications shown by these drawings. 03/18/25 DateNo. 4 5 6 Reviewed:01-22-24 KP 08/15/25 SCALE: 1/8" = 1'-0" SITE PLAN LOT 20, BLOCK B, OAK KNOLL, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4, PAGE (S) 42, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. LEGAL DESCRIPTION 1074 HOLLYGATE LANE NAPLES, FLORIDA 34103 PROPERTY ADDRESS REFER TO STRUCTURAL DRAWINGS FLOOD ZONE 2NO. OF STORIES PROPOSED HEIGHT 28'-1 7/8" (MEAN ROOF HEIGHT) FINISHED LIVING FLOOR LEVEL REFER TO DRAINAGE PLANFINISHED GRADE ELEVATION PROJECT DATA CODE REFERENCE 8TH EDITION 2023 FBC RESIDENTIAL CONSTRUCTION TYPE "V-b" UNPROTECTED DESIGNED FOR APPLICABLE WIND LOAD FLOOD ZONE X500 & AH 13 AVERAGE CROWN OF ROAD 14.46' (NAVD) 11.79' (NAVD) GENERAL NOTES 1. THE CONTRACTOR/BUILDER SHALL VERIFY THE SITE LAYOUT AND NOTIFY THE DESIGNER OF ANY DISCREPANCIES BEFORE START OF CONSTRUCTION. 2. SURVEY WAS PROVIDED BY OWNER AND PREPARED BY: BENCHMARK LAND SERVICES, INC. 1807 J & C BOULEVARD NAPLES, FL 34109 PH: 239-591-0778 3. THE CONTRACTOR/BUILDER SHALL PROVIDE CONDUIT UNDER PAVED AREAS FOR IRRIGATION, TELEPHONE, TV & GAS AS REQUIRED. 4. REFER TO DRAINAGE PLAN BY LANDSCAPE ARCHITECT OR ENGINEER FOR GRADING AND WATER DRAINAGE INFORMATION. 5. GENERAL CONTRACTOR / BUILDER IS RESPONSIBLE TO ENSURE THAT ALUMINUM SCREEN ENCLOSURE MEETS OR EXCEEDS THE RESIDENTIAL SWIMMING POOL SAFETY ACT, AS DOCUMENTED IN FLORIDA STATUTES SEC. 515.21-515.37. 6. COORDINATION OF CONSTRUCTION INCLUDING VERIFICATION OF DIMENSIONS AND FIELD CONDITIONS IS THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF SOUTH FLORIDA DESIGN AND RESOLVED PRIOR TO START CONSTRUCTION. 7. REFER TO LANDSCAPE DRAWINGS FOR DETAILED INFORMATION ON POOL DECK AND WALKWAYS, DRIVEWAYS AND LANDSCAPE LIGHTING. 1. SWIMMING POOL MUST BE ENCLOSED WITH A SAFETY BARRIER. THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES (1219 MM) ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. THE MAXIMUM VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 2 INCHES (51 MM) MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE THE BARRIER MAY BE AT GROUND LEVEL OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE, THE MAXIMUM VERTICAL CLEARANCE BETWEEN THE TOP OF THE POOL STRUCTURE AND THE BOTTOM OF THE BARRIER SHALL BE 4 INCHES (102 MM). 2. ACCESS GATES, WHEN PROVIDED, SHALL BE SELF-CLOSING AND SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS R4101.17.1.1 THROUGH R4101.17.1.7 AND SHALL BE EQUIPPED WITH A SELF-LATCHING LOCKING DEVICE LOCATED ON THE POOL SIDE OF THE GATE. WHERE THE DEVICE RELEASE IS LOCATED NO LESS THAN 54 INCHES (1372 MM) FROM THE BOTTOM OF THE GATE, THE DEVICE RELEASE MECHANISM MAY BE LOCATED ON EITHER SIDE OF THE GATE AND SO PLACED THAT IT CANNOT BE REACHED BY A YOUNG CHILD OVER THE TOP OR THROUGH ANY OPENING OR GAP FROM THE OUTSIDE. GATES THAT PROVIDE ACCESS TO THE SWIMMING POOL MUST OPEN OUTWARD AWAY FROM THE POOL. THE GATES AND BARRIER SHALL HAVE NO OPENING GREATER THAN 1/2 INCH (12.7 MM) WITHIN 18 INCHES (457 MM) OF THE RELEASE MECHANISM. NOTE: POOL FENCE AND GATE TO BE PERMITTED UNDER SEPARATE BUILDING PERMIT APPLICATION POOL SAFETY NOTES A-1 384 S.F.OUTDOOR LIVING MAIN LIVING A/C AREA SUMMARY 2,620 S.F. TOTAL A/C 4,674 S.F. FIRST FLOOR LIVING A/C 2,054 S.F. SECOND FLOOR TOTAL UNDER ROOF 5,922 S.F. 805 S.F.GARAGES 59 S.F.COVERED ENTRY POOL DECK 771 S.F. 1 1 DESIGNATED PARKING AREA 1,500 S.F. 557 S.F. REQUIRED FRONT YARD DESIGNATED PARKING AREA (HATCHED AREA) PARKING AREA = (37%) (MAXIMUM PERMITTED IS 40% OR 600 SQ. FT.) 2 2 Page 232 of 613 490' P. & M. B.R. L-1 ^ϬϬΣϬϵΖϰϱΗϭϯϱΖW͘^ϬϬΣϬϳΖϮϳΗϭϯϱ͘ϬϳΖD͘L-2EϬϬΣϬϵΖϰϱΗtϭϯϱΖW͘ΘD͘L-3 5' U.E.5' U.E.5' U.E. BEARINGS SHOWN HEREON ARE BASED UPON A PLATTED BEARING OF ^ϬϮΣϯϬΖϬϬΗt&KZd,^Khd,ZͬtK& HOLLYGATE LANE. >ͲϭсEϴϵΣϱϱΖϭϬΗtϲϬΖW͘ EϴϵΣϱϬΖϱϳΗtϱϵ͘ϵϭΖD͘ >ͲϮсEϴϵΣϱϱΖϭϬΗtϲϬΖW͘ΘD͘ >Ͳϯс^ϴϵΣϱϱΖϭϬΗϲϬΖW͘ ^ϴϵΣϱϵΖϮϮΗϲϬ͘ϬϵΖD͘ CONC. W.M.W.M. W.M. S.D. 11.71'11.79' 1.96' S. 5.00' E. FENCE1.96' S. 5.00' W. FENCE LOT 20 BLOCK B LOT 19 BLOCK B LOT 21 BLOCK B HOLLYGATE LANE (IMPROVED) 60' R/W (P.) ASPHALT NORTH NAPLES HEIGHTS (P.)30.0'LOT 26 BLOCK B LOT 18 BLOCK B E.P. SOUTH R/W EAST R/WFND. 5/8" I.R. NO I.D. FND. 5/8" I.R. NO I.D. FND. 5/8" I.R. NO I.D. FND. 5/8" I.R. NO I.D. O.H.L. 5' U.E.5' U.E.5' U.E. SET 1/2" I.R. LB7502 SET 1/2" I.R. LB7502 0.33' S. 0.33' W. SET 1/2" I.R. LB7502 M.H. TBM#2 ELEV.= 11.87' M.H.W.MEAN HIGH WATER LINE N NORTH N.&D. NAIL & DISK N.R.NON-RADIAL O.H.L.OVERHEAD LINE P.PLAT P.C.POINT OF CURVATURE P.C.C.POINT OF COMPOUND CURVATURE P.E.P.POOL EQUIPMENT PAD P.I.POINT OF INTERSECTION P.O.C.POINT OF COMMENCEMENT LEGEND A.E.ACCESS EASEMENT B.R.BEARING REFERANCE C.CALCULATED C.B.CATCH BASIN C.U.E.COUNTY UTILITY EASEMENT C.V.G.CONC VALLEY GUTTERD.DEEDED CATV.CABLE TV. RISER C/O CLEAN OUT D.DEEDED D.E.DRAINAGE EASEMENT D.H.DRILL HOLE E EAST D.H.DRILL HOLE E.O.W.EDGE OF WATER ELEC.ELECTRIC BOX F.F.FINISHED FLOOR FND.FOUND G.A.GUY ANCHOR I.D.IDENTIFICATION L.B. LAND SURVEYING BUSINESS M.FIELD MEASURED M.E.S.MITERED END SECTION P.R.M.PERMANENT REFERENCE MONUMENT P.T.POINT OF TANGENCYPK PARKER-KALON NAIL P.U.E.PUBLIC UTILITY EASEMENT R/W RIGHT-OF-WAY S SOUTH S.D.STORM DRAIN T.B.M.TEMPORARY BENCHMARK TEL.TELEPHONE FACILITIES U.E.UTILITY EASEMENT W WEST W.M.WATER METER 0.00' 0.00' EXISTING ELEVATION PROPOSED ELEVATION POWER POLE LIGHT POLE FIRE HYDRANT WELL WATER VALVE NOTES: 1. LEGAL DESCRIPTION PROVIDED BY OTHERS. NO EXAMINATION OF TITLE MADE BY SURVEYOR. 2. THIS CERTIFICATION IS ONLY FOR THE LANDS DESCRIBED. IT IS NOT A CERTIFICATION OF TITLE, ZONING, EASEMENTS, FREEDOM FROM ENCUMBRANCES OWNERSHIP OR RIGHTS-OF-WAY. 3. UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. WALL TIES ARE TO THE FACE OF THE WALL. TIES ARE NOT TO BE USED TO RECONSTRUCT BOUNDARY LINES. FENCE OWNERSHIP NOT DETERMINED. 4. NOT VALID WITHOUT THE SIGNATURE & ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ONLY VISIBLE ENCROACHMENTS LOCATED. 5. THIS SURVEY IS INTENDED FOR USE BY THOSE TO WHOM IT IS CERTIFIED. 6. DIMENSIONS ARE IN FEET AND DECIMALS THEREOF. NO EFFORT WAS MADE TO PROVE PLAT BOUNDARIES. 7. PARCEL SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, AND RIGHT-OF-WAYS OF RECORD. 8. WHEN LOCATION OF EASEMENTS OR RIGHTS-OF-WAY OF RECORD, OTHER THAN THOSE ON RECORD PLAT IS REQUIRED, THIS INFORMATION MUST BE FURNISHED TO THE SURVEYOR AND MAPPER, PER FLORIDA STATUTE 5J-17.052 (4)(d) OF THE FLORIDA ADMINISTRATIVE CODE. 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 10. THE F.E.M.A. FLOOD ZONE INFORMATION INDICATED HEREON IS BASED ON INTERPRETATION OF MAPS SUPPLIED BY THE FEDERAL GOVERNMENT. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO VERIFY FLOOD ZONE INFORMATION AND BUILDING RESTRICTIONS PRIOR TO ANY CONSTRUCTION OR PLANNING. 11. ELEVATIONS SHOWN HEREON ARE BASED UPON N.A.V.D. 1988. I HEREBY CERTIFY THAT A SURVEY OF THE HEREON DESCRIBED PROPERTY WAS MADE UNDER MY DIRECTION PER STANDARDS OF PRACTICE AS PER CHAPTER 5J-17.053, F.A.C. & PURSUANT TO SECTION 472.027, FLORIDA STATUTES. _____________________________________________ KENNETH SARRIO PROFESSIONAL SURVEYOR AND MAPPER PSM NO. 6348 STATE OF FLORIDA 0'15'30' N BEARING BEARING SHOWN HEREON ARE BASED UPON A PLATTED Z/E'K&^Khd,yyΣyyΖyyΗt^d^^,KtE^>ͲϭKs͘ 1807 J. & C. Boulevard Naples,Florida 34109 L.B. # 7502 Tel. 239-591-0778 Benchmarklandservices.com BENCHMARK LAND SERVICES, INC. LEGAL DESCRIPTION AS FURNISHED Lot 20, Block B, OAK KNOLL, according to the plat thereof as recorded in Plat Book 4, Page (s) 42, of the Public Records of Collier County, Florida. CERTIFIED TO Cheryl Bartolo FLOOD ZONE INFORMATION Community Number: 120067 Panel: 0383 Suffix: J Effective Date: 02/08/2024 Flood Zone: X / X500 PROPERTY ADDRESS 1074 Hollygate Lane Naples, FL 34103 SKETCH OF BOUNDARY SURVEY SURVEY# 24143 DRAWN BY:CHECKED BY: K.S.E.S. DATE OF SURVEY: 08/16/2023 COMPLETION DATE: 08/16/2023 GRAPHIC SCALE SCALE: 1"= 30' 2.54' 3.71'25.33'25.14'7.78' 7.72'10.56'10.50'10.52'10.43'7.5' 7.5' 7.60' 7.61' 16.2' 15.0'10.5'7.2'6.7'6.4'85.2'14.1'2.6'7.9'2.6'22.7' 24.6'13.1'POOL SHELL FOUNDATION FOR BUILDING #1074 ELEV.= 14.4'GARAGEGARAGE13.4'13.4'78.5'20.9'20.9'10.5'16.2'STEMWALLCONC PADS SPOT SURVEY: 07/14/2025 Date: SURVEY HAS BEEN REVIEWED BY ZONING FOR COMPLIANCE Survey Approved Rejected PRFH20250205186 1-2 Family Home 7/16/2025 ffe 14.4 4 4 Page 233 of 613 PRFH2025020518601 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS PERMIT PERMIT #: PRFH2025020518601 PERMIT TYPE: Building DATE ISSUED: April 25, 2025 BUILDING CODE IN EFFECT: FBC 8th Edition 2023 w/ 2024 sup1 JOB ADDRESS: 1074 Hollygate LN, Naples FOLIO #: JOB DESCRIPTION: NEW 2 STORY SINGLE FAMILY RESIDENCE WITH DRIVEWAY. Ref -DEMO PRDM20240203800 Roof-Tile 1074 Hollygate LN, Naples OWNER INFORMATION: CANA HOMES LLC 878 NEAPOLITAN WAY NAPLES, FL 34103 AREA OF WORK (SQFT): 5922 SETBACKS: FRONT: 25' REAR: 20' (RSF-5) LEFT: 7.5 RIGHT: 7.5' FLOOD ZONE: X500 SEWER: Sewer WATER: Existing CONTRACTOR INFORMATION:CERTIFICATE #: CANA HOMES LLC 5130 ALPHA CT NAPLES, FL 34105 (239) 300-5837 LCC20210000021 SUB CONTRACTOR INFORMATION: MVP POWER SERVICES INC 2121 SE 5TH ST CAPE CORAL, FL 33990 (239) 834-7468 PERFORMANCE AIR OF SOUTHWEST FLORIDA, INC. 5577 6TH ST WEST LEHIGH ACRES, FL 33971 (239) 334-0337 A-1 AFFORDABLE PLUMBING INC. 3522 Plover Ave NAPLES, FL 34117 (239) 200-3522 APPLE ROOFING, LLC (DBA) SAINT RAPHAEL ROOFING 7911 DREW CIRCLE FORT MYERS, FL 33967 (239) 220-5120 Page 234 of 613 PRFH2025020518601 INSPECTION JOB CARD To schedule inspections call 239-252-3726 or visit https://cvportal.colliercountyfl.gov/cityviewweb SETBACKS: FRONT:25'REAR:20' (RSF- 5) LEFT:7.5 RIGHT:7.5'SPECIAL:FLOOD ZONE: FZX500 INSPECTION OUTCOME COMMENTS 100 - Footings 103 - Floating Slab Soil Treatment for Termite 104 - Tie Beam 106 - Columns 107 - Truss/Sheathing/Bucks 108 - Framing All rough trade inspections must be passed prior to scheduling. 109 - Insulation 111 - Dry-in/Flashing 115 - Building Final 118 - Lintel Beam 119 - Fill Cells 131 - Tenant Sep/ Rated Drywall Garage #2 Ceiling for living above 134 - Roofing Final 136 - Impact Glass 151 - Shearwall/Nailing 152 - Shearwall/Water Barrier 153 - Shearwall/Stucco Lath 154 - Soffit Coverings In progress Please do NOT complete Soffit installation prior to inspection. 200 - Plumbing Underground 201 - Plumbing Rough-in 202 - Plumbing Stack 203 - Sewer Tap 204 - Plumbing Final 219 - Shower Pan Test Page 235 of 613 PRFH2025020518601 300 - A/C Rough 301 - A/C Final 501 - Electrical Rough 502 - Electrical Final 505 - Temporary Power Residential 508 - TV/Telephone Rough 509 - TV/Telephone Final 801 - Site Drainage This Property is located in a Subdivision with a Master Drainage System SFWMD Permit number: 11-100238-P 802 - Landscaping 810 - Exotic Vegetation Removal 814 - Erosion/Silt The 814 - Erosion/Silt must be passed before any other inspections are scheduled. OPEN CONDITIONS Condition Type:Condition Description: Informational NOTICE OF CLEARING RESTRICTIONS: The issuance of a building permit for a single-family dwelling allows up to one (1) acre of native vegetation to be cleared. Clearing more than one (1) acre may be allowed for accessory structures and requires a separate Vegetation Removal Permit. Properties located in the following zoning district overlays may not be allowed to clear one (1) acre: Rural Fringe Mixed Use District (RFMU), Big Cypress Area of Concern (ACSC), and Special Treatment Overlay (ST). There may be additional restrictions related to clearing native vegetation and impacts to wetlands or protected species found on the property. State and Federal agency permits may be required. Contact the Growth Management Department?s Environmental Services at (239) 252-2400 for additional information. CO Hold Right of way permit must be issued before issuance of this permit. Please upload issued ROW permit to the portal. Informational - All Auxiliary Permits must obtain Certificate of Completions (C.C.) - Satisfy all Required Conditions, including but not limited to approval of uploaded documents. - Payment of All Outstanding Fees Inspection Hold Notice of Commencement: Upload to the condition on the portal. Informational Use the form located at https://www.colliercountyfl.gov/home/showdocument?id=105797&t=638403984984558370 to request Permit extensions, cancellations, and changes/withdrawals of Contractors, Subcontractors and Qualifiers. Instructions are provided with the form. Right-of-Way (ROW) and Well permits may only use this process for cancellations. Change/withdrawal of contractor does not apply to self-issued permits. Contact Building Permit Resolution Services at 239-252-2493 for assistance completing the form. Submit the form by clicking the Browse button below. Informational BDT ? Blower Door Test will be uploadable after the PASS of the 109 insulation inspection. Informational Energy Calculation Summary Sheet will be uploadable after the PASS of the 109 insulation inspection. Page 236 of 613 PRFH2025020518601 Informational FEMA - All equipment must be above flood plus one foot. Any materials used below flood level must comply with FEMA regulations Informational A Survey is required and must verify that improvement(s) meet setbacks, easements, and elevation requirements per Chapter 62, Collier County Code of Laws and Ordinances and Building Division Bulletin #21. Throughout the duration of the permit, please review the survey conditions for when to upload the survey. For improvements with a foundation, the spot survey must be provided within 10 days of a finished slab or pool shell inspection. Failure to do so will result in an inspection hold on the permit. CO Hold Soil Compaction Test. Upload to the condition on the portal. CO Hold Any required County impact fees will be due prior to issuance of a temporary or final Certificate of Occupancy CO Hold At the time of permit application, the permitted structure is in the special flood hazard area. An Under Construction Elevation Certificate is required within 10 days of passing a 103 or 133 inspection of slab or other foundation system. Prior to obtaining County approval of the Under Construction Elevation Certificate, the permit holder?s construction activities are at his/her own risk. Under Construction Elevation Certificates must verify the slab meets minimum elevations per the Florida Building Code and Chapter 62, Collier County Code of Laws and Ordinances (e.g., BFE +1 or 18? above the crown of the road, whichever is higher, and the elevation established by the SFWMD permit). CO Hold > Elevation Certificate NOTE: If you are unable to schedule your inspection, please contact the inspection desk at 252-2400. NOISE ORDINANCE: Collier County Codes of Laws and Ordinances 54-92(f) Construction Sound. NOISE LIMITATIONS are in effect at all times. Work permitted, RESIDENTIAL Areas – 6:30 AM to 7:00 PM Monday thru Saturday; NON-RESIDENTIAL Areas (more than 500 feet from Residential Area) 6:00AM to 8:00PM Monday thru Saturday. No Work on Sundays or Holidays. RADIOS, LOUDSPEAKERS, ETC. – Must not disturb peace, quiet and comfort of neighboring inhabitants. FREE CABLE LOCATIONS – Call 48 Hours prior to digging/FPL 434-1222/UTS 1-800-542-0088/PalmerCATV 783-0638 and all other applicable utilities. Per currently adopted building code ordinance, as it may be amended, all work must comply with all applicable laws, codes, ordinances, and any additional stipulations or conditions of this permit. This permit expires if work authorized by the permit is not commenced within six (6) months from the date of issuance of the permit. Additional fees for failing to obtain permits prior to the commencement of construction may be imposed. Permittee(s) further understands that any contractor that may be employed must be a licensed contractor and that the structure must not be used or occupied until a Certificate of Occupancy is issued. NOTICE: PRIOR TO THE REMOVAL OF ASBESTOS PRODUCTS OR THE DEMOLITION OF A STRUCTURE, FEDERAL AND STATE LAWS REQUIRE THE PERMITTEE (EITHER THE OWNER OR CONTRACTOR) TO SUBMIT A NOTICE OF THE INTENDED WORK TO THE STATE DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). FOR MORE INFORMATION, CONTACT DEP AT (239) 344-5600. NOTICE: In addition to the conditions of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Page 237 of 613 Approval of Construction Documents Building Plan Review & Inspection 2800 N. Horseshoe Dr, Naples, FL 34104 239-252-2400 Residential Permits These electronic documents have been reviewed for Code Compliance by the Building Plan Review & Inspection Division of the Collier County Growth Management Department. The documents are available for download from the GMD Public Portal. These specific documents, listed as “Approved Plans (PR)” on the Portal, must be available for Inspectors to review on the job site in either electronic or paper form as the approved version in accordance with the Florida Building Code Section 107.3.1. Other supporting documents may be required on site as needed to meet code requirements. Permit Number: PRFH2025020518601 Job Site Address: 1074 Hollygate LN, Naples Permit Description: NEW 2 STORY SINGLE FAMILY RESIDENCE WITH DRIVEWAY. Ref -DEMO PRDM20240203800 Roof-Tile 1074 Hollygate LN, Naples Permit Issuance Date: 04/25/2025 Document List: Portal File Type Portal File Name Page 238 of 613 Growth Management Community Development 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 • www.colliercountyfl.gov/ Outstanding Corrections Date: April 21, 2025 APPLICATION NO: PRFH20250205186 Applicant Name: PREMIER CONSULTING & MANAGEMENT Email:Paola@premier-mgt.com JOB SITE ADDRESS: 1074 Hollygate LN, Naples JOB DESCRIPTION: NEW 2 STORY SINGLE FAMILY RESIDENCE WITH DRIVEWAY. Ref -DEMO PRDM20240203800 Roof-Tile 1074 Hollygate LN, Naples Dear Applicant: Plans submitted with the referenced permit have been reviewed. The following comments need to be addressed as noted. Application Resubmittals: ·All resubmitted documents must be submitted at the same time.Once accepted,no more documents can be submitted. All document changes must be clouded. ·Corrected documents must be submitted as complete files,with the corrected sheets replacing the rejected sheets. Submittals containing just the corrected sheets will be returned as Insufficient. ·A written letter of response,summarizing the changes made to address each correction comment must be included in your resubmittal. Failure to include a written letter of response will result in a incomplete notice. ·After the resubmittal is processed the documents will be reviewed again;additional deficiencies may be identified through this process. ATTENTION: In accordance with FBC 105.3.2 Time limitation of application,an application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing,unless such application has been pursued in good faith or a permit has been issued. A new application for the permit will need to be applied for. Rejected Review: Residential Review Reviewed By: Thomas Messer Phone:239-252-1063 Email:Thomas.Messer@colliercountyfl.gov Correction Comment 2: The wind speed on the Truss Drawings and Truss Details that were just submitted on 04/08/25 is incorrect. Please correct to be 165mph. Adopted Wind speeds can be found on our Addressing Map: https://colliercountygmd.maps.arcgis.com/home/index.html FBC-R 8th 2023 R301.2.1 - Wind Design Criteria Correction Comment 3: The square footage on the drawings and the square footage on the Energy Calcs do not match. Please correct. FBC-B 8th 2023 107.2.1 - Information on construction documents Rejected Review: Zoning Review Reviewed By: Lisa Blacklidge Phone:239-252-2758 Email:Lisa.Blacklidge@colliercountyfl.gov Correction Comment 1: REV2: Pool bath must meet 25' rear yard setback. Covered porch is ok at 10. ------- Proposed improvements do not meet required setbacks. Please revise to meet required setback requirement for this district. The covered roofed living space and the pool bath are not meeting the 25' rear yard principal setback. Page 239 of 613 City of Naples UTILITIES DEPARTMENT 380 RIVERSIDE CIRCLE ● NAPLES, FLORIDA 34102 TELEPHONE (239) 213-5051 ● UTILITIESFORMS@NAPLESGOV.COM Ethics above all else ... Service to others before self ... Quality in all that we do. April 24, 2025 Anthony Lober 878 Neapolitan Way Naples, FL 34103 Subject: Potable Water and Sanitary Sewer Service Availability Folio number: 64410680001 Service Address: 1074 HOLLYGATE LN Collier County Building Permit: PRFH2025025186 Dear Mr. Lober: This letter attests that the subject property is located within the City of Naples potable water and sanitary sewer service area. Connection to the City of Naples water and sewer system at the property listed above is mandatory per section 30-31 and 30-156 of the City of Naples code of ordinances. This letter confirms installation of a new 1” potable water meter for domestic and/or irrigation services to the cited property. Also, there is a 6” potable water main and a 10” sewer gravity line within the right- of-way available for additional connections. As such, allocation of additional potable water capacity and sewer connections will be assured as the water meter application and sewer service application have been received and approved by the City of Naples Utilities Department. In addition, any applicable potable water and sewer system development fees including connection fees have been paid. It is noted that the customer has a responsibility to protect the City of Naples water system from potential cross-connection, per Section 30-96 of the City of Naples Code of Ordinances. As such, Collier County will place a “condition” on the building permit requiring a backflow prevention assembly to be installed and inspected. Once installed, please send an e-mail to backflow@naplesgov.com requesting the inspection. Once the inspection has passed, the condition will be removed. If you have any questions or require any additional information, please contact us at (239) 213-5051 or e-mail: akeeney@naplesgov.com Sincerely, Annette Keeney Utilities Permit Coordinator Page 240 of 613 Growth Management Community Development 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 • www.colliercountyfl.gov/ Outstanding Corrections Date: March 19, 2025 APPLICATION NO: PRFH20250205186 Applicant Name: PREMIER CONSULTING & MANAGEMENT Email:Paola@premier-mgt.com JOB SITE ADDRESS: 1074 Hollygate LN, Naples JOB DESCRIPTION: NEW 2 STORY SINGLE FAMILY RESIDENCE WITH DRIVEWAY. Ref -DEMO PRDM20240203800 Roof-Tile 1074 Hollygate LN, Naples Dear Applicant: Plans submitted with the referenced permit have been reviewed. The following comments need to be addressed as noted. Application Resubmittals: ·All resubmitted documents must be submitted at the same time.Once accepted,no more documents can be submitted. All document changes must be clouded. ·Corrected documents must be submitted as complete files,with the corrected sheets replacing the rejected sheets. Submittals containing just the corrected sheets will be returned as Insufficient. ·A written letter of response,summarizing the changes made to address each correction comment must be included in your resubmittal. Failure to include a written letter of response will result in a incomplete notice. ·After the resubmittal is processed the documents will be reviewed again;additional deficiencies may be identified through this process. ATTENTION: In accordance with FBC 105.3.2 Time limitation of application,an application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing,unless such application has been pursued in good faith or a permit has been issued. A new application for the permit will need to be applied for. Rejected Review: Residential Review Reviewed By: Thomas Messer Phone:239-252-1063 Email:Thomas.Messer@colliercountyfl.gov Correction Comment 1: Please clarify the following: FBC-B 8th 2023 107.2.1 - Information on construction documents. The Drawings reference R-19 spray foam and the Energy Calcs reference R-30 vented. Please correct the documents so they both match. Rejected Review: Zoning Review Reviewed By: Stefanie Nawrocki Phone:239-252-2313 Email:Stefanie.Nawrocki@colliercountyfl.gov Correction Comment 1: Proposed improvements do not meet required setbacks. Please revise to meet required setback requirement for this district. The covered roofed living space and the pool bath are not meeting the 25' rear yard principal setback. Correction Comment 2: LDC 4.05.03 A.: Unless parked or stored in an enclosed structure, the parking or storing of automobiles in connection with single-family dwelling units shall be limited to stabilized subsurface base or plastic grid stabilization system covered by surface areas made of concrete, crushed stone, crushed shell, asphalt, pavers or turf parking systems specifically designated for the parking of automobiles. The designated parking area may not comprise an Page 241 of 613 Growth Management Community Development 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 • www.colliercountyfl.gov/ area greater than forty (40%) percent of any required front yard; which, nonetheless, may not serve to limit a driveway to a width of less than twenty (20) feet. All parked automobiles shall utilize only the designated parking areas of the lot. Correction Comment 3: The FFE is not consistent between the survey and the stormwater plan. Rejected Review: Engineering Review Reviewed By: Christian Mumme Phone:239-252-1301 Email:Christian.Mumme@colliercountyfl.gov Correction Comment 1: -According to the Information provided the total Impervious area is 56.21%, therefore a Type II stormwater Plan must be provided, what was provided was a Site plan with the pervious and impervious area calculations, however, Per LDC section 6.05.03. D.2 a type II stormwater plan must show On-site retention areas and an Engineer's analysis that demonstrates the water quantity calculations that demonstrate the ability to accommodate the runoff from the area exceeding the applicable threshold from a 5-year 1-day storm. Pleas provide this information and do a right classification as a Type II Stormwater plan on the new plans. -Please note that per LDC Section 6.05.03, pools are considered impervious area. Page 242 of 613 Growth Management Community Development 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 • www.colliercountyfl.gov/ Outstanding Corrections Date: April 21, 2025 APPLICATION NO: PRFH20250205186 Applicant Name: PREMIER CONSULTING & MANAGEMENT Email:Paola@premier-mgt.com JOB SITE ADDRESS: 1074 Hollygate LN, Naples JOB DESCRIPTION: NEW 2 STORY SINGLE FAMILY RESIDENCE WITH DRIVEWAY. Ref -DEMO PRDM20240203800 Roof-Tile 1074 Hollygate LN, Naples Dear Applicant: Plans submitted with the referenced permit have been reviewed. The following comments need to be addressed as noted. Application Resubmittals: ·All resubmitted documents must be submitted at the same time.Once accepted,no more documents can be submitted. All document changes must be clouded. ·Corrected documents must be submitted as complete files,with the corrected sheets replacing the rejected sheets. Submittals containing just the corrected sheets will be returned as Insufficient. ·A written letter of response,summarizing the changes made to address each correction comment must be included in your resubmittal. Failure to include a written letter of response will result in a incomplete notice. ·After the resubmittal is processed the documents will be reviewed again;additional deficiencies may be identified through this process. ATTENTION: In accordance with FBC 105.3.2 Time limitation of application,an application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing,unless such application has been pursued in good faith or a permit has been issued. A new application for the permit will need to be applied for. Rejected Review: Residential Review Reviewed By: Thomas Messer Phone:239-252-1063 Email:Thomas.Messer@colliercountyfl.gov Correction Comment 2: The wind speed on the Truss Drawings and Truss Details that were just submitted on 04/08/25 is incorrect. Please correct to be 165mph. Adopted Wind speeds can be found on our Addressing Map: https://colliercountygmd.maps.arcgis.com/home/index.html FBC-R 8th 2023 R301.2.1 - Wind Design Criteria Correction Comment 3: The square footage on the drawings and the square footage on the Energy Calcs do not match. Please correct. FBC-B 8th 2023 107.2.1 - Information on construction documents Rejected Review: Zoning Review Reviewed By: Lisa Blacklidge Phone:239-252-2758 Email:Lisa.Blacklidge@colliercountyfl.gov Correction Comment 1: REV2: Pool bath must meet 25' rear yard setback. Covered porch is ok at 10. ------- Proposed improvements do not meet required setbacks. Please revise to meet required setback requirement for this district. The covered roofed living space and the pool bath are not meeting the 25' rear yard principal setback. THIS HAS BEEN RECTIFIED. THANK YOU FOR APPROVING OF THE REVIEW. PLEASE SEE THE ATTACHED REVISED ENERGY CALCS PACKET CORRECTING THE SQ FT. PLEASE SEE THE ATTACHED REVISED TRUSS ENGINEERING AND TRUSS LAYOUT SHOWING OVER 165MPH. Page 243 of 613 Page 244 of 613 1'-4"13'-0 3/4"10'-8"2'-6"4'-0"9'-0"1'-0"12'-0"1'-8 3/4"1'-4"2'-0"4'-0"9'-0"1'-4"1'-8"FRONT ELEVATION SCALE 1/4" = 1' 12 4 12'-0" T.O.B. 23'-8 3/4" T.O.B. 13'-8 3/4" 2ND FIN.FL. 25'-0 3/4" T.O.B. STUCCO FINISH 0'-0" FIN.FL. 14.46' NAVD TILE ROOF B-1 B-2B-2 B-1 B-3 B-1 B-5 B-1B-1 B-3 1'-4"13'-0 3/4"10'-8"2'-6"4'-0"9'-0"1'-0"12'-0"1'-8 3/4"1'-4"2'-0"4'-0"9'-0"1'-4"1'-8"FRONT ELEVATION SCALE 1/4" = 1' 12 4 12'-0" T.O.B. 23'-8 3/4" T.O.B. 13'-8 3/4" 2ND FIN.FL. 25'-0 3/4" T.O.B. STUCCO FINISH 0'-0" FIN.FL. 14.46' NAVD TILE ROOF B-1 B-2B-2 B-1 B-3 B-1 B-5 B-1B-1 B-3 1'-4"10'-8"1'-8"10'-4"2'-0"8'-0"1'-8 3/4"9'-4"2'-8"2'-0"10'-0"RIGHT ELEVATION SCALE 1/4" = 1' 12 4 STUCCO FINISH TILE ROOF 12 4 STUCCO FINISH GENERATOR POOL EQUIPMENT B-1 B-1 B-4 B-4 B-3 B-5B-5 B-3 B-1 B-3 B-1 1'-4"10'-8"1'-8"10'-4"2'-0"8'-0"1'-8 3/4"9'-4"2'-8"2'-0"10'-0"RIGHT ELEVATION SCALE 1/4" = 1' 12 4 STUCCO FINISH TILE ROOF 12 4 STUCCO FINISH GENERATOR POOL EQUIPMENT B-1 B-1 B-4 B-4 B-3 B-5B-5 B-3 B-1 B-3 B-1 TABULATION 1ST FL LIVING 2,620 SQ. FT. GARAGE 805 SQ. FT. ENTRY 59 SQ. FT. 2ND FL LIVING 2,054 SQ. FT. TOTAL 5,922 SQ. FT. OUTDOOR LIVING 384 SQ. FT.(RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-1Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 17:41:23-04'00' Page 245 of 613 1'-4"4'-8"2'-0"10'-0"1'-4"10'-8"1'-0"4"6'-0"1'-4"8'-8"10'-8"10'-0"2'-0"1'-8 3/4"8'-0"8'-0"LEFT ELEVATION SCALE 1/4" = 1' 12 4 TILE ROOF TILE ROOF STUCCO FINISH B-1 SCREEN SCREEN B-1 B-3 B-3 B-1 B-3 B-1 B-3 PCL1'-4"4'-8"2'-0"10'-0"1'-4"10'-8"1'-0"4"6'-0"1'-4"8'-8"10'-8"10'-0"2'-0"1'-8 3/4"8'-0"8'-0"LEFT ELEVATION SCALE 1/4" = 1' 12 4 TILE ROOF TILE ROOF STUCCO FINISH B-1 SCREEN SCREEN B-1 B-3 B-3 B-1 B-3 B-1 B-3 PCL1'-4"2'-0"2'-0"STUCCO FINISH REAR ELEVATION SCALE 1/4" = 1' 12 4 TILE ROOF TILE ROOF STUCCO FINISH B-6 B-3 B-3 1'-4"2'-0"2'-0"STUCCO FINISH REAR ELEVATION SCALE 1/4" = 1' 12 4 TILE ROOF TILE ROOF STUCCO FINISH B-6 B-3 B-3 (RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-2Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 246 of 613 UP 1'-8"4'-0"3'-8"4'-0"8"3'-6"11'-2"4'-9"5'-11"6'-8"5'-11"5'-7"7'-8"7'-2"3'-10"5'-2"6'-10"11'-2" 14'-0"62'-2"23'-2" 99'-4" 3'-10"2'-10" 6'-8"21'-2" 2'-8"6'-8"22'-0"16'-0"44'-8"8"6'-4"6'-2"8'-10"7'-0"15'-0"22'-0"63'-4"14'-0" 99'-4" 8"11'-8"1'-8" 3'-5"6'-8"14'-0"2'-4"9'-0"9'-0"2'-4"8"6'-8"8"2'-0"5'-0"5'-0"2'-0"22'-8"8'-0"14'-0"44'-8"1'-4" 9'-4"6"12'-2"2'-4"4'-0"4'-0"7'-0"7'-0"8'-8"19'-4"2'-10"8'-10"2'-4"3'-2"2'-6"3'-3"1'-11"3'-2"5'-6"13'-0"21'-4" 17'-4"4'-0"18'-7"3'-8" 17'-10"6'-4"17'-6"8'-2"7'-4"7'-2"4'-2"6'-0"12'-6"6'-3"15'-7"13'-2 1/2"12'-10"4'-0"4'-10"1'-1"4'-0"FOUNDATION PLAN SCALE 1/4" = 1' AAIIII HH JJ KK LL LL MM 22 11 33 44 55 66 77 88 1010 1010 99 1010 -0'-4 -0'-4 -0'-4 -1'-0 4" RECESS 4" RECESS4" RISER4" RISER4" RISER 4" RISER #5 VERT. REBAR 4' O.C. W/ STD. 90 DEGREE HOOK OR PER CODE 4" CONCRETE SLAB W/6" X 6" # 1.4 X 1.4 WWM OR FIBER MESH OVER 6MIL VAPOR BARRIER ON WELL COMPACTED TERMITE TREATED FILL (TYPICAL ALL SLABS)0'-0" 2" SLOPE 1" SLOPE 1" SLOPE2" SLOPE 2" SLOPE 36" X 12" CONC. STEM WALL FOOTING W/ 4 #5 CONT. REBAR (TYPICAL) F-3F-3 F-2F-2 AA CC BB BB BB BB BB TSC-1 (ABOVE) JJ F-1F-1 F-1F-1 F-1F-1 TSC-2 (ABOVE) GS-2 GS-2 -1'-0 KK 4" CONCRETE SLAB 4" CONCRETE SLAB 4" CONCRETE SLAB CB-1 CB-1 18'-8"9'-0"15'-4"10'-0"6'-4"8'-0"18'-0" 10'-2"7'-0"13'-11 1/2"5'-11 1/2"7'-9"9'-2"6'-9"11'-1"13'-6"13'-8"13'-10" 19'-5"2'-7"5'-2"6'-8"2'-10"21'-8"3'-10"23'-2" AAAABBCCDDEEEEFF (RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-3Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 247 of 613 FOOTING REINFORCEMENT (4) #5 E.W. BOTTOM FOOTING DIMENSIONS 2'-6"x2'-6"x12" NOTES FOOTING SCHEDULE MARK F-1 EL= (-) 0'-4" F-2 5'-0"x2'-0"x12"(4) #5 E.W. BOTTOM EL= (-) 0'-4" F-3 5'-0"x5'-0"x12"(6) #5 E.W. BOTTOM EL= (-) 0'-4" ALL COURSES SHALL BE SET IN FULL MORTAR BED CLEAN OUT OPENINGS AT ALL GROUT FILLED CELL LOCATIONS FOR WALLS 4'-0" HIGH OR GREATER FOOTING- SEE STRUCTURAL PLAN CONCRETE BLOCK- SEE NOTES ELSEWHERE FOR VERT. REINFORCEMENT WITH MATCHING FOOTING DOWELS- SEE PLAN FOR SIZE AND LOCATION (TYPICAL) HORZ. JOINT REINFORCEMENT AT 16" O.C. AT ALL WALLS 10'-0" TALL OR GREATER STARTING AT FIRST COURSE ABOVE FOOTING GROUT FILLED CELL AT ALL VERT. BAR LOCATIONS PLACE SCREEN OVER CORES NOT TO BE FILLED WITH GROUT TIE BEAM or BOND BEAM- SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCEMENT (TYPICAL) SIZE AND TYPE TYPICAL MASONRY WALL CONSTRUCTION REINFORCEMENT TYPICAL CORNER FOOTING ORBEAM WIDTHFOOTING OR BEAM WIDTH FOOTING OR BEAM WIDTH CORNER BARS WITH 44db. LAP}. { HORIZONTAL BARS SHALL BE OF BAR SIZE TO MATCH LARGEST BEAM, WALL OR FOOTING REINFORCING BARS (ACI 318-02). BARS MUST BE PLACED AT TOP AND BOTTOM. MIDDLE BARS SHALL BE PROVIDED AT ALL BEAMS CONTAINING MIDDLE REINFORCEMENT (SEE PLAN FOR SCHEDULE) 1'-4" 1'-4" N.T.S. FINISHED FLOOR GARAGE / LIVING LEVEL PARTITION GARAGE FLOOR 0'-0" -0'-4" ROOF TRUSS BOTTOM CHORD PROVIDE 2X4 BLOCKING WHERE TRUSS PARALLES FRAME WALL MTS20 ANCHOR STRAP AT EACH TRUSS WHERE TRUSS ALIGNS WITH STUD BELOW. USE HUGHES SPT-2 WHERE TRUSS DOES NOT ALIGN WITH STUD(2) 2X4 or 2X6 CONT. TOP PLATE MIN. 2'-O" LAP AT LOAD BRNG WALLS 2X4 or 2X6 STUDS AT 16" O.C.(BEARING WALL) SOUTHERN YELLOW PINE #02 W/ SPH4 OR SPH6 TOP & BOTTOM R-11 INSULATION 1/2" DRYWALL EACH SIDE 2X4 or 2X6 P.T. SILL PLATE ATTACH TO EACH STUD WITH SIMPSON SPH4 or SPH6 @ EACH STUD 6 MIL VAPOR BARRIER CLEAN MECHANICALY COMPACTED SOIL PT Bottom Plate Bolted to slab w/ 1/2" x 8" Expansion anchors @ 24" O.C. BLOCKING AT MID-HIEGHT (2) #5 REBARS CONT.4"4"8" N.T.S. 0'-0" FINISHED FLOOR SHOWER RECESS 6 MIL VAPOR BARRIER MECHANICALY COMPACTED FILL WITH SOIL POISONING 4" CONCRETE SLAB W/TROWEL FINISH 3000 PSI CONCRETE 6 X 6 / 2.9 X 2.9 W.W.M. OR FIBER MESH #5 CONT. REBAR BEARING WALL LEGEND INDICATES 2x8 No.2 S.Y.P. FRAMED BEARING WALLS WITH STUDS AT 16" O.C. BLOCKING AT 4'-0" O.C. (MAX.) AND SIMPSON SPH8 AT EACH STUD TOP AND BOTTOM (SEE SECTIONS FOR ADDITIONAL ATTACHMENTS) A BEARING WALLS WITH STUDS AT 16" O.C. ATTACHMENTS) INDICATES 2x6 No.2 S.Y.P. FRAMED BLOCKING AT 4'-0" O.C. (MAX.) AND SIMPSON SPH6 AT EACH STUD TOP AND BOTTOM (SEE SECTIONS FOR ADDITIONAL B BEARING WALLS WITH STUDS AT 16" O.C. ATTACHMENTS) INDICATES 2x4 No.2 S.Y.P. FRAMED BLOCKING AT 4'-0" O.C. (MAX.) AND SIMPSON SPH4 AT EACH STUD TOP AND BOTTOM (SEE SECTIONS FOR ADDITIONAL C CAP PLATE AND ATTACHMENT - BASE PLATE AND ATTACHMENT 12" x 12" 4#6 BARS TRUSS/HEADER ATTACHMENT CONCRETE COLUMN SCHEDULE COLUMN I.D. CB-1 - NOTE - CB-1 (4)-#6 BARS VERTICAL 1'-0" #3 TIES AT 10" O.C.1'-0"1'-0"3'-0" 4" CONCRETE SLAB W/6 X 6 # 2.9 X 2.9 WWM OR FIBER MESH OVER 6MIL VAPOR BARRIER ON WELL COMPACTED TERMITE TREATED FILL (TYPICAL ALL SLABS) 36" X 12" CONC. FOOTING W/ 4 #5 CONT. (TYPICAL) 5/8" STUCCO ON 8" CONC. BLOCK #5 REBAR 4' O.C. VERT. W/ STD. 90 DEGREE HOOK OR PER CODE STEM WALL FTG. SCALE 1/2" = 1' 0'-0" FIN. FL.4'-0" MAX.#5 CONT.(RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-4Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 248 of 613 SCALE 1" = 1' TYPICAL GARAGE DOOR DETAIL O.H. DOOR AND TRACK BY DOOR MANUFACTURER. TRIM 1/2" WEDGE ANCHOR W/ WASHER AND NUT. 8" FROM TOP AND BOTTOM. 24" IN BETWEEN CONTINUOUS 2 X 6 P.T.Y.P.. HEAD AND JAMBS SCALE 1" = 1' TYPICAL EXTERIOR DOOR DETAIL GYPSUM WALLBOARD P.T. FURRINGS DOOR FRAME DOOR TRIM 1/4" X 2 3/4" TAPCONS AT 16" O.C. THROUGHOUT DOOR (SEE FLOOR PLAN) 1 X 4 OR 2 X 4 DOOR BUCK SEALANT STUCCO FININSH BLO0CK WALL 1/4" X 2 3/4" CORROSIVE RESISTANT "TAPCON" CONC. SCREWS INSTALLED 4" FROM EA. END AND @ 18" O/C THRU- OUT. COTINUOUS BEAD OF SEALANT P.T. 1 X 4 WOOD BUCK SET IN FULL BED OF SEALANT CONTINUOUS BEAD OF SEALANT TYPICAL ALUMINUM WINDOW. ALUM. ALL CERTIFICATIION LABELS SHALL REMAIN FOR FINAL INSPECTION MAXIMUIM TOLERANCE FOR FINAL FITTING SHALL BE 1/8" - NO DOUBLE BUCKING ALLOWED DECORATIVE CEMENTITIOUS FINISH OVER CONC. 1/2" DRYWALL CONTINUOUS SEALANT MASONRY OR CONCRETE P.T. 1" X 4" WOOD BUCK OFF SET 3/4" WINDOW HEAD AND JAMB DETAIL SCALE 3" = 1' WH UP UP 1'-8"4'-0"3'-8"4'-0"8"3'-6"11'-2"4'-9"5'-11"6'-8"5'-11"5'-7"3'-4"4'-4"4'-0"3'-2"3'-10"5'-2"6'-10"11'-2" 14'-0"21'-2"18'-6"7'-2"8'-4"7'-0"23'-2" 99'-4" 3'-10"2'-10" 6'-8" 2'-8"6'-8"22'-0"16'-0"44'-8"8"6'-4"6'-2"8'-10"7'-0"12'-4"2'-8"10'-2"7'-0"13'-11 1/2"3'-2 1/2"2'-9"3'-1"4'-8"3'-8"5'-6"6'-9"11'-1"6'-4"7'-2" 34'-4"5'-10"8'-4"29'-8"7'-2"14'-0" 99'-4" 8"11'-8"1'-8" 6'-8"14'-0"2'-4"9'-0"9'-0"2'-4"8"6'-8"8"2'-0"5'-0"5'-0"2'-0"22'-8"8'-0"14'-0"44'-8"1'-4" 9'-4"6"12'-2"2'-4"6" 3'-0" 8" 2'-8"8'-8"2'-8"4'-0"9'-9"5'-3" 4'-0" 8" 4'-10"5'-0"6'-10"12'-0"10'-0" 6'-0"11'-2"18'-4"27'-2" 8'-4" 1'-4" 3'-8"3'-8"7'-10" 6'-6"15'-2"14'-0"8'-0"5'-6"12'-0"20'-8" 10'-0"4'-0"2'-6"5'-10"14'-0"14'-8"12'-4"5'-4"6'-2"3'-10"4'-0"12'-6"10'-4"9'-6"10'-2"5'-8"4'-0"5'-4"5'-8"3'-8"3'-2"6'-8"5'-8"2'-0"11'-10"12'-6"10'-0"21'-8"7'-10"12'-8"4'-0"4'-0"18'-6"3'-8"4'-2"2'-0"6'-2"6'-6"2'-0"7'-0"7'-0"1'-2"4'-0"4'-0"8'-11" 11" 21'-1"12'-10"4'-0"4'-10"8"1st FLOOR PLAN SCALE 1/4" = 1' OUTDOOR LIVING VAULT CLG. MASTER BEDROOM VAULT CLG.12'-0" CLG.W.I.C.W.I.C. POOL GREAT ROOM 24'-8 3/4" CLG. GARAGE #2 12'-0" CLG. GARAGE #1 12'-0" CLG. ENTRY 12'-0" CLG.GAS FIRE PLACE GAS FIRE PLACE12'-0" CLG.OUTDOOR DINNING12'-0" CLG.12'-0" CLG.DINNING 13'-0" CLG. 12'-0" CLG. 11'-0" CLG. KITCHEN 12'-0" CLG.PANTRY BEDROOM #2 12'-0" CLG. FOYER MOOD RM. 12'-0" CLG. GENERATOR POOL EQUIPMENT MINI-SPLIT A/C A/C INATTICATTICACCESS25'-8 3/4" CLG. 25'-8 3/4" CLG.LAUNDRY12'-0" CLG.12'-0" CLG.AA AAAABBCCDDEEEEFF II II HH JJ LL LL MM 22 11 33 44 55 66 77 88 1010 101011111212 99 1313 1212 1010 1212 1212 1212 1414 1111 1010 1212 1212 JJKK STG. / FUTURE ELEV. KKLINE OF 2ND FL. ABOVE, TYP.12'-0" CLG. 18'-8"24'-4"10'-0"32'-4" 4'-2"17'-6"15'-0" BENCHBENCH 13'-0"13'-4"16'-8"3'-6"14'-4"3'-6"6'-8"8'-0"6'-8"22'-0" 3'-10"7'-10" 42" HIGH HALF WALL W/TEMP GLASS ABOVE VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER PRIOR TO INSTALLATION 11 AA OVERALL SIZE W/H DOOR SCHEDULE NO.QTY.TYPE OVERALL SIZE W / H 1ST FL. WINDOW SCHEDULE NO.QTY.TYPE REMARKS VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER PRIOR TO INSTALLATION (IN INCHES) REMARKS(IN INCHES) 31 72 X 120 MAX POSITIVE PRESSURE PRESSURE MAX NEGATIVEMAX NEGATIVEMAX POSITIVE 36 X 72FIXED GLASS216 X 108 EXT. DBL. SWING 64 X 96 22 33 44 55 66 77 88 99 1010 1111 1212 1313 1414 GARAGE DR. SLIDING GLASS DOOR EXT. SWING 1 1 1 1 1 1 1 BB 1 37 X 76 CC 1 24 X 48FIXED GLASS DD 1 36 X 60FIXED GLASS EE 2 36 X 70 FF 1 72 X 76 GG 0 FIXED GLASS 36 X 24 FL. TO TOP 10'-8" SINGLE HUNG FL. TO TOP 9'-4" FL. TO TOP 9'-4" FL. TO TOP 10' FIXED GLASS FL. TO TOP 10'-4" FL. TO TOP 10'DBL. CASEMENT FL. TO TOP 10' HH FIXED GLASS 32 X 201 II FIXED GLASS 36 X 241 JJ FIXED GLASS 24 X 242 KK 72 X 242 LL FIXED GLASS 36 X 242 FL. TO TOP 10' FL. TO TOP 10' FL. TO TOP 10' FL. TO TOP 10'FIXED GLASS FL. TO TOP 10' 37 X 631CASEMENTMM FL. TO TOP 10' 120 X 108GARAGE DR. 32 X 120 SLIDING GLASS DOOR SLIDING GLASS DOOR 72 X 120 108 X 120 144 X 120 SLIDING GLASS DOOR 96 X 1201 EXT. SWING 36 X 961 4 INT. SWING 36 X 96 3 INT. SWING 30 X 96 INT. DBL. SWING 32 X 96POCKET DOOR 13 INT. SWING 32 X 96 3 1515 48 X 96INT. DBL. SWING2 1616 30 X 96POCKET DOOR1 1717 60 X 96INT. DBL. SWING1(RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-5Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 249 of 613 3'-0"SCALE 3/4"=1' GUARD RAIL DETAIL 36" GAURD RAIL W/ PICKETS @ 4" ON CENTER MAX. SEPARATION 4" MAX. DN 6'-8"2'-0"3'-0 1/2"8'-9 1/2"5'-8"1'-10"3'-9"3'-3"3'-0 1/2"10'-7"2'-2 1/2" 15'-10"3'-4"7'-0"3'-4"7'-6"4'-8"11'-10"12'-6" 66'-0" 1'-4"20'-2"24'-6"44'-8"4'-8"4'-0"4'-8"13'-4"18'-8"12'-8"44'-8"3'-11"4'-9"2'-8"7'-4"3'-4"13'-4"2'-0"4'-8"2'-0" 8"8'-8"10'-0"46'-8" 2'-0" 15'-2"3'-0"6'-6"3'-0"7'-0"4'-4"11'-4"11'-6" 13'-8"12'-0" 9'-0"6'-0"5'-6" 6'-0"8'-10"2'-2"18'-6"26'-2"12'-8"15'-4"14'-6"6'-0"3'-8"4'-2"2'-0"3'-8"6'-0"6'-2"6'-4"3'-8"6'-0"21'-2"7'-10"8"5'-0"12'-2"3'-8"12'-0"5'-10"2'-10"4'-0"4'-0"14'-4" 24'-5 1/2"22'-2 1/2" 66'-0" 22'-2"4'-0" 6'-6"3'-0"5'-2"8"5'-6"10'-8"1'-10"BEDROOM #3 10'-0" CLG. BEDROOM #4 10'-0" CLG. W.I.C.LAUN. #2 10'-0" CLG. W.I.C. LOFT 11'-0" CLG.WET BARMASTER BEDROOM #2 11'-0" CLG.10'-0" CLG.OPEN TO BELOW OPEN TO BELOW OPEN TOBELOW10'-0" CLG.W.I.C.A/C INATTICATTICACCESS2ND FLOOR PLAN SCALE 1/4" = 1' NN OO PP QQ RR TT TT VV XX XX YY ZZ XX 1212 1212 1111 1212 1212 1414 1212 1616 1212 15151515 1414 1616 XX 1212 1212 MIN 22"X30" ATTIC ACCESS IN WALL, 2" A.F.F. UTILIT Y W.I.C. THEATRE ROOM 10'-0" CLG. OPENING IN FLOOR TRUSSES FOR FUTURE ELEVATOR NN 6'-4"6'-8"8'-0"3'-8" NN OVERALL SIZE W / H 2DN FL. WINDOW SCHEDULE NO.QTY.TYPE REMARKS VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER PRIOR TO INSTALLATION (IN INCHES) 2 MAX POSITIVE PRESSURE PRESSURE MAX NEGATIVE 30 X 72 OO PP 1 24 X 48FIXED GLASS QQ RR SS 0 32 X 32 TT 2 FIXED GLASS 32 X 48 FL. TO TOP 8'-8"SINGLE HANG UU FIXED GLASS 32 X 200 VV WW XX YY FL. TO TOP 8' ZZ FL. TO TOP 8'-8" DBL. FIXED GLASS1 1 1 DBL. FIXED GLASS DBL. FIXED GLASS 72 X 24 72 X 72 72 X 24 FIXED GLASS FL. TO TOP 8'-8" FL. TO TOP 8'-8' 1 FL. TO TOP 8'108 X 36 FIXED GLASS0 FL. TO TOP 8'36 X 36 37 X 63SINGLE HANG4 FL. TO TOP 8' FIXED GLASS 66 X 621 FL. TO TOP 8'-8' 24 X 48 FL. TO TOP 8'1 FIXED GLASS TRPL. FIXED GLASS 1st FL. TO TOP 21'-4 3/4" --- --- 1-1/4" 1" SCALE 3/4"=1' STAIR DETAIL 34" HANDRAIL ATTACHED TO WALL 7-1/8" 10"(RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-6Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 250 of 613 2'1'8" X 12" CONC. TIE BEAM WITH (4) #5 REBAR CONTINUOUS (2) 2"X10" LEDGER W/ 5/8" ANCHOR EVERY 24" STAGGERED STUCCO RIGID FOME, CROWN MOLD 3/4" T.G. CDX. PLYWOOD SUB-FLOOR OVER FLOOR TRUSSES @ 24" O.C. STUCCO SOFFIT ON 1/2" PLYWOOD W/ GALVANIZED METAL LATH & 30 LB FELT BARRIER W/ CONTINUOUS VENT STRIP SEE ELEV. T.O.W. WALL SECTION R-38 BATT INSULATION 1'-6" SCALE 1/2" = 1'A.AA.A 12 SEE ELEV. PREENGINEERED ROOF TRUSSES AT 2'-0" O.C.SIMPSON HETA20 W/ TSS STRAP AT EA. TRUSS GALV. DRIP EDGE 2 X 8 WOOD FASCIA 5/8" STUCCO ON 8" CONC. BLOCK #5 REBAR 4' O.C. VERT. W/ STD. 90 DEGREE HOOK OR PER CODE WOOD BASE 1/2" DRYWALL ON 1"X2" FURRING @ 16" O.C. OVER 3/4" RIGID INSULATION W/ MIN OF R-7 8" X 24" CONC. TIE BEAM WITH (4) #6 REBAR CONTINUOUS 4" CONCRETE SLAB W/6X6 2.9X2.9 WWM OR FIBER MESH OVER 6MIL VAPOR BARRIER ON WELL COMPACTED TERMITE TREATED FILL (TYPICAL ALL SLABS) 0'-0" FIN. FL. 13'-8 3/4" T.O.B. OPTIONAL CROWN MOLD TILE OVER 90# FELT OVER 30# FELT OVER 5/8" OSB OR PLYWOOD SHEATHING ON WOOD TRUSSES. NAILED W/ 8d RING SHANK NAILS 6" O.C. EDGES & FIELD. SHEATHING MUST BE EXTENDED TO OUTSIDE EDGE OF FASCIA BOARD, ATTACH AT OVERHANG @ 4" O.C. AT EDGES AND FIELD. 1/2" GYPSUM BOARD ON 1 X 3 FURRING 16" O.C. 1/2" GYPSUM BOARD ON 1 X 3 FURRING 16" O.C. 24" X 12" CONC. FOOTING W/ 3#5 CONT. REBAR (TYPICAL) #5 REBAR 4' O.C. VERT. W/ STD. 90 DEGREE HOOK OR PER CODE 4'-0" MAX.#5 CONT. (a) ATTACHE SIMPSON HTT4 AND WITH 5/8" DIA. X 5" LONG TITEN HD BY SIMPSON (GALVANIZED) (b) ATTACHE SIMPSON ABU66Z WITH 5/8" DIA. THREADED ROD DRILL AND EPOXY WITH 6" MIN. EMBEDMENT, 2" MIN. SIDE COVER DISTANCE AROUND SIMPSON ABU66Z END ATTACHMENT (1)-STUD WITH (1)-SIMPSON MSTA24 OR EQUAL SIZE (3) 2x12 S.Y.P. No2 AND (2) LAYERS OF 1/2" PLYWOOD DETAIL WOOD HEADER SCHEDULE HEADER NUMBER WH-1 BASE ATTACHMENT SIMPSON HTT6(a) STUDS (3) PLY 2x6 S.Y.P. No2 TRUSS/HEADER ATTACHMENT GANG STUD COLUMN SCHEDULE COLUMN I.D. GS-1 (2) SIMPSON SP6 NOTE - -(4) PLY 2x6 S.Y.P. No2 SIMPSON HTT6(a)(2) SIMPSON SP6GS-2 VERTICAL BAR LEGEND 8" 45 DEGREE REINFORCED MASONRY CORNER BLOCK WITH (2) - #5 VER BAR FILLED WITH A MIN. OF 3000 P.S.I. CONCRETE 16" REINFORCED MASONRY BLOCK WITH (2) - #5 VER BAR FILLED WITH A MIN. OF 3000 P.S.I. CONCRETE 12" REINFORCED MASONRY BLOCK WITH (1) - #5 VER BAR FILLED WITH A MIN. OF 3000 P.S.I. CONCRETE 8" REINFORCED MASONRY BLOCK WITH (1) - #5 VER BAR FILLED WITH A MIN. OF 3000 P.S.I. CONCRETE STIRRUP SPACING # STIRRUPS AT EACH END 6"(#3) 8 8" W 16" D 2-#5 REINF. BOTTOM 8"48"2-#5 2-#5 2-#5 BEAM DESIGN B-2 B-1 CONCRETE BEAM SCHEDULE TOP REINF. BOTTOM REINF. TOP REINF. 1-1\2" CLEARANCE (TYPICAL) BOTTOM REINF. #3 STIRRUPS TOP REINF. #5 VERTICAL BAR HOOKING INTO TIE BEAM. FILL CELLS WITH 3000 P.S.I CONCRETE. BARS SPACING ARE NOT TOO EXCEED 4'-0" AND LOCATED EACH SIDE OF ALL WINDOW AND DOOR OPENINGS AND EACH SIDE OF ALL CORNERS. SPAN 1/2S1/2S SSSSSSSSSS TYPICAL TIE BEAM ON TOP OF MASONRY WALL 8" X 12" (MIN) REINFORCED WITH (4) #5 BARS CONT. LAP TOP AND BOTTOM BEAM REINFORCED TO TIE BEAM REINFORCEMENT 40 BAR DIAMETERS. W D B-3 2 #5 2 #5 8"24"6"(#3) CONT B-4 2 #6 2 #6 8"32"(#3) CONT 10" B-5 2 #6 2 #6 8"20"(#3) CONT 6" B-6 2 #6 2 #6 12"16"#3@ 6" O.C.6" TB-1 2 #5 2 #5 8"24"- - - - MID REINF. - 2-#5 2-#5 - - - - -6"B-7 3 #6 16"#3@ 8" O.C.16"3 #6 (2)-12d NAILS (TYP.) CONTINUOUS 2x4 No.2 S.Y.P. NAILED TO EACH TRUSS WITH 8" CONCRETE BLOCK WALL SEE STRUCTURAL PLANS FOR VERTICAL STEEL (TYP.) UPLIFTS LESS THAN 1805LBS. FILL SIMPSON HETA20 OR EQUAL (FOR HURRICANE STRAPPING DETAIL TYPICAL BLOCK WALL ALL HOLES TYPICAL) (2)-ROWS OF 8d NAILS AT 12" O.C. STAGGERED. BE INSTALLED FOR DRY INSPECTION VALLEYS AND DRIP EDGE, ALL METAL TO PLYWOOD, 3" OVERLAP REQUIRED FOR 6" O.C. NAILING BOTH DRIP EDGE AND FASCIA NAILED WITH DRIP EDGE 30lb. FELT OVER 5/8" MINIMUM SHEATHING NAILED WITH 8d RING-SHANK NAILS 6" O.C. AT EDGES AND 6" O.C. IN FIELD. PLYWOOD MUST EXTEND TO OUTSIDE EDGE OF FASCIA BOARD, ATTACH SHEATHING AT OVERHANG AT 4" O.C. AT EDGES AND 4" O.C. IN FIELD. SEE PLANS FOR BEAM SIZE AND REINFORCEMENT ALL EDGES.AT 6" O.C. PROVIDE MIN. 1" LAP AT ROOFING NAILS (7/16" MIN. HEAD DIA.) FASTEN LATH USING 1 1/2" GALVANIZED AT EDGES AND 12" O.C. IN FIELD FASTENED WITH 8d NAILS AT 6" O.C. PROVIDE 1/2" PLYWOOD SHEATHING ATTACHMENT ROOFING AND TRUSS STRAPPING DETAIL FOR SEE TYPICAL HURRICANE OPTION: PROVIDE MIN. 5/8" STUCCO OVER 3/8" HIGH RIB GALVANIZED METAL LATH (RIBS TO RUN PERPENDICULAR TO TRUSS). BEAM SIZE AND REINFORCEMENT SEE PLANS FOR EXPOSED TO WIND TYPICAL CEILING (RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-7Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 251 of 613 WH UP UP OUTDOOR LIVING VAULT CLG. MASTER BEDROOM VAULT CLG.12'-0" CLG.W.I.C.W.I.C. POOL GREAT ROOM 24'-8 3/4" CLG. GARAGE #2 12'-0" CLG. GARAGE #1 12'-0" CLG. ENTRY 12'-0" CLG.GAS FIRE PLACE GAS FIRE PLACE12'-0" CLG.OUTDOOR DINNING12'-0" CLG.12'-0" CLG.DINNING 13'-0" CLG. 12'-0" CLG. 11'-0" CLG. KITCHEN 12'-0" CLG.PANTRY BEDROOM #2 12'-0" CLG. FOYER MOOD RM. 12'-0" CLG. GENERATOR POOL EQUIPMENT MINI-SPLIT A/C A/C INATTICATTICACCESS25'-8 3/4" CLG. 25'-8 3/4" CLG.LAUNDRY12'-0" CLG.12'-0" CLG.AA CC BB BB BB BB BB 1st Fl. BEAM PLAN SCALE 1/4" = 1'B-7B-3B-2B-2B-1B-1B-4B-4B-3B-5B-5B-3 B-6 B-6B-3B-3 B-3 B-6 B-6 B-3 B-3 B-3B-3 B-3 B-3 B-3 B-3 B-3 PCL B-1GS-1GS-2 GS-1GS-2 GS-1 BEARING HEIGHT LEGEND 12'-0" BEARING WALL 25'-8 3/4" BEARING WALLB-1STG. / FUTURE ELEV. TSC-1 TSC-2 (5x5x3/16) (4x4x1/4) LVL 1-3/4"x16" VERSA-LAM 2.1E-3100Fb LVL 7x24 VERSA-LAM 2.1E-3100Fb SIMPSON EG7 LVL 1-3/4"x16" VERSA-LAM 2.1E-3100FbSIMPSON LEG3 GS-2 TB-1 TB-1 TB-1 TB-1 TB-1TB-1TB-1 TB-1 TB-1 TB-112'-0" CLG.B-212'-0" BEARING WALL 8" CMU 12" CMU 8" CMU WH-1 B-4B-4B-4 13'-8 1/4" BEARING WALL 8" CMU BENCHBENCH42" HIGH HALF WALL W/TEMP GLASS ABOVE STIRRUP SPACING # STIRRUPS AT EACH END 6"(#3) 8 8" W 16" D 2-#5 REINF. BOTTOM 8"48"2-#5 2-#5 2-#5 BEAM DESIGN B-2 B-1 CONCRETE BEAM SCHEDULE TOP REINF. B-3 2 #5 2 #5 8"24"6"(#3) CONT B-4 2 #6 2 #6 8"32"(#3) CONT 10" B-5 2 #6 2 #6 8"20"(#3) CONT 6" B-6 2 #6 2 #6 12"16"#3@ 6" O.C.6" TB-1 2 #5 2 #5 8"24"- - - - MID REINF. - 2-#5 2-#5 - - - - -6"B-7 3 #6 16"#3@ 8" O.C.16"3 #6(RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-8Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 252 of 613 DN BEDROOM #3 10'-0" CLG. BEDROOM #4 10'-0" CLG. W.I.C.LAUN. #2 10'-0" CLG. W.I.C. LOFT 11'-0" CLG.WET BARMASTER BEDROOM #2 11'-0" CLG.10'-0" CLG.OPEN TO BELOW OPEN TO BELOW OPEN TOBELOW10'-0" CLG.W.I.C.A/C INATTICATTICACCESSB-1B-5B-1B-1B-1B-3B-3B-3B-3 B-3B-3 B-3B-1 2nd Fl. ROOF PLAN SCALE 1/4" = 1' MIN 22"X30" ATTIC ACCESS IN WALL, 2" A.F.F. UTILIT Y W.I.C. THEATRE ROOM 10'-0" CLG. B-3 OPENING IN FLOOR TRUSSES FOR FUTURE ELEVATOR B-3B-3B-3(RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-9Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 253 of 613 SD Smoke Detector GENERAL NOTES 1.The contractor or subcontractor shall verify all conditions and dimensions at the job site prior to commencing work. The contractor shall report all discrepancies between the drawing and existing conditions to the designer prior to commencing work. 2.General contractor reserves the right to adjust dimensions as may be required at his discretion, due to field conditions of for any reason. 3.All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any similar situation elsewhere in the work except where a different detail is shown. 4.All trusses shall be designed and certified by the truss manufacturer's state of Florida registered engineer. 5.Refer to boundry survey completed by professional land surveyors for existing conditions and grade elevations. 6.The structure is designed to be self supporting and stable after the building is complete. It is the contractor's sole responsibility to determine erection procedures and sequence to ensure safety of the building and its components during erection. This includes the addition of necessary shoring, sheeting, temporary, bracing, guys or tie downs. 7.Ruben Leon Designs LLC Assumes no liability for location of the structure on the site. 8.If any errors or omissions exist in the drawings and specifications, the contractor shall within fifteen days after receiving of this plans and prior to construction, notify Ruben Leon Designs LLC of such errors or omissions or be held responsible for the results and cost. 9.These documents are the property of Ruben Leon Designs LLC and may not be used or reproduced without expressed written consent. ELECTRICAL NOTES: 1. ELECTRICAL PLAN HAS BEEN PREPARED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2023, 8th EDITION AND 2020 NATIONAL ELECTRICAL CODE. THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ALL FLORIDA BUILDING CODES AS WELL AS ANY LOCAL CODE THAT MAY BE APPLICABLE. 2. ALL BRANCH CIRCUITS THAT SUPPLY 120 VOLT, SINGLE PHASE, 15-20 AMPERE OUTLETS INSTALLED INDWELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, DENS, BEDROOMS, CLOSETS, HALLWAYS, SUNROOMS, OR ANY OTHER SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION TO THE BRANCH CIRCUIT. 3. SMOKE DETECTORS SHALL BE HARDWIRED AND INTERCONNECTED WITH BATTERY BACKUP WH UP UP GFCI GFCI GFCI WP GFCI WP GFCI WP GFCI WP GFCI GFCI GFCI WP 33 GFCI WP 3 3 GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI GFCI GFCI GFCI GFCI GFCI GFCI GFCI GFCI GFCI GFCI GFCI GFCIGFCI GFCI TV 3 3 3 3 TV 3 GFCI WP GFCI WP TV GFCI WP 3 CO/SD SD 3 3 GFCI GFCI GFCI GFCI GFCIGFCI 3 3 3 3 GFCI GFCI GFCI GFCI GFCI GFCI 3 3 3 4 3 4 4 3 3 GFCI GFCI GFCI SD CO/SD GFCI WP 4 GFCI GFCI GFCI GFCI WP GFCI WP GFCI WP GFCI GFCI GFCI GFCI WP 1ST FL ELECTRICAL PLAN SCALE 1/4" = 1' 200 AMP ELECTRICAL PANEL J TO GREAT ROOM LIGHTS ABOVE TO GREAT ROOM LIGHTS ABOVE TO GREAT ROOM FAN ABOVE UNDER CABINET LIGHTUNDER CABINET LIGHT TO 2ND FL LIGHT ABOVE TO 2ND FL LIGHT ABOVE J J J J POOL EQUIPMENT PAD GENERATOR RR R R R RR R R R RR RRRRR R R R R R R R R R R R R R R R R R R R R RR R R R R R R R R R RRRR RR R (RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-10Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 254 of 613 DN 3 3 SD CO/SD 3 TV 3 GFCI GFCI TV SD CO/SD SD TV GFCI GFCI GFCI GFCI GFCI GFCI 3 3 GFCI GFCI GFCI TVTV 2ND FL ELECTRICAL PLAN SCALE 1/4" = 1' TO SWITCH BELOW TO SWITCH BELOW TO SWITCH BELOW TO SWITCH BELOW TO SWITCH BELOW R R RR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R S GFCI T T WP TV 3 DM CO/SD AFCI R TIMER SWITCH DIMMER SWITCH ELECTRICAL SYMBOLS FLUORESCENT LIGHT DOOR BELL THREE WAY SWITCH RECESSED LIGHT 220 OUTLET 110 OUTLET CEILING FIXTURE SWITCH CABLE T.V. TELEPHONE A/C THERMOSTAT EXTERIOR SPOT LIGHT CEILING FAN SMOKE & CO DETECTOR 110 GFCI OUTLET BATH EXHAUST FAN WATER PROOF OUTLET CEILING OUTLET FLOOR OUTLET EXTERIOR SPOT LIGHT W/ MOTION DETECTOR M SOUND SYSTEM 110 QUAD OUTLET J JUNCTION BOX BATH EXAUST FAN W/ LIGHT 110 AFCI OUTLET INTERIOR WALL FIXTURE EXTERIOR WALL FIXTURE 110 OUTLET / USB CHARGERUSB UNDER CABINET LIGHT (RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-11Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 255 of 613 DN 3 3 SD CO/SD 3 TV 3 GFCI GFCI TV SD CO/SD SD TV GFCI GFCI GFCI GFCI GFCI GFCI 3 3 GFCI GFCI GFCI TVTV 2ND FL ELECTRICAL PLAN SCALE 1/4" = 1' TO SWITCH BELOW TO SWITCH BELOW TO SWITCH BELOW TO SWITCH BELOW TO SWITCH BELOW R R RR R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R S GFCI T T WP TV 3 DM CO/SD AFCI R TIMER SWITCH DIMMER SWITCH ELECTRICAL SYMBOLS FLUORESCENT LIGHT DOOR BELL THREE WAY SWITCH RECESSED LIGHT 220 OUTLET 110 OUTLET CEILING FIXTURE SWITCH CABLE T.V. TELEPHONE A/C THERMOSTAT EXTERIOR SPOT LIGHT CEILING FAN SMOKE & CO DETECTOR 110 GFCI OUTLET BATH EXHAUST FAN WATER PROOF OUTLET CEILING OUTLET FLOOR OUTLET EXTERIOR SPOT LIGHT W/ MOTION DETECTOR M SOUND SYSTEM 110 QUAD OUTLET J JUNCTION BOX BATH EXAUST FAN W/ LIGHT 110 AFCI OUTLET INTERIOR WALL FIXTURE EXTERIOR WALL FIXTURE 110 OUTLET / USB CHARGERUSB UNDER CABINET LIGHT (RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-11Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 256 of 613 base base base base base kim STRUCTURAL NOTES: GENERAL NOTES: COORDINATION OF CONSTRUCTION INCLUDING VERIFICATION OF DIMENSIONS, ELEVATIONS, AND FIELD CONDITIONS IS THE RESPONSIBILITY OF THE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR DETAILS AND DIMENSIONS NOT SHOWN. DRAWINGS SHALL NOT BE SCALED. CONTACT THE ENGINEER OR ARCHITECT IF CLARIFICATION OF ANY DIMENSION IS REQUIRED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE PROPER ERECTION PROCEDURES TO ENSURE THE SAFETY OF THE BUILDING AND ITS ALL SHORING, RE-SHORING, BRACING, TIE DOWNS, ETC. COMPONENTS DURING CONSTRUCTION; THIS INCLUDES THE INSTALLATION OF DESIGN LOADS: FLOOR (LIVE LOAD): TYPICAL STAIRWAYS DECKS AND BALCONIES CORRIDORS (MULTI-FAMILY) GARAGE 40 PSF 40 PSF 60 PSF 80 PSF 50 PSF ROOF: TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD BOTTOM CHORD LIVE LOAD BOTTOM CHORD DEAD LOAD ATTIC LIVE LOAD 20 PSF 20 PSF 10 PSF 5 PSF 40 PSF SCREEN ENCLOSURE 14 PSF LATERAL EARTH PRESSURE 45 PSF/FT SEE "WIND LOAD CRITERIA" AT RIGHT INFORMATION PERTAINING TO THE EXISTING CONDITIONS GIVEN ON THESE STRUCTURAL DRAWINGS REPRESENTS TO THE BEST OF OUR KNOWLEDGE THE ACTUAL EXISTING FIELD CONDITIONS. AMERICAN STRUCTURAL ENGINEERING, INC. MAKES NO WARRANTY AS TO THEIR ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING CONDITIONS IMPERATIVE TO THE NEW WORK AND REPORT DISCREPANCIES BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS TO THE ENGINEER FOR REVIEW. SHOP DRAWING REVIEW: IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY FOR THE SAFETY OF THE WORKERS DURING ALL PHASES OF CONSTRUCTION AND FOR ADHERENCE TO ALL APPLICABLE LAWS AND REGULATIONS GOVERNING ON-SITE SAFETY PROCEDURES. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DOCUMENTS ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY COMPLIANCE WITH THE STRUCTURAL DOCUMENTS AS IT PERTAINS TO THE QUANTITY, LENGTH, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT OR ENGINEER FOR REVIEW, OR THE DRAWINGS WILL BE RETURNED UNCHECKED. SHOP DRAWINGS MARKED "REJECTED" OR "AMEND AND RESUBMIT" SHALL BE CORRECTED BY THE SUPPLIER AND RESUBMITTED TO THE ENGINEER OF RECORD FOR ADDITIONAL REVIEW. THE STRUCTURAL DOCUMENTS SHALL SUPERSEDE THE SHOP DRAWINGS IN ALL CASES UNLESS NOTED IN WRITING BY THE ENGINEER OF RECORD. SHOP DRAWINGS- SPECIALTY ENGINEERING: THE FOLLOWING ITEMS REQUIRE FABRICATION AND ERECTION DRAWINGS PREPARED BY A DELEGATED ENGINEER: 1. WOOD TRUSSES 2. PRECAST COMPONENTS (PLANKS, BEAMS, LINTELS, ETC.) SUBMITTALS SHALL IDENTIFY THE PROJECT, APPLICABLE CODES AND THE DESIGN CRITERIA. SUBMITTALS SHALL ALSO SHOW ALL DETAILS AND PLANS NECESSARY FOR PROPER FABRICATION AND INSTALLATION. SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION AND CONTROL OF THE DELEGATED ENGINEER. ENGINEERED SHOP DRAWINGS AND CALCULATIONS REQUIRE THE DATE, SEAL, AND SIGNATURE OF THE DELEGATED ENGINEER. IF COMPUTER GENERATED CALCULATIONS ARE PROVIDED, THEY SHALL BEAR THE SEAL AND SIGNATURE OF THE DELEGATED ENGINEER TO ACKNOWLEDGE ACCEPTANCE AND RESPONSIBILITY FOR THE RESULTS. THE ENGINEER OF RECORD SHALL RETAIN ONE COPY OF THE SHOP DRAWINGS FOR RECORD. DRAWINGS PREPARED SOLELY AS A GUIDE FOR FABRICATION AND ERECTION DO NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER. EXAMPLES OF SUCH DRAWINGS INCLUDE REINFORCING STEEL AND STRUCTURAL STEEL ERECTION DRAWINGS. CATALOG INFORMATION ON STANDARD PRODUCTS DOES NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER. SHOP DRAWING REVIEW BY THE ENGINEER OF RECORD IS LIMITED TO VERIFYING THAT THE DELEGATED ENGINEER HAS UNDERSTOOD THE DESIGN INTENT, AND HAS USED THE CRITERIA SPECIFIED ON THE STRUCTURAL DOCUMENTS IN THE PREPARATION OF THE SHOP DRAWINGS; ALSO THAT THE STRUCTURAL DOCUMENTS. NO DETAILED CHECK OF DIMENSIONS, QUANTITIES CONFIGURATION DEPICTED IN THE SHOP DRAWINGS IS CONSISTENT WITH THE OR CALCULATIONS WILL BE MADE. FORMWORK AND SHORING: FORM WORK SUPPORTING STRUCTURAL CONCRETE (BEAMS, SLABS, ETC.) MAY NOT BE REMOVED UNTIL THE CONCRETE HAS ATTAINED 75% OF THE 28 DAY DESIGN MINIMUM STRENGTH. DETERMINATION OF THE IN PLACE CONCRETE STRENGTH SHALL BE DETERMINED BY LABORATORY TESTING OF CONCRETE CYLINDERS. FORMS SHALL BE CLEAN FROM DEBRIS PRIOR TO PLACEMENT OF CONCRETE. FILL: IF NOT OTHERWISE SPECIFIED, ALL FILL SHALL BE CLEAN COARSE SAND, FREE OF ROOTS AND OTHER DELETERIOUS OR ORGANIC MATERIAL. FILL SHALL BE PLACED IN MAXIMUM 12" LIFTS AND COMPACTED WITH A HEAVY VIBRATORY ROLLER TO A MINIMUM 95% OF MAXIMUM MODIFIED PROCTOR DENSITY IN ACCORDANCE WITH ASTM D1557. IF FILL IS LESS THAN 18" DEEP, DENSITY TESTS SHALL BE PROVIDED FOR THE FULL DEPTH TAKEN AT FINISH GRADE. IF FILL IS GREATER THAN 18" DEEP, DENSITY TESTS SHALL BE PROVIDED FOR EACH 12" LIFT. CONCRETE: ALL CONCRETE SHALL BE PLACED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI-318). THE FOLLOWING MINIMUM DESIGN STRESSES SHALL BE MET: CAST IN PLACE CONCRETE: FOOTINGS COLUMNS/PILASTERS SLAB ON GRADE BEAMS, ELEVATED SLABS GROUTED MASONRY CELLS, OTHER f'c = REINFORCEMENT: TIES, STIRRUPS WELDED WIRE FABRIC ALL OTHER REINFORCEMENT 3000 PSI fy =60,000 PSI fy =60,000 PSI fy =60,000 PSI THE CONCRETE STRESSES LISTED ABOVE ARE BASED ON A 28 DAY COMPRESSIVE STRENGTH AS DETERMINED BY LABORATORY TESTING OF CONCRETE CYLINDERS. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 DEFORMED BARS FREE FROM OIL, SCALE AND RUST. WELDED WIRE FABRIC SHALL BE ASTM A185 IN FLAT MANUFACTURED SHEETS. STRUCTURAL STEEL & EMBEDS: BOLTS, ASTM A325 STEEL PLATES, ASTM A36 Fy =36,000 PSI Fy =36,000 PSI CONCRETE SHALL BE PLACED AND CURED TO ACI STANDARDS AND SPECIFICATIONS. PROPOSED DESIGN MIXES SHALL BE PROVIDED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL. DESIGN MIXES SHALL INCLUDE RECENT FIELD CYLINDERS OR LAB TESTS. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED TO THE TIME OF PLACEMENT IN ITS FINAL POSITION SHALL NOT EXCEED °90 MINUTES.° IF FOR ANY REASON THERE IS A LONGER DELAY, THE CONCRETE SHALL BE DISCARDED. NO WATER SHALL BE ADDED ON SITE. ALL SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTM C309, TYPE 1-D. THE COMPOUND SHALL BE PLACED IMMEDIATELY AFTER FINISHING. CALCIUM CHLORIDES SHALL NOT BE USED. THE CONTRACTOR SHALL CONFIRM THE COMPATIBILITY OF THE CURING COMPOUND WITH FLOOR FINISHES. #14 AND #18 BARS UP THRU #11 BARS SLABS, WALL, JOISTS. WEATHER OR IN CONTACT WITH GROUND: CONCRETE NOT EXPOSED TO EARTH OR #6 THRU #18 BARS CONCRETE EXPOSED TO EARTH OR WEATHER: UP THRU #5 BARS PERMANENTLY EXPOSED TO EARTH CONCRETE CAST AGAINST EARTH AND COLUMNS BEAMS 1 1/2" 1 1/2" 1 1/2" 3/4" 2" 1 1/2" 3" REINFORCING STEEL CLEAR COVER REQUIREMENTS SHALL BE AS FOLLOWS: ALL REINFORCING BARS SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS IN CONCRETE UNLESS NOTED OTHERWISE. ALL WELDED WIRE FABRIC SHALL BE LAPPED A MINIMUM OF ONE SPACE. WELDED WIRE FABRIC SHALL BE SUPPORTED AT A MAXIMUM OF 3 FEET BETWEEN SUPPORTS AND SHALL BE LOCATED IN THE BOTTOM HALF OF THE SLAB, A MINIMUM OF 1 1/2" OFF THE BOTTOM. THE VAPOR BARRIER SHALL BE MIN. 6 MIL AND SHALL BE LAPPED 6". ALL JOINTS MUST BE TAPED. ALL FOOTING DOWELS SHALL MATCH THE SIZE AND SPACING OF THE VERTICAL REINFORCEMENT. TYPICAL #5 DOWELS OR VERT. BARS EMBEDDED INTO THE CONCRETE FOUNDATION SHALL HAVE A 10"-90± BEND UNLESS NOTED OTHERWISE, AND SHALL BE EMBEDDED A MINIMUM OF 7". ALL LONGITUDINAL BARS WITHIN FOOTINGS, WALLS, SLABS, BEAMS, ETC. SHALL BE CONTINUOUS UNLESS NOTED OTHERWISE. ALL REINFORCING BARS SHALL BE TIED IN PLACE WITH THE PROPER COVER PRIOR TO ANY PLACEMENT OF CONCRETE PER ACI-318. "WET STICKING" OF THE REINFORCEMENT AFTER PLACEMENT OF THE CONCRETE WILL NOT BE ALLOWED. ALL STRUCTURAL CONCRETE SHALL BE CONSOLIDATED BY INTERNAL VIBRATION. SHEAR STUDS: CORNER REINFORCEMENT SHALL BE PROVIDED AT ALL INTERSECTIONS OF CONCRETE BEAMS AND FOOTINGS. BARS SHALL BE PLACED AT TOP AND BOTTOM AND SHALL MATCH THE LARGEST TERMINATING REINFORCING BAR. SHEAR STUDS OR HEADED STUDS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE", SECTION 7- STUD WELDING. STUDS SHALL BE TYPE "B" HEADED STUDS HAVING A MINIMUM TENSILE STRENGTH OF 60,000 PSI AND SHALL BE OF LENGTH, DIAMETER AND CONFIGURATION AS SHOWN ON THE STRUCTURAL DOCUMENTS. MASONRY WALLS: ALL MASONRY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ACI-530/ASCE-5/TMS 402, "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES", LATEST EDITION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE SOIL ENGINEER OF RECORD. MASONRY UNITS SHALL MEET ASTM C-90 FOR HOLLOW LOAD BEARING TYPE MASONRY UNIT. MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C-270. ALL MASONRY SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH (f'm) OF 1500 PSI. GROUTED MASONRY CELLS SHALL BE FILLED WITH A GROUT f'c =3000 PSI f'c =3000 PSI f'c =4000 PSI f'c =3000 PSI THAT ACHIEVES A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. ALL REINFORCING BARS SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS IN GROUTED MASONRY UNLESS NOTED OTHERWISE. SEE STRUCTURAL PLANS FOR THE LOCATION OF ALL VERTICAL REINFORCEMENT. HORIZONTAL MASONRY WALL REINFORCING SHALL BE CONTINUOUS STEEL HORIZONTAL REINFORCEMENT, INCLUDING ALL CORNERS AND INTERSECTIONS AND SHALL BE PROVIDED FOR ALL MASONRY WALLS 10'-0" TALL OR GREATER OR WHERE NOTED ON THE PLANS. PROVIDE A 2-WIRE, 9 GAUGE (0.1495") LADDER TYPE HORIZONTAL REINFORCEMENT AT EVERY OTHER COURSE (16" O.C.). SUBMIT PROPOSED GROUT MIX DESIGN TO ENGINEER OF RECORD PRIOR TO USE. USE OF CONCRETE FOR FILLED CELLS IS PROHIBITED. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS TO BE FILLED WITH GROUT IN EXCESS OF 24" HIGH. THE CLEANOUTS SHALL BE SEALED BEFORE GROUTING AND AFTER INSPECTION. CELLS SHALL BE FREE OF DEBRIS, OVERHANGING MORTAR, OR OTHER OBSTRUCTIONS PRIOR TO GROUTING. ALL WALLS SHALL BE CONSTRUCTED WITH RUNNING BOND. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 10'-0". GROUT SHALL BE POURED IN MAXIMUM 4'-0" LIFTS AND SHALL BE CONSOLIDATED BY VIBRATION. EACH SUBSEQUENT LIFT SHALL BE POURED AND VIBRATED BEFORE PLASTICITY IS LOST. IF GROUTING IS STOPPED FOR 60 MINUTES OR GREATER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE BY STOPPING THE GROUT POUR A MINIMUM OF 1 1/2" BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. A MAXIMUM #5 BAR MAY BE PROVIDED WITHIN AN 8" WIDE MASONRY WALL (NOMINAL WIDTH). LARGER BARS WILL NOT BE PERMITTED UNLESS NOTED OTHERWISE. ALL INTERIOR GRADE BEAMS OF A PILE SUPPORTED FOUNDATION MEETING A MASONRY STEM WALL REQUIRE THE MASONRY TO BE BROKEN OUT TO RECEIVE THE BEAM. THE REINFORCEMENT OF THE GRADE BEAM SHALL HOOK INTO THE MASONRY CELL WITH A 6" MINIMUM HOOK. LINTELS: IF PRECAST CONCRETE LINTELS ARE PROVIDED, EACH LINTEL MUST BE A MINIMUM OF 8"X8" WITH (1) #5 BAR TOP AND BOTTOM (8F8-1T/1B) AND SHALL BE FILLED SOLID WITH MINIMUM 3000 PSI GROUT. ALL LINTELS SHALL HAVE MINIMUM 8" BEARING AT EACH END. PRECAST CONCRETE LINTELS MAY NOT BE USED IF ABUTTING A CAST IN PLACE CONCRETE COLUMN. LINTELS MAY NOT BE USED ABOVE OPENINGS GREATER THAN 12'-0". VERTICAL REINFORCEMENT INTERRUPTED BY AN OPENING SHALL BE PROVIDED AT 4'-0" O.C. FROM THE LINTEL TO THE TIE BEAM. ALL VERTICAL BARS MUST HOOK INTO THE LINTEL WITH A MINIMUM 8" HOOK. GROUT THE CELLS CONTAINING VERTICAL STEEL SOLID AS DESCRIBED UNDER "MASONRY WALLS" ABOVE. STRUCTURAL STEEL: ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH AISC "MANUAL OF STEEL CONSTRUCTION" WITH THE FOLLOWING PROPERTIES: TUBE SECTIONS (ASTM A-500, GR. B) WIDE FLANGE BEAMS (GR. 50) CHANNELS, MISC. SHAPES (ASTM A-36) Fy =46,000 PSI Fy =50,000 PSI Fy =36,000 PSI PIPE COLUMNS Fy =36,000 PSI ALL WELDED CONNECTIONS SHALL UTILIZE THE E70xx ELECTRODE. ALL SHOP CONNECTIONS SHALL BE WELDED AND ALL FIELD CONNECTIONS SHALL BE MADE AS SPECIFIED ON THE STRUCTURAL PLANS. IN NO CASE SHALL ANY BOLTS, ASTM A325 Fy =36,000 PSI BOLTED CONNECTION HAVE LESS THAN (2) ROWS OF BOLTS. ALL STRUCTURAL STEEL USED AS AN EXTERIOR APPLICATION (WHETHER WRAPPED WITH A FINISH MATERIAL OR LEFT EXPOSED) SHALL BE HOT- DIPPED GALVANIZED (G90). ALL OTHER STRUCTURAL STEEL SHALL BE SHOP PRIMED WITH RED OXIDE PAINT. FASTENERS AND MECHANICAL CONNECTORS SHALL BE GALVANIZED. STRUCTURES EXPOSED TO WEATHER OR IN EXPOSURE CATEGORY "C" AS DEFINED IN THE FLORIDA BUILDING CODE SHALL HAVE FASTENERS EITHER: (A) - HOT-DIPPED GALVANIZED WITH 1.5 OZ. ZINC PER 1 SQ.FT. (B) - TRIPLE ZINC COATED PER ASTM A90. (C) - STAINLESS STEEL WOOD: STRUCTURAL WOOD COMPONENTS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES AT NORMAL LOAD DURATION UNDER DRY SERVICE OF CONDITION: THE STRUCTURAL WOOD DESIGN SHOWN ON THE DRAWINGS HAS BEEN PERFORMED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NDS), 2012. Fb = Fv = Fc_= E = BEAMS/HEADERS (#2 S.Y.P.): 1100 PSI 90 PSI 480 PSI 1,400,000 PSI Fb = Fv = Fc_= E = LVL'S: 2850 PSI 285 PSI 750 PSI 2,000,000 PSI Fb = Fc = E = 2X4 & 2X6 STUDS (#2 S.Y.P.): 1150 PSI 1500 PSI 1,400,000 PSI Fb = E = 6X6 AND LARGER POST (#2 S.Y.P.): 850 PSI 1,200,000 PSI Fc =525 PSI ALL STRUCTURAL LUMBER SHALL BE #2 SOUTHERN YELLOW PINE (S.Y.P.) OR BETTER UNLESS NOTED OTHERWISE ALL WOOD IN CONTACT WITH CONCRETE OR EARTH, OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED (P.T.) UNLESS AN APPROVED MOISTURE BARRIER IS PROVIDED. ALL WOOD FRAMING WITHIN 8" OF EXPOSED EARTH SHALL BE PRESSURE TREATED (P.T.). THERE SHALL BE A MINIMUM OF 6" BETWEEN ANY WOOD SIDING, WALL SHEATHING OR FRAMING MEMBERS AND EXPOSED EARTH. PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE INSTALLED WITH THE LONG DIMENSION PERPENDICULAR TO THE FRAMING MEMBERS. JOINTS SHALL BE STAGGERED. SEE STRUCTURAL DETAILS ELSEWHERE FOR THE SIZE AND SPACING OF THE REQUIRED PLYWOOD FASTENERS. ROOF SHEATHING MUST BE FASTENED WITH MINIMUM 8d RING SHANK NAILS. ALL SAWN LUMBER SIZES NOTED ON THE STRUCTURAL DRAWINGS ARE NOMINAL SIZES. ALL LVL SIZES NOTED ON THE DRAWINGS ARE ACTUAL INSTALL ALL MECHANICAL CONNECTORS AS SPECIFIED IN THE MANUFACTURER'S CATALOG. CONNECTORS SHALL BE "SIMPSON STRONG TIE" UNLESS NOTED OTHERWISE. DIMENSIONS. SCREWS. THE BUCKING ONLY SHALL BE ATTACHED WITH STAINLESS STEEL (e.g. "TAPCONS"). ALL WINDOW AND DOOR UNITS FASTENED INTO STAINLESS STEEL (304 OR 316) OR CERAMIC COATED MASONRY SCREWS P.T. BUCKING SHALL BE FASTENED TO MASONRY OR CONCRETE WITH3. ADEQUATE BARRIER. COATING MUST BE CERTIFIED BY THE MANUFACTURER AS AN EXPOSURE TO MOISTURE. SUBJECT TO WEATHERING OR WHERE THERE IS A LIKELIHOOD OF PROLONGED LUMBER SHALL BE PROVIDED AT ALL LOCATIONS WHERE LUMBER IS C. B. PAINT ALUMINUM WITH ALKALI RESISTANT BITUMINOUS PAINT. PAINT ALUMINUM WITH ASPHALT PAINT. ALUMINUM FROM THE P.T. (e.g. FELT PAPER). FACTORY POWDER A PHYSICAL BARRIER MAY BE APPLIED TO SEPARATE THEA. BE USED WHEN FASTENING ALUMINUM TO P.T. LUMBER: 1. ALUMINUM: ALUMINUM SHALL NOT COME INTO CONTACT WITH PRESSURE TREATED LUMBER. THIS APPLIES FOR ANY GRADE OF ALUMINUM (STRUCTURAL OR NON-STRUCTURAL). ONE OF THE FOLLOWING METHODS SHALL A.HOT DIPPED GALVANIZED. STAINLESS STEEL (304 OR 316). PAINTED WITH A PROTECTIVE COATING TO PROVIDE A PHYSICAL BARRIER BETWEEN STEEL AND P.T. LUMBER. B. C. LUMBER. STEEL SHALL BE PROTECTED WITH ONE OF THE FOLLOWING: UNPROTECTED STEEL SHALL NOT BE USED WITH PRESSURE TREATED STEEL: 1. PRESSURE TREATED LUMBER. ALL FASTENERS MUST BE LABELED AS APPROVED FOR USE WITH ACQ2. FOOT OF SURFACE AREA TO THE FASTENER. EQUIVALENT METHOD OF APPLYING 1.85 OZ. OF ZINC PER SQUARE D. C. B. "Z-MAX" (G-185) BY "SIMPSON STRONG-TIE CO., INC." OR LUMBER). CERAMIC COATED (COATING APPROVED FOR USE WITH ACQ STAINLESS STEEL (304 OR 316). HOT DIPPED GALVANIZED.A. FOLLOWING: PLY BEAM) OR FASTEN INTO P.T. LUMBER SHALL BE ONE OF THE ALL FASTENERS USED TO JOIN P.T. LUMBER (e.g. BUILT-UP MULTI1. FASTENERS: WHEREVER PRESSURE TREATED LUMBER IS REQUIRED. PRESSURE TREATED QUATERNARY) TREATED LUMBER. THE STRUCTURAL PLANS INDICATE "P.T." THE FOLLOWING REQUIREMENTS APPLY TO ACQ (ALKALINE COPPER P.T. LUMBER REQUIREMENTS: CONDITIONS PRIOR TO CONSTRUCTION AND REPORT ANY ANOMALIES TO THE WIND LOAD: ALL WINDOWS AND DOORS SHALL BE DESIGNED BY THE MANUFACTURER PER THE WIND LOAD CRITERIA SHOWN ON THIS SHEET. CERTIFICATIONS SHALL BE PROVIDED TO THE BUILDING DEPARTMENT FOR VERIFICATION OF COMPLIANCE WITH SECTION 1609.1.2, "PROTECTION OF OPENINGS", OF THE FLORIDA BUILDING CODE 2023, 8th EDITION (BUILDING), ALL GLAZED OPENINGS SHALL HAVE PROTECTION FROM WINDBORNE DEBRIS. PROTECTION OF OPENINGS: CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY FIELD CONDITION WHICH MAY NOT BE IN ACCORDANCE WITH DESIGN CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOB SITE CONSTRUCTION SAFETY. FOR FINISHED FLOOR ELEVATIONS, SLOPES, STEPS AND RECESSES, REFER TO ARCHITECTURAL PLANS. FOR SIZE AND LOCATION OF MECHANICAL SLEEVES AND OPENINGS, REFER TO MECHANICAL AND ARCHITECTURAL PLANS. THE STRUCTURAL SYSTEMS FOR THE ATTACHED DRAWINGS WERE DESIGNED PER THE WIND LOADING PRESENTED IN SECTION 1609 OF THE FLORIDA BUILDING CODE 2023, 8th EDITION (BUILDING) AND GRAVITY LOADING PRESENTED IN SECTION R301 OF THE FLORIDA BUILDING CODE 8th EDITION (RESIDENTIAL) USING THE FOLLOWING SUPERIMPOSED LOADS: PLYWOOD SPECIFIED ON THE STRUCTURAL DRAWINGS SHALL COMPLY WITH ALL PROVISIONS OF CHAPTER 23 OF THE FLORIDA BUILDING CODE, 5th EDITION (BUILDING). BUILDING CODES = FLORIDA BUILDING CODES, BUILDING 8TH EDITION 2023 MECHANICAL CODE = FLORIDA BUILDING CODE, MECHANICAL 2023 PLUMBING CODE = FLORIDA BUILDING CODE, PLUMBING 2023 FUEL GAS CODE = FLORIDA BUILDING CODE, FUEL GAS 2023 ELECTRICAL CODE = 2020 NATIONAL ELECTRIC CODE FFPC = 2020 FLORIDA FIRE PREVENTION CODE ACCESSIBILITY CODE = FLORIDA BUILDING CODE, BUILDING 2023 ENERGY CODE = FLORIDA BUILDING CODE, BUILDING 2023 DESIGN PARAMETERS: APPLICABLE CODES: METHOD OF DESIGN: DESIGN PURSUANT TO FLORIDA BUILDING CODE CHAP. 16, BUILDING 8th EDITION 2023 IMPORTANCE FACTOR: BUILDING CATEGORY I BUILDING CATEGORY IIX BUILDING CATEGORY III BUILDING CATEGORY IV IMPORTANCE FACTOR: GROUP A - ASSEMBLY GROUP B - BUSINESS GROUP D - DAY CARE CENTER GROUP E - EDUCATIONAL GROUP F - FACTORY INDUSTRIAL GROUP M - MERCANTILE GROUP H - HAZARDOUS GROUP I - INSTITUTIONAL GROUP R - RESIDENTIAL GROUP S - STORAGE X BUILDING CONSTRUCTION TYPE: TYPE II-A TYPE I-A TYPE I-B BASIC WIND SPEED: 170 MPH (ULTIMATE) TYPE II-B TYPE III-B TYPE III-A TYPE IV TYPE V-B TYPE V-A X EXPOSURE CATEGORY: A C B D X X WIND-BORNE DEBRIS REGION NO YESX IMPACT RESISTANT GLASSX IMPACT RESISTANT SHUTTERS IMPACT RESISTANT STORM PANELS IMPACT RESISTANT COMBINATION OF GLASS & STORM PANELS INTERNATIONAL PRESSURE COEFFICIENTS: +0.18, -0.18 (ENCLOSED)X 0.00 (OPEN) +0.55, -0.55 (PARTIALLY ENCLOSED) WIND LOADS - COMPONENTS & CLADDING: h 60' Kh (case 2) = Base pressure (qh) = Minimum parapet ht = Roof Angle (0) = Type of roof =Hip 23.7 psf 0.0 ft 26.6 deg 0.62 20.0 ft 7.4 ft 23.7 psf +/- 0.18 a = GCpi = qi = qh = h = GCp +/- Gcpi Surface Pressure (psf) 7 sf 10 sf 100 sf 7 sf 10 sf200 sf 100 sf 200 sf -1.58 -2.18 -2.18 0.88 -1.9 -2.5 -3.1 -3.1 -1.9 -2.18 -2.5 -2.18 -1.58 0.88 -0.98 -1.87 -2.12 -1.41 0.48 -1.8 -1.41 -1.8 -1.5 -1.18 -2 -0.98 -1.18 0.48 -37.4 -51.6 -51.6 20.8 -44.9 -59.1 -73.3 -73.3 -44.9 -51.6 -59.1 -51.6 -37.4 20.8 -23.2 -44.2 -50.1 -33.4 16.0 -42.6 -33.4 -42.6 -35.5 -27.9 -47.3 -23.2 -27.9 16.0 Overhang Zone 2e & 2r Negative Zone 2e & 2r Overhang Zone 3 Negative Zone 3 Negative Zone 1 Positive All Zones Area Roof Overhang Zone 1 Overhang pressures in the table above assume an internal pressure coefficient (Gcpi) of 0.0 GCp +/- Gcpi -24.8 -23.2 -23.2 22.5 -26.5 20.8 Walls -1.10Negative Zone 4 500 sf100 sf 200 sfArea -0.98-1.58 -1.23 1.18 -1.28 1.00 -1.12 -1.05 0.95 -0.98 0.88 Negative Zone 5 Positive Zone 4 & 5 -29.0 27.9 -30.3 -37.4 23.7 -26.1 10 sf Surface Pressure (psf) Overhang pressures in the table above assume an internal pressure coefficient (Gcpi) of 0.0 500 sf100 sf 200 sf10 sf 8'-2 1/16" WOOD HEADER NAILED W/2 ROWS 10d'S AT 6"O.C. 2X SUPPORT CONTINUOUS DOUBLE 2X TOP PLATE OR EQUAL (TYP.) SIMPSON CS16 TYPICAL WOOD HEADER DETAIL N.T.S. ROOF TRUSS (BY OTHERS) SIMPSON MTS16 FOR UPLIFTS UP TO 1000 LBS. SIMPSON HTS20 FOR UPLIFTS UP TO 1450 LBS. SIMPSON SPH4 OR SPH6 AT EA. STUD (2) 2X NAILED W/2 ROWS 10d NAILS AT 6" O.C. - CONTIN. TO TOP PLATE PROVIDE SIMPSON HTT4 (COL. TO SLAB OR TIE BM.) WINDOW/DOOR (BY OTHERS) 2X FRAMING AT 16" O.C. SIMPSON MSTA24 EACH FACE OR EQUAL (TYP.) SIMPSON CS1616d NAILS AS SHOWN 8'-0" (MAX.)(RUBEN LEON DESIGNS, LLC) THESE DOCUMENTS ARE THE PROPERTY OF RUBEN LEON DESIGNS LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT.Custom Drafting & DesignPhone (239) 825-3585Ruben Leon Designs, LLCR. LEON Revision Dates: Aproval Date: Owners Aproval: Date: Drawn by: Job # 24-147 1074 Hollygate LaneMay 8, 2024 A-12Naples, FLJan 8, 2025 Jan 24, 2025 March 11, 2025 March 20, 2025 Page 257 of 613 Page 258 of 613 4/3/25, 10:19 AMLuxRe Construction Mail - PRFH20250205186 - Porch and Parking area Page 1 of 6https://mail.google.com/mail/u/0/?ik=b7dfb921d0&view=pt&search=…impl=msg-f:1828232626290098644&simpl=msg-a:r6628583221346274551 Anthony Lober <anthony@buildluxre.com> PRFH20250205186 - Porch and Parking area 14 messages Anthony Lober <anthony@buildluxre.com>Fri, Mar 21, 2025 at 11:07 AM To: Stefanie.Nawrocki@colliercountyfl.gov Good morning! Thank you for calling me yesterday! I really do appreciate it. Attached is the site plan I was referring to. Let me know if this will work for you and if it does I will upload it. Also, it looks like Ray Bellows told us to design this based on RSF-5 or 6 zoning. I have that screenshot attached. That would put the rear setback at 20', so the pool bath is fine where it is at. I also looked up the definition of Porch everywhere I could find one including the LDC. Every definition describes an attached covered structure to a house. I also attached my email convo with Collier County for the covered porch on 1060 Hollygate Lane. Hope this helps and please let me know if you have any questions! -- LUXRE Construction Anthony Lober 239-300-5837 878 Neapolitan Way Naples, FL 34103 5 attachments Screen Shot 2025-03-21 at 10.38.53 AM.png 320K Screen Shot 2025-03-21 at 10.34.39 AM.png 128K Screen Shot 2025-03-21 at 10.42.10 AM.png 372K 1074 Alt Site Plan.pdf 848K 1060 Zoning Accessory Set Backs.pdf 293K Stefanie Nawrocki <Stefanie.Nawrocki@colliercountyfl.gov>Mon, Mar 24, 2025 at 11:56 AM To: Anthony Lober <anthony@buildluxre.com> Good morning Anthony: Please see the marked up screenshot below for an example of how to cut the front yard parking/driveway area down closer to the 40%. Page 259 of 613 4/3/25, 10:19 AMLuxRe Construction Mail - PRFH20250205186 - Porch and Parking area Page 2 of 6https://mail.google.com/mail/u/0/?ik=b7dfb921d0&view=pt&search=…impl=msg-f:1828232626290098644&simpl=msg-a:r6628583221346274551 The code limits both the driveway/ parking area to 40% of the front yard since the driveway is considered parking area. Please also submit the email determination on your resubmittal from Ray Bellows that these lots qualify to utilize the RMF-5 standards as non- conforming lots of record. Stefanie Nawrocki Planner II Development Review Stefanie.Nawrocki@colliercountyfl.gov From: Anthony Lober <anthony@buildluxre.com> Sent: Friday, March 21, 2025 11:07 AM To: Stefanie Nawrocki <Stefanie.Nawrocki@colliercountyfl.gov> Subject: PRFH20250205186 - Porch and Parking area Page 260 of 613 4/3/25, 10:19 AMLuxRe Construction Mail - PRFH20250205186 - Porch and Parking area Page 3 of 6https://mail.google.com/mail/u/0/?ik=b7dfb921d0&view=pt&search=…impl=msg-f:1828232626290098644&simpl=msg-a:r6628583221346274551 EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. [Quoted text hidden] Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. Anthony Lober <anthony@buildluxre.com>Mon, Mar 24, 2025 at 1:00 PM To: Stefanie Nawrocki <Stefanie.Nawrocki@colliercountyfl.gov> Thank you Stefanie for the example driveway. I will have this adjusted immediately. - Designated walkways do not count as parking areas, right? I attached the email thread where Ray Bellows said we should follow the RSF-5 or 6 zoning for this job. Did you want me to attach it anywhere else? [Quoted text hidden] 1074 Zoning Ray Bellows Email.pdf 216K Stefanie Nawrocki <Stefanie.Nawrocki@colliercountyfl.gov>Mon, Mar 24, 2025 at 3:11 PM To: Anthony Lober <anthony@buildluxre.com> Hello: That is correct, areas designed as walkways would not be counted. The email from Ray Bellows will need to be attached as part of your corrections as a Misc. document when you resubmit. I have not heard back from management yet on an answer about the summer kitchen area. [Quoted text hidden] Anthony Lober <anthony@buildluxre.com>Thu, Mar 27, 2025 at 4:13 PM To: Stefanie Nawrocki <Stefanie.Nawrocki@colliercountyfl.gov> Good afternoon! I let you a voicemail this morning. I was wondering if there is any progress on this project? LUXRE Construction Anthony Lober 239-300-5837 878 Neapolitan Way Naples, FL 34103 [Quoted text hidden] Stefanie Nawrocki <Stefanie.Nawrocki@colliercountyfl.gov>Thu, Mar 27, 2025 at 4:30 PM To: Anthony Lober <anthony@buildluxre.com> Good afternoon: Page 261 of 613 4/3/25, 10:19 AMLuxRe Construction Mail - PRFH20250205186 - Porch and Parking area Page 4 of 6https://mail.google.com/mail/u/0/?ik=b7dfb921d0&view=pt&search=…impl=msg-f:1828232626290098644&simpl=msg-a:r6628583221346274551 I am still waiting a response back from Ray on the accessory structure clariﬁcation and I forwarded the email with the driveway to my supervisor, Lisa yesterday. [Quoted text hidden] Anthony Lober <anthony@buildluxre.com>Thu, Mar 27, 2025 at 4:32 PM To: Stefanie Nawrocki <Stefanie.Nawrocki@colliercountyfl.gov> Is there anything I can do to help expedite? It’s been over a week since you sent that to Ray I believe. I just don’t want this to take longer than necessary. LUXRE Construction Anthony Lober 239-300-5837 878 Neapolitan Way Naples, FL 34103 [Quoted text hidden] Stefanie Nawrocki <Stefanie.Nawrocki@colliercountyfl.gov>Mon, Mar 31, 2025 at 9:21 AM To: Anthony Lober <anthony@buildluxre.com> Good morning: Both the driveway and the accessory structure issues my supervisor has a meeting setup with the Zoning Director Mike Bosi for tomorrow (Tuesday). [Quoted text hidden] Anthony Lober <anthony@buildluxre.com>Mon, Mar 31, 2025 at 10:06 AM To: Stefanie Nawrocki <Stefanie.Nawrocki@colliercountyfl.gov> Great! Is this something I can be a part of? LUXRE Construction Anthony Lober 239-300-5837 878 Neapolitan Way Naples, FL 34103 [Quoted text hidden] Stefanie Nawrocki <Stefanie.Nawrocki@colliercountyfl.gov>Mon, Mar 31, 2025 at 12:10 PM To: Anthony Lober <anthony@buildluxre.com> It is not a set time meeting. He just told us he had some time tomorrow. [Quoted text hidden] Anthony Lober <anthony@buildluxre.com>Mon, Mar 31, 2025 at 12:33 PM To: Stefanie Nawrocki <Stefanie.Nawrocki@colliercountyfl.gov> I would really like to be part of this meeting. I have experienced a level of group think at the county several times and an outside perspective has helped a lot with things such as this. [Quoted text hidden] Page 262 of 613 4/3/25, 10:19 AMLuxRe Construction Mail - PRFH20250205186 - Porch and Parking area Page 5 of 6https://mail.google.com/mail/u/0/?ik=b7dfb921d0&view=pt&search=…impl=msg-f:1828232626290098644&simpl=msg-a:r6628583221346274551 Anthony Lober <anthony@buildluxre.com>Tue, Apr 1, 2025 at 12:16 PM To: Stefanie Nawrocki <Stefanie.Nawrocki@colliercountyfl.gov> Hi! Just wanted to check in LUXRE Construction Anthony Lober 239-300-5837 878 Neapolitan Way Naples, FL 34103 [Quoted text hidden] Lisa Blacklidge <Lisa.Blacklidge@colliercountyfl.gov>Tue, Apr 1, 2025 at 4:14 PM To: Anthony Lober <anthony@buildluxre.com> Cc: Stefanie Nawrocki <Stefanie.Nawrocki@colliercountyfl.gov> Anthony - I was able to speak to the Zoning Division director regarding the porch setbacks and Parking Area calculations. Accessory structure setbacks: The table provides for a 10-foot rear setback for an attached porch, I wouldn’t parse the method of construction for how the porch is constructed. Driveway & Designated Parking Area: The 40% rule is calculated that off the entire driveway, as there are no true parking non-parking areas of a driveway, and the regulations were intended to limit impervious in a front yard, not debate where a car can be parked on a driveway. Lisa Blacklidge CFM Manager - Planning Development Review Office:239-252-2758 2800 North Horseshoe Drive Naples, FL 34104 Lisa.Blacklidge@colliercountyfl.gov [Quoted text hidden] Anthony Lober <anthony@buildluxre.com>Wed, Apr 2, 2025 at 9:13 AM To: Lisa Blacklidge <Lisa.Blacklidge@colliercountyfl.gov> Cc: Stefanie Nawrocki <Stefanie.Nawrocki@colliercountyfl.gov> Good morning! - So we are good to go with the porch on this plan? - Can we have a conversation about the driveway? I think it would save a lot of time. - Until we have this convo.... Lets say it is to limit the impervious area of the driveway. If we put a pervious driveway in can we have more square Page 263 of 613 3/24/25, 12:49 PMLuxRe Construction Mail - FW: 1074 Hollygate Ln RE: Certified Site Plan Page 1 of 10https://mail.google.com/mail/u/0/?ik=b7dfb921d0&view=pt&search=…impl=msg-f:1823977241308212245&simpl=msg-a:r6697213003596323822 Anthony Lober <anthony@buildluxre.com> FW: 1074 Hollygate Ln RE: Certified Site Plan 20 messages Karla Payes <karla@sfdesigninc.com>Thu, Jun 27, 2024 at 2:47 PM To: Anthony Lober <anthonylober@gmail.com> Cc: Greg Weber <greg@sfdesigninc.com> Hi Anthony, I researched the lot requirements and have conﬁrmation from Collier County that the setbacks are correct per the RSF-5 guidelines due to the lot width not meeting the minimum requirement of 70’ of the RSF-4 zoning district. Please see email correspondence below with Ray Bellows, Zoning Manager. The footprint should be acceptable as is, unless the county has changes it’s interpretation of the LDC referenced by Ray. Thank you, Karla Payés South Florida Design | Houseplans 8899 Timberwilde Drive, Suite 2 Bonita Springs, FL 34135 Phone: 239-431-1818 Mobile: 916-276-2781 SFD: www.SFDesigninc.com From: Ray Bellows <Ray.Bellows@colliercountyfl.gov> Page 264 of 613 3/24/25, 12:49 PMLuxRe Construction Mail - FW: 1074 Hollygate Ln RE: Certified Site Plan Page 2 of 10https://mail.google.com/mail/u/0/?ik=b7dfb921d0&view=pt&search=…impl=msg-f:1823977241308212245&simpl=msg-a:r6697213003596323822 Sent: Thursday, October 19, 2023 3:55 PM To: Karla Payes <karla@sfdesigninc.com> Subject: RE: 1074 Hollygate Ln Good afternoon, Section 9.03.03.A.1 of the LDC (see below) permits a pre-existing nonconforming lot of record to utilize the minimum yard requirements of the most similar district. In this case sophospsmartbannerend Good afternoon, Section 9.03.03.A.1 of the LDC (see below) permits a pre-existing nonconforming lot of record to utilize the minimum yard requirements of the most similar district. In this case, the RSF-5 district is most similar in lot width so you would use those development standards. 1. Except as provided herein, the minimum yard requirements in any residential district except RMF-6 shall be as for the most similar district to which such lot of record most closely conforms in area, width and permitted use, except that, when possible, the greater of any yard requirement in either district shall apply, and except when specifically provided for in the district regulations. Respectfully, Ray Raymond V. Bellows, Zoning Manager Zoning Division - Zoning Services Section Growth Management Department Telephone: 239.252.2463; Fax: 239.252.6350 Exceeding expectations, every day! Tell us how we are doing by taking our Zoning Division Survey at https://goo.gl/eXjvqT. From: Karla Payes <karla@sfdesigninc.com> Sent: Thursday, October 19, 2023 3:27 PM To: Ray Bellows <Ray.Bellows@colliercountyfl.gov> Page 265 of 613 3/24/25, 12:49 PMLuxRe Construction Mail - FW: 1074 Hollygate Ln RE: Certified Site Plan Page 3 of 10https://mail.google.com/mail/u/0/?ik=b7dfb921d0&view=pt&search=…impl=msg-f:1823977241308212245&simpl=msg-a:r6697213003596323822 Subject: 1074 Hollygate Ln EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Good afternoon Ray, We are designing a single-family residence at the subject address. I’ve searched for the RFS-4 requirements and found that the minimum lot width should be 70’ for interior lot. This one is at 60’. Should I still follow the RSF-4 or would I follow RSF-5? Lot size complies with RSF-4 at 8,100 sq. ft. Please see attached survey for reference. Thank you for the assistance, Karla Payés South Florida Design | Houseplans 8899 Timberwilde Drive, Suite 2 Bonita Springs, FL 34135 Phone: 239-431-1818 Mobile: 916-276-2781 SFD: www.SFDesigninc.com Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. oledata.mso Page 266 of 613 PRFH2025020518601 INSPECTION JOB CARD To schedule inspections call 239-252-3726 or visit https://cvportal.colliercountyfl.gov/cityviewweb SETBACKS: FRONT:25'REAR:20' (RSF- 5) LEFT:7.5 RIGHT:7.5'SPECIAL:FLOOD ZONE: FZX500 INSPECTION OUTCOME COMMENTS 108 - Framing All rough trade inspections must be passed prior to scheduling. 109 - Insulation 115 - Building Final 131 - Tenant Sep/ Rated Drywall 134 - Roofing Final 136 - Impact Glass 154 - Soffit Coverings In progress Please do NOT complete Soffit installation prior to inspection. 203 - Sewer Tap 204 - Plumbing Final 301 - A/C Final 502 - Electrical Final 509 - TV/Telephone Final 801 - Site Drainage This Property is located in a Subdivision with a Master Drainage System SFWMD Permit number: 11-100238-P 802 - Landscaping 810 - Exotic Vegetation Removal OPEN CONDITIONS Condition Type:Condition Description: CO Hold Right of way permit must be issued before issuance of this permit. Please upload issued ROW permit to the portal. Informational - All Auxiliary Permits must obtain Certificate of Completions (C.C.) - Satisfy all Required Conditions, including but not limited to approval of uploaded documents. - Payment of All Outstanding Fees Informational Use the form located at https://www.colliercountyfl.gov/home/showdocument?id=105797&t=638403984984558370 to request Permit extensions, cancellations, and changes/withdrawals of Contractors, Subcontractors and Qualifiers. Instructions are provided with the form. Right-of-Way (ROW) and Well permits may only use this process for Page 267 of 613 PRFH2025020518601 cancellations. Change/withdrawal of contractor does not apply to self-issued permits. Contact Building Permit Resolution Services at 239-252-2493 for assistance completing the form. Submit the form by clicking the Browse button below. Informational BDT ? Blower Door Test will be uploadable after the PASS of the 109 insulation inspection. Informational Energy Calculation Summary Sheet will be uploadable after the PASS of the 109 insulation inspection. Informational FEMA - All equipment must be above flood plus one foot. Any materials used below flood level must comply with FEMA regulations NOTE: If you are unable to schedule your inspection, please contact the inspection desk at 252-2400. NOISE ORDINANCE: Collier County Codes of Laws and Ordinances 54-92(f) Construction Sound. NOISE LIMITATIONS are in effect at all times. Work permitted, RESIDENTIAL Areas – 6:30 AM to 7:00 PM Monday thru Saturday; NON-RESIDENTIAL Areas (more than 500 feet from Residential Area) 6:00AM to 8:00PM Monday thru Saturday. No Work on Sundays or Holidays. RADIOS, LOUDSPEAKERS, ETC. – Must not disturb peace, quiet and comfort of neighboring inhabitants. FREE CABLE LOCATIONS – Call 48 Hours prior to digging/FPL 434-1222/UTS 1-800-542-0088/PalmerCATV 783-0638 and all other applicable utilities. Per currently adopted building code ordinance, as it may be amended, all work must comply with all applicable laws, codes, ordinances, and any additional stipulations or conditions of this permit. This permit expires if work authorized by the permit is not commenced within six (6) months from the date of issuance of the permit. Additional fees for failing to obtain permits prior to the commencement of construction may be imposed. Permittee(s) further understands that any contractor that may be employed must be a licensed contractor and that the structure must not be used or occupied until a Certificate of Occupancy is issued. NOTICE: PRIOR TO THE REMOVAL OF ASBESTOS PRODUCTS OR THE DEMOLITION OF A STRUCTURE, FEDERAL AND STATE LAWS REQUIRE THE PERMITTEE (EITHER THE OWNER OR CONTRACTOR) TO SUBMIT A NOTICE OF THE INTENDED WORK TO THE STATE DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). FOR MORE INFORMATION, CONTACT DEP AT (239) 344-5600. NOTICE: In addition to the conditions of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Page 268 of 613 Building Plan Review & Inspection Division CERTIFICATE OF OCCUPANCY The described portion of the structure has been inspected for compliance with the requirements of the FBC 7th Edition 2020 for the occupancy and division of occupancy and the use for which the proposed occupancy is classified.For buildings and structures in flood hazard areas, documentation of the as-built lowest floor elevation has been provided and is retained in the records of the authority having jurisdiction. Note: A new certificate is required if the use of the building or premises is changed, or if alterations are made to the building or property described. A new certificate voids any certificate or prior date. Page 1 of 1 This Certificate is issued pursuant to the requirements of the Florida Building Code, certifying that at the time of issuance this structure was in compliance with the various ordinances of the County regulating building construction for use for the following: Permit Number: PRFH20220312746 Date Issued: September 25, 2023 Permitted Address: 1060 Hollygate LN, Naples Parcel: 64410720000 Owner Information:1060 HOLLYGATE LN LLC 5130 ALPHA CT NAPLES, FL 34105 Use & Occupancy: R-3 Design Occupant Load: Construction Type: Type VB (Unprotected)Automatic Sprinkler System: Building Official: Fred Clum Number of Electrical Meters: 1 Job Description: NEW 2 STORY SINGLE FAMILY RESIDENCE. 4 BED/5BATH. (DEMO PRBD20201252574) 1060 Hollygate LN LOT 21 REV01- PLEASE SEE THE ATTACHED TERMITE TREATMENT AGREEMENT AS REQUESTED TO RESOLVE THE 103 FLOATING SLAB INSPECTION. Page 269 of 613 PRFH2022031274601 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS PERMIT PERMIT #: PRFH2022031274601 PERMIT TYPE: Building DATE ISSUED: August 12, 2022 BUILDING CODE IN EFFECT: FBC 7th Edition 2020 JOB ADDRESS: 1060 Hollygate LN, Naples FOLIO #: 64410720000 JOB DESCRIPTION: NEW 2 STORY SINGLE FAMILY RESIDENCE. 4 BED/5BATH. (DEMO PRBD20201252574) REV01- PLEASE SEE THE ATTACHED TERMITE TREATMENT AGREEMENT AS REQUESTED TO RESOLVE THE 103 FLOATING SLAB INSPECTION. 1060 Hollygate LN LOT 21 OWNER INFORMATION: 1060 HOLLYGATE LN LLC 5130 ALPHA CT NAPLES, FL 34105 AREA OF WORK (SQFT): 5586 SETBACKS: FRONT: 25' REAR: 25' / 10' ACC LEFT: 7.5' RIGHT: 7.5' FLOOD ZONE: AH SEWER: Sewer WATER: Existing CONTRACTOR INFORMATION:CERTIFICATE #: CANA HOMES LLC 5130 ALPHA CT NAPLES, FL 34105 (239) 300-5837 LCC20210000021 SUB CONTRACTOR INFORMATION: MVP POWER SERVICES INC 2121 SE 5TH ST CAPE CORAL, FL 33990 (239) 834-7468 PERFORMANCE AIR OF SOUTHWEST FLORIDA, INC. 5577 6TH ST WEST LEHIGH ACRES, FL 33971 (239) 334-0337 PREMIER PLUMBING PATROL LLC (DBA) PREMIER PLUMBING PATROL 1624 NW 37TH AVE CAPE CORAL, FL 33993 (239) 888-0247 TOP HAT ROOFING LLC 27421 RICHVIEW CT BONITA SPRINGS, FL 34135 (239) 310-0853 Page 270 of 613 PRFH2022031274601 INSPECTION JOB CARD To schedule inspections call 239-252-3726 or visit https://cvportal.colliercountyfl.gov/cityviewweb SETBACKS: FRONT:25'REAR:25' / 10' ACC LEFT:7.5'RIGHT:7.5'SPECIAL:FLOOD ZONE: FZAH INSPECTION OUTCOME COMMENTS 103 - Floating Slab 108 - Framing 109 - Insulation 115 - Building Final 131 - Tenant Sep/ Rated Drywall garage type x ceiling 134 - Roofing Final 136 - Impact Glass 139 - Termite Baiting Inspection 153 - Shearwall/Stucco Lath 154 - Soffit Coverings In progress Please do NOT complete Soffit installation prior to inspection. 201 - Plumbing Rough-in 202 - Plumbing Stack 203 - Sewer Tap 204 - Plumbing Final 300 - A/C Rough 301 - A/C Final 500 - T-Pole 501 - Electrical Rough 502 - Electrical Final 505 - Temporary Power Residential 508 - TV/Telephone Rough 509 - TV/Telephone Final 801 - Site Drainage 802 - Landscaping Page 271 of 613 PRFH2022031274601 810 - Exotic Vegetation Removal OPEN CONDITIONS Condition Type:Condition Description: Informational NOTICE OF CLEARING RESTRICTIONS: The issuance of a building permit for a single-family dwelling allows up to one (1) acre of native vegetation to be cleared. Clearing more than one (1) acre may be allowed for accessory structures and requires a separate Vegetation Removal Permit. Properties located in the following zoning district overlays may not be allowed to clear one (1) acre: Rural Fringe Mixed Use District (RFMU), Big Cypress Area of Concern (ACSC), and Special Treatment Overlay (ST). There may be additional restrictions related to clearing native vegetation and impacts to wetlands or protected species found on the property. State and Federal agency permits may be required. Contact the Growth Management Department?s Environmental Services at (239) 252-2400 for additional information. Informational Expired permit(s) have been identified with this address. An expired permit(s) may impact your ability to apply for a permit(s) at a future date and/or impact the sale of your property. CO Hold Waiting for Blower Door Test documentation. Upload to the condition on the portal. Per plans not greater than 6.0 ACH50 CO Hold Waiting for Final Energy Calc Summary Sheet. Upload to the condition on the portal. CO Hold Summer Kitchen setback requirement is 10' estradamaria 08/03/2022 8:54 AM CO Hold Soil Compaction Test. Upload to the condition on the portal. Informational Summer Living area; would not meet setbacks if enclosed for living area in the future. Concrete 10x11 in reaer corner of property on survey will not meet setbacks for any type of accessory structure. CO Hold Any required County impact fees will be due prior to issuance of a temporary or final Certificate of Occupancy CO Hold CO hold added per Denise/City of Naples. "Can you please place a HOLD on this permit for Utility Availability Letter. This will require a meter upgrade and backflow preventer." NOTE: If you are unable to schedule your inspection, please contact the inspection desk at 252-2400. NOISE ORDINANCE: Collier County Codes of Laws and Ordinances 54-92(f) Construction Sound. NOISE LIMITATIONS are in effect at all times. Work permitted, RESIDENTIAL Areas – 6:30 AM to 7:00 PM Monday thru Saturday; NON-RESIDENTIAL Areas (more than 500 feet from Residential Area) 6:00AM to 8:00PM Monday thru Saturday. No Work on Sundays or Holidays. RADIOS, LOUDSPEAKERS, ETC. – Must not disturb peace, quiet and comfort of neighboring inhabitants. FREE CABLE LOCATIONS – Call 48 Hours prior to digging/FPL 434-1222/UTS 1-800-542-0088/PalmerCATV 783-0638 and all other applicable utilities. Per currently adopted building code ordinance, as it may be amended, all work must comply with all applicable laws, codes, ordinances, and any additional stipulations or conditions of this permit. This permit expires if work authorized by the permit is not commenced within six (6) months from the date of issuance of the permit. Additional fees for failing to obtain permits prior to the commencement of construction may be imposed. Permittee(s) further understands that any contractor that may be employed must be a licensed contractor and that the structure must not be used or occupied until a Certificate of Occupancy is issued. NOTICE: PRIOR TO THE REMOVAL OF ASBESTOS PRODUCTS OR THE DEMOLITION OF A STRUCTURE, FEDERAL Page 272 of 613 PRFH2022031274601 AND STATE LAWS REQUIRE THE PERMITTEE (EITHER THE OWNER OR CONTRACTOR) TO SUBMIT A NOTICE OF THE INTENDED WORK TO THE STATE DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). FOR MORE INFORMATION, CONTACT DEP AT (239) 344-5600. NOTICE: In addition to the conditions of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Page 273 of 613 Approval of Construction Documents Building Plan Review & Inspection 2800 N. Horseshoe Dr, Naples, FL 34104 239-252-2400 Residential Permits These electronic documents have been reviewed for Code Compliance by the Building Plan Review & Inspection Division of the Collier County Growth Management Department. The documents are available for download from the GMD Public Portal. These specific documents, listed as “Approved Plans (PR)” on the Portal, must be available for Inspectors to review on the job site in either electronic or paper form as the approved version in accordance with the Florida Building Code Section 107.3.1. Other supporting documents may be required on site as needed to meet code requirements. Permit Number: PRFH2022031274601 Job Site Address: 1060 Hollygate LN, Naples Permit Description: NEW 2 STORY SINGLE FAMILY RESIDENCE. 4 BED/5BATH. (DEMO PRBD20201252574) REV01- PLEASE SEE THE ATTACHED TERMITE TREATMENT AGREEMENT AS REQUESTED TO RESOLVE THE 103 FLOATING SLAB INSPECTION. 1060 Hollygate LN LOT 21 Permit Issuance Date: 08/12/2022 Document List: Portal File Type Portal File Name 1.Approved Plans (PR)Product Index Sheet (LOBER - FLProductApprovalNOAIndexS.pdf) 2.Approved Plans (PR)AC Energy and Load Calculations (4176 - LH - 1060 Hollygate Ln E-Calcs Full Set Signed 3_23_2022 - Prepared (Received).pdf) 3.Approved Plans (PR)Sub 2 NEW Specialty Engineering and Specification Sheets (SEALED_420969_Loper_1060 Hollygate Lane_FLOORS_071222.pdf) 4.Approved Plans (PR)Sub 2 NEW Specialty Engineering and Specification Sheets (SEALED_420969_Loper_1060 Hollygate Lane_ROOF_071222.pdf) 5.Approved Plans (PR)Specialty Engineering and Specification Sheets (420969_Loper_1060 Hollygate Lane_LAYOUT - Prepared.pdf) 6.Approved Plans (PR)Product Index Sheet (REVISED LOBER INDEX SHEET - Prepared.pdf) 7.Approved Plans (PR)Construction Plans (220 LOBER cor es - Prepared.pdf) 8.Approved Plans (PR)20220312746.xls Page 274 of 613 Approval of Construction Documents Building Plan Review & Inspection 2800 N. Horseshoe Dr, Naples, FL 34104 239-252-2400 Residential Permits 9.Approved Plans (PR)Approved Construction Documents Residential 10.Approved Plans (PR)Revision Documents (CANA HOMES AGREEMENT.pdf) Page 275 of 613 PRFH2022031274601 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS PERMIT PERMIT #: PRFH2022031274601 PERMIT TYPE: Building DATE ISSUED: August 12, 2022 BUILDING CODE IN EFFECT: FBC 7th Edition 2020 JOB ADDRESS: 1060 Hollygate LN, Naples, Single Family FOLIO #: JOB DESCRIPTION: NEW 2 STORY SINGLE FAMILY RESIDENCE. 4 BED/5BATH. (DEMO PRBD20201252574) 1060 Hollygate LN LOT 21 OWNER INFORMATION: 1060 HOLLYGATE LN LLC 5130 ALPHA CT NAPLES, FL 34105 AREA OF WORK (SQFT): 5586 SETBACKS: FRONT: 25' REAR: 25' / 10' ACC LEFT: 7.5' RIGHT: 7.5' FLOOD ZONE: AH SEWER: Sewer WATER: Existing CONTRACTOR INFORMATION:CERTIFICATE #: CANA HOMES LLC 5130 ALPHA CT NAPLES, FL 34105 (239) 300-5837 LCC20210000021 Page 276 of 613 PRFH2022031274601 INSPECTION JOB CARD To schedule inspections call 239-252-3726 or visit https://cvportal.colliercountyfl.gov/cityviewweb SETBACKS: FRONT:25'REAR:25' / 10' ACC LEFT:7.5'RIGHT:7.5'SPECIAL:FLOOD ZONE: FZAH INSPECTION OUTCOME COMMENTS 100 - Footings To include the utility footing rebar (UFR) 103 - Floating Slab 104 - Tie Beam 107 - Truss/Sheathing/Bucks 108 - Framing 109 - Insulation 111 - Dry-in/Flashing 115 - Building Final 119 - Fill Cells 131 - Tenant Sep/ Rated Drywall garage type x ceiling 134 - Roofing Final 136 - Impact Glass 151 - Shearwall/Nailing 152 - Shearwall/Water Barrier 153 - Shearwall/Stucco Lath 154 - Soffit Coverings In progress Please do NOT complete Soffit installation prior to inspection. 200 - Plumbing Underground 201 - Plumbing Rough-in 202 - Plumbing Stack 203 - Sewer Tap 204 - Plumbing Final 300 - A/C Rough 301 - A/C Final Page 277 of 613 PRFH2022031274601 501 - Electrical Rough 502 - Electrical Final 505 - Temporary Power Residential 508 - TV/Telephone Rough 509 - TV/Telephone Final 801 - Site Drainage 802 - Landscaping 810 - Exotic Vegetation Removal 814 - Erosion/Silt The 814 - Erosion/Silt must be passed before any other inspections are scheduled. OPEN CONDITIONS Condition Type:Condition Description: Informational NOTICE OF CLEARING RESTRICTIONS: The issuance of a building permit for a single-family dwelling allows up to one (1) acre of native vegetation to be cleared. Clearing more than one (1) acre may be allowed for accessory structures and requires a separate Vegetation Removal Permit. Properties located in the following zoning district overlays may not be allowed to clear one (1) acre: Rural Fringe Mixed Use District (RFMU), Big Cypress Area of Concern (ACSC), and Special Treatment Overlay (ST). There may be additional restrictions related to clearing native vegetation and impacts to wetlands or protected species found on the property. State and Federal agency permits may be required. Contact the Growth Management Department?s Environmental Services at (239) 252-2400 for additional information. Informational Expired permit(s) have been identified with this address. An expired permit(s) may impact your ability to apply for a permit(s) at a future date and/or impact the sale of your property. Inspection Hold Notice of Commencement: Upload to the condition on the portal. CO Hold Waiting for Blower Door Test documentation. Upload to the condition on the portal. Per plans not greater than 6.0 ACH50 CO Hold Waiting for Final Energy Calc Summary Sheet. Send document to EnergyCalc@CollierCountyFl.gov and include your permit number in the emails subject line. CO Hold Summer Kitchen setback requirement is 10' estradamaria 08/03/2022 8:54 AM CO Hold Soil Compaction Test. Upload to the condition on the portal. Informational Summer Living area; would not meet setbacks if enclosed for living area in the future. Concrete 10x11 in reaer corner of property on survey will not meet setbacks for any type of accessory structure. CO Hold Any required County impact fees will be due prior to issuance of a temporary or final Certificate of Occupancy Inspection Hold Sub Contractor (Electrical) Upload to the condition on portal. Inspection Hold Sub Contractor (Roofing) Upload to the condition on portal. Page 278 of 613 PRFH2022031274601 Inspection Hold Sub Contractor (Plumbing) Upload to the condition on portal. Inspection Hold Sub Contractor (Mechanical) Upload to the condition on portal. NOTE: If you are unable to schedule your inspection, please contact the inspection desk at 252-2400. NOISE ORDINANCE: Collier County Codes of Laws and Ordinances 54-92(f) Construction Sound. NOISE LIMITATIONS are in effect at all times. Work permitted, RESIDENTIAL Areas – 6:30 AM to 7:00 PM Monday thru Saturday; NON-RESIDENTIAL Areas (more than 500 feet from Residential Area) 6:00AM to 8:00PM Monday thru Saturday. No Work on Sundays or Holidays. RADIOS, LOUDSPEAKERS, ETC. – Must not disturb peace, quiet and comfort of neighboring inhabitants. FREE CABLE LOCATIONS – Call 48 Hours prior to digging/FPL 434-1222/UTS 1-800-542-0088/PalmerCATV 783-0638 and all other applicable utilities. Per currently adopted building code ordinance, as it may be amended, all work must comply with all applicable laws, codes, ordinances, and any additional stipulations or conditions of this permit. This permit expires if work authorized by the permit is not commenced within six (6) months from the date of issuance of the permit. Additional fees for failing to obtain permits prior to the commencement of construction may be imposed. Permittee(s) further understands that any contractor that may be employed must be a licensed contractor and that the structure must not be used or occupied until a Certificate of Occupancy is issued. NOTICE: PRIOR TO THE REMOVAL OF ASBESTOS PRODUCTS OR THE DEMOLITION OF A STRUCTURE, FEDERAL AND STATE LAWS REQUIRE THE PERMITTEE (EITHER THE OWNER OR CONTRACTOR) TO SUBMIT A NOTICE OF THE INTENDED WORK TO THE STATE DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). FOR MORE INFORMATION, CONTACT DEP AT (239) 344-5600. NOTICE: In addition to the conditions of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Page 279 of 613 Approval of Construction Documents Building Plan Review & Inspection 2800 N. Horseshoe Dr, Naples, FL 34104 239-252-2400 Residential Permits These electronic documents have been reviewed for Code Compliance by the Building Plan Review & Inspection Division of the Collier County Growth Management Department. The documents are available for download from the GMD Public Portal. These specific documents, listed as “Approved Plans (PR)” on the Portal, must be available for Inspectors to review on the job site in either electronic or paper form as the approved version in accordance with the Florida Building Code Section 107.3.1. Other supporting documents may be required on site as needed to meet code requirements. Permit Number: PRFH2022031274601 Job Site Address: 1060 Hollygate LN, Naples, Single Family Permit Description: NEW 2 STORY SINGLE FAMILY RESIDENCE. 4 BED/5BATH. (DEMO PRBD20201252574) 1060 Hollygate LN LOT 21 Permit Issuance Date: 08/12/2022 Document List: Portal File Type Portal File Name 1.Approved Plans (PR)Product Index Sheet (LOBER - FLProductApprovalNOAIndexS.pdf) 2.Approved Plans (PR)AC Energy and Load Calculations (4176 - LH - 1060 Hollygate Ln E-Calcs Full Set Signed 3_23_2022 - Prepared (Received).pdf) 3.Approved Plans (PR)Sub 2 NEW Specialty Engineering and Specification Sheets (SEALED_420969_Loper_1060 Hollygate Lane_FLOORS_071222.pdf) 4.Approved Plans (PR)Sub 2 NEW Specialty Engineering and Specification Sheets (SEALED_420969_Loper_1060 Hollygate Lane_ROOF_071222.pdf) 5.Approved Plans (PR)Specialty Engineering and Specification Sheets (420969_Loper_1060 Hollygate Lane_LAYOUT - Prepared.pdf) 6.Approved Plans (PR)Product Index Sheet (REVISED LOBER INDEX SHEET - Prepared.pdf) 7.Approved Plans (PR)Construction Plans (220 LOBER cor es - Prepared.pdf) 8.Approved Plans (PR)20220312746.xls Page 280 of 613 PROPERTY DATA239.777.1445 41robricci@gmail.com CERTIFICATE OF REVISIONS OR CORRECTIONSAUTHORIZATION NUMBER: 31979 ROBERT A. RICCIARDELLI, DESIGNER LLC 1060 HOLLYGATE LN LLC S1SITE LOCATION PLANPage 281 of 613 PROPERTY DATA239.777.1445 41robricci@gmail.com CERTIFICATE OF REVISIONS OR CORRECTIONSAUTHORIZATION NUMBER: 31979 ROBERT A. RICCIARDELLI, DESIGNER LLC 1060 HOLLYGATE LN LLC A1THIS ITEM HAS BEENELECTRONICALLY SIGNED ANDSEALED BY JOSEPH C.KOSINSKI, P.E., ON THE DATEAND/OR TIME STAMP SHOWNUSING A DIGITAL SIGNATURE.PRINTED COPIES OF THISDOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THESIGNATURE MUST BE VERIFIEDON ANY ELECTRONIC COPY.JOB DATAGENERAL NOTES:99'-4"20'-4"7'-9"8'-3"7'-8"7'-8"23'-11"8'-9"2'-4"3'-0"3'-8"3'-0"3'-0"45'-0"15'-8"29'-4"1'-6"3'-0"6'-8"3'-0"1'-6"9'-3"17'-10"11'-6"8'-7"5'-6"6'-0"8"17'-2"1'-4"9'-6"8"99'-4" 77'-0"7'-4"15'-0" 29'-3"8'-2"15'-0"6'-10"11'-9"6'-0"2'-0"11'-8"1'-4"45'-0"24'-0"7'-8"13'-4"3'-0"18'-0"3'-0"3'-10"3'-10"2'-2"9'-0"2'-2"7'-10"7'-10"EGRESSEGRESS6'-0"4'-4"5'-8"6"17'-11"4'-0"6'-7"15'-8"17'-10"11'-6"4'-5"6"7'-4"9'-10"11'-4"16'-0"3'-10"4'-0"9'-10"1'-10"11'-0"5'-8"6'-8"6"8'-0"5'-10"7'-4"23'-4"6"8'-0"6"12'-8"24'-0"8'-2"15'-0"5'-10"2'-4"3'-8"8'-4"3'-4"6"26'-0"10'-4"15'-0"3'-0"7'-0"14'-0"1'-3"4'-0"3'-3"3'-4"12'-2"26'-0"13'-2"1'-10" 20'-4"11'-4"2'-4"6'-4"7'-4"29'-4"6"6'-10"4'-0"7'-0"8'-0"14'-4"2 - CAR GARAGE9'-0" CLG. A.F.F.1 - CAR GARAGE9'-0" CLG. A.F.F.FOYER10'-0" CLG. ENTRY12'-4" CLG. A.F.F.MUD RM.10'-0" CLG. UTILITY10'-0" CLG. W.I.C.10'-0" CLG. M. BATH10'-0" CLG. M. BEDROOMSUMMER LIVINGVAULT FROM 12'-0" CLG. A.F.F.DEN / OFFICE10'-0" CLG. BATH10'-0" CLG. PANTRY10'-0" CLG. KITCHENVAULTLIVING ROOMVOLUME CEILING W/ 24" "POP UP"NOOKVAULTED CEILINGCOV. LANAIVAULT FROM 10'-0" A.F.F.LANDINGCEILING TRANSITIONFIRE PLACEPER BUILDERW.C.LAV.LAV.W.C.TUBROD AND SHELFOR CABINETRYOER BUILDER3'-4"6"SEATING PER BUILDERSEATING PER BUILDERSINK W/DISP.D.W.ISLANDREF.CAB.ABV.CAB.ABV.RANGEW/ HOODMICRO.SHELVING PER BLDR.SHWR.W.C.SINKR & SMIN. 1/2" GYPSUM BOARD ON THIS WALLMIN. 1/2" GYPSUM BOARD ON THIS WALL SINKW.D.CAB. ABV.6" STEP6" STEPCEILING TRANSITIONLINES OF2ND. FLR.ABOVEHEIGHT AS REQUIRED SECURE TOP PLATEINTO TRUSS BOTTOMSIDE OF 2" X 4" WOOD1/2" GYPSUM BOARD - EA. STUDS @ 16" O.C.CHORD AS REQUIRED.MIN. 2" X 4" P.T.SILL PLATETYPICAL WALL SECTIONSCALE: 1/2" = 1'-0"NON-LOAD BEARINGFIRESTOP AS REQUIREDFIRST FLOOR PLANSCALE: 3/16" = 1'-0"MIN. 5/8" GYPSUMBOARD AT GARAGECEILING PER F.B.C.R302.6 (HATCHEDAREA)1/2" "J" BOLTS 12" FROM EDGETOP) ATTACHED TO BLOCK W/TO BE 2" X 8" P.T. (SIDES ANDNOTE: GARAGE DOOR BUCKSAND 24" O.C. (TYP. BOTH SIDES)MIN. 1/2" GYPSUM BOARD ON THIS WALL1/2" "J" BOLTS 12" FROM EDGETOP) ATTACHED TO BLOCK W/TO BE 2" X 8" P.T. (SIDES ANDNOTE: GARAGE DOOR BUCKSAND 24" O.C. (TYP. BOTH SIDES)H.B.H.B.H.B.CAB. ABV.UP 22 R.HYDRO-STATICVENTHYDRO-STATICVENTHYDRO-STATICVENTHYDRO-STATICVENTPER 2020 FBC R311.3.1 - LANDINGS OR FLOORSAT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1 1/2" LOWER THAN THE TOP OFTHE THRESHOLD.NOTE:DETAIL @ SHOWERSCALE: 1" = 1'-0"SHOWER11'-7"16'-0"7'-1"SHELVESCAB. ABV.A.C.COMP.3-6" STEPSDOWN3-6" STEPSDOWNHEIGHT AS REQUIRED SECURE DOUBLE TOPPLATE INTO TRUSS SIDE OF 2" X 4" WOOD1/2" GYPSUM BOARD - EA. STUDS @ 16" O.C.BOTTOM CHORD AS TYPICAL WALL SECTIONSCALE: 1/2" = 1'-0"LOAD BEARINGFIRESTOP AS REQUIREDREQUIRED.SIMPSON SP2 (STUD TOTOP PLATE) @ EA. TRUSSSIMPSON SP2 (STUD TOP.T. BOTTOM PLATE) @ EA. TRUSS1/2" A.B. @ 24" O.C.(P.T. BOT. PLATE FOOTING).VAULT VAULT VAULT VAULT VAULT FROM 12'-0" CLG. A.F.F.8'-5"3'-8"17'-0"Page 282 of 613 PROPERTY DATA239.777.1445 41robricci@gmail.com CERTIFICATE OF REVISIONS OR CORRECTIONSAUTHORIZATION NUMBER: 31979 ROBERT A. RICCIARDELLI, DESIGNER LLC 1060 HOLLYGATE LN LLC A2JOB DATAGENERAL NOTES:99'-4"45'-0"99'-4"45'-0"16'-0"18'-2"10'-10"4'-1"5'-0"5'-0"4'-1"4'-8"11'-8"51'-4"6'-4"25'-4"8'-6"3'-2"4'-10"16'-3"8'-4"12'-0"7'-4"2'-7"5'-7"12'-10"15'-9"10'-10"3'-5"3'-0"3'-5"4'-2"3'-9"3'-9"4'-1"4'-8"11'-8"57'-8"10'-4"15'-0"3'-0"3'-0"3'-0"EGRESSEGRESSEGRESS13'-10"5'-10"6'-4"4'-4"2'-8"17'-8"12'-2"7'-6"4'-8"22'-0"5'-9"6'-5"5'-9"16'-3"12'-11"11'-8"9'-10"6'-6"2'-4"12'-10"7'-6"12'-4"15'-10"5'-1"5'-8"8'-10"12'-10"7'-6"12'-4"3'-4"6"26'-0"4'-2"8'-2"31'-8"26'-0"BEDROOM 49'-0" CLG. BEDROOM 39'-0" CLG. BEDROOM 2VAULT FROM 10'-0" CLG.BATH9'-0" CLG. BATH9'-0" CLG. MECH.9'-0" CLG. FAMILY RM.9'-0" CLG. W/ 12" "POP UP" PWDR.9'-0" CLG. OPEN TO BELOWVOLUME CEILING W/ 24" "POP UP"LANDINGR & STUB W/SHOWERW.C.LAV.LAV.R & SW.C.A.H.U.W.H.LAV.SHOWERW.C.LAV.R & SR & S DOWNSECOND FLOOR PLANSCALE: 1/4" = 1'-0"MAX. ATTICSPACE ABV.ATTICACCESS24" X30" MIN.REF.SINKMICRO.WALL OR RAILTO 42" A.F.F.10"1'-11"12"2'-0"11"12"2'-0"THESE OPENINGS ARE 24"X 24" W/ TOP AT 8'-0" A.F.F.22 R.GAME RM.9'-0" CLG. W/ 12" "POP UP" 3'-0"VAULTVAULTVAULTVAULT8'-6"19'-4"4'-0"3'-8"3'-8"10'-8"Page 283 of 613 PROPERTY DATA239.777.1445 41robricci@gmail.com CERTIFICATE OF REVISIONS OR CORRECTIONSAUTHORIZATION NUMBER: 31979 ROBERT A. RICCIARDELLI, DESIGNER LLC 1060 HOLLYGATE LN LLC S1FOUNDATION PLANCONCRETE STEP DETAILPage 284 of 613 PROPERTY DATA239.777.1445 41robricci@gmail.com CERTIFICATE OF REVISIONS OR CORRECTIONSAUTHORIZATION NUMBER: 31979 ROBERT A. RICCIARDELLI, DESIGNER LLC 1060 HOLLYGATE LN LLC A2FIN. FLR. ELEV.FIN. FLR. ELEV.8124128128128128124124122'-1" 10'-0"9'-0" 10'-0"9'-0"TYPICAL TEXTURED FINISH.METAL ROOFING PER BUILDER.THIS PORTIONOF THE ROOFWILL RISE AT A 3:12 PITCHOPENOPENLINES OFCEILINGFRONT ELEVATIONSCALE: 3/16" = 1'-0"LEFT SIDE ELEVATIONSCALE: 3/16" = 1'-0"RIGHT SIDE ELEVATIONSCALE: 3/16" = 1'-0"REAR ELEVATIONSCALE: 3/16" = 1'-0"31'-1"LINE OF 2" X 6"RAFTER @ BEDROOM 2.CEILINGOUTLINE INBEDROOM 2CEILINGOUTLINE INBEDROOM 2Page 285 of 613 PROPERTY DATA239.777.1445 41robricci@gmail.com CERTIFICATE OF REVISIONS OR CORRECTIONSAUTHORIZATION NUMBER: 31979 ROBERT A. RICCIARDELLI, DESIGNER LLC 1060 HOLLYGATE LN LLC S3TYPICAL WALL SECTIONSCALE: 3/4" = 1'-0"8"Page 286 of 613 GRADEFIN. FLR. ELEV.2'-0" MIN.8"W/ 3 - # 5 REBAR (ON CHAIRS)20" X 12" CONT. CONC. FOOTING8" C.M.U. STEM WALL OVERCONT.8" X 8" (W/ 1 #5 REBARCONT.) THICKENED EDGE8" CONCRETE TYP. TEXTURED FINISHLAP SPLICEMASONRY UNIT WALL25" MIN.FIN. FLR. ELEV.2'-0" MIN.PROCTORCOMPACT FILLTO 95% MODIFIED# 5 REBAR "HOOK"BAR @ FOOTING AND# 5 REBAR IN STEMWALL@ ALL CORNERS AND 48"O.C. AND PER FOUNDATION PLAN.8" CONCRETE TYP. TEXTURED FINISHLAP SPLICEMASONRY UNIT WALL25" MIN.1/2" GYPSUM WALL BOARDOVER 3/4" P.T. VERTICALFURRING STRIPS 24" O.C.OVER R 4.2 INSULATIONGRADEFIN. FLR. ELEV.2'-0" MIN.VARIESPROCTORCOMPACT FILLTO 95% MODIFIED# 5 REBAR "HOOK"BAR @ FOOTING AND# 5 REBAR IN STEMWALL@ ALL CORNERS AND 48"O.C. AND PER FOUNDATION PLAN.W/ 2 - # 5 REBAR (ON CHAIRS)16" X 12" CONT. CONC. FOOTING8" C.M.U. STEM WALL OVERCONT.GRADE8" X 8" (W/ 1 #5 REBARCONT.) THICKENED EDGE8" X 8" (W/ 1 #5 REBARCONT.) THICKENED EDGEPROCTORCOMPACT FILLTO 95% MODIFIED# 5 REBAR "HOOK"BAR @ FOOTING AND# 5 REBAR IN STEMWALL@ ALL CORNERS AND 48"O.C. AND PER FOUNDATION PLAN.1/2" GYPSUM WALL BOARDOVER 3/4" P.T. VERTICALFURRING STRIPS 24" O.C.OVER R 4.2 INSULATIONAT EXTERIOR WALL AT EXTERIOR GARAGE WALL4" CONCRETE SLAB(3000) P.S.I.) W/ 6 X 6 2.9 X 2.9 W.W.M.OR OPT. FIBERMESH OVER A 6 MIL. VAPORBARRIER ON CLEAN AND COMPACTED FILL THAT HASBEEN TERMITE TREATED.R-11 INSULATION (MIN.)1/2" GYPSUM WALL BOARD2" WASHER) @ 48" O.C.1/2" ANCHOR BOLT (W/SIMPSON SP-1 (@ EA. STUDTO P.T. 2" X 4" BOTTOMGARAGE SIDERESIDENCE SIDE 1/2" GYPSUM WALL BOARDON GARAGE SIDE PER 2020FBC R TABLE 302.6AT DECKAT CHANGE IN SLAB ELEVATIONFOR WINDOWS AND DOORSNOTE: THIS DETAIL TYPICALWINDOW UNIT (INSTALLED PER N.O.A.)MASONRY BELOW.AND EMBEDDED 1 3/4" INTO THEMUST BE DRIVEN THRU THE SILLARE TO BE USED - THE TAPCONSNOTE: IF PRECAST CONCRETE SILLS16" O.C. AND 4" FROM CORNERSW/ 1/4" x 3 1/4" TAP CON SCREWSMIN. 1" X P.T. BUCKING FASTENEDMIN. 1" P.T. BUCKING FASTENED16" O.C. AND 4" FROM CORNERSW/ 1/4" x 3 1/4" TAP CON SCREWSCONC. HEADER/LINTELPLEASE SEE THE ATTACHEDNOTICE OF COMMENCEMENTSHEETS FOR APPROVED, ALTERNATE METHODS OFWINDOW/DOOR ATTACHMENT."IN PLAN""IN ELEV"MIN. 1" X P.T. BUCKING FASTENEDW/ 1/4" x 3 1/4" TAP CON SCREWS16" O.C. AND 4" FROM CORNERSABDEPLATE) (IF BEARING)(3/4 LB. PER CUBIC YARD) 4" CONCRETE SLAB(3000) P.S.I.) W/ 6 X 6 2.9 X 2.9 W.W.M.OR OPT. FIBERMESH OVER A 6 MIL. VAPORBARRIER ON CLEAN AND COMPACTED FILL THAT HASBEEN TERMITE TREATED.(3/4 LB. PER CUBIC YARD) 4" CONCRETE SLAB(3000) P.S.I.) W/ 6 X 6 2.9 X 2.9 W.W.M.OR OPT. FIBERMESH OVER A 6 MIL. VAPORBARRIER ON CLEAN AND COMPACTED FILL THAT HASBEEN TERMITE TREATED.(3/4 LB. PER CUBIC YARD) 4" CONCRETE SLAB(3000) P.S.I.) W/ 6 X 6 2.9 X 2.9 W.W.M.OR OPT. FIBERMESH OVER A 6 MIL. VAPORBARRIER ON CLEAN AND COMPACTED FILL THAT HASBEEN TERMITE TREATED.(3/4 LB. PER CUBIC YARD) (TYP. 4 SIDES)EXTERIORTYP. TEXTURED FINISHTYP. FILLED CELL(SEE FOUNDATIONPLAN FOR LOCATIONS)1/2" GYPSUM WALL BOARDOVER 3/4" P.T. VERTICALFURRING STRIPS 24" O.C.OVER R 4.2 INSULATIONWINDOW UNITINTERIORFORM AND "POUR UP" (W/ 2 - # 5 REBAR)BOTTOM SILL AS REQUIREDTYP. TEXTURED FINISHTYP. TEXTURED FINISHINTERIOREXTERIORSEALANT APPLIED BETWEEN BUCKAND MASONRY AT TOP, SIDES ANDBOTTOMLIQUID FLASHING APPLIED ON BUCK AND MASONRY AT TOP, SIDES ANDBOTTOM BEFORE WINDOW INSTALLVARIES10"20"10"10"4"1'-2"FOOTING W/ (2) # 5REBAR CONT. (ON CHAIRS)TYPICAL BELL TO 95% MODIFIEDCOMPACT FILLPROCTOR# 5 REBAR "HOOK"BAR @ FOOTING AND# 5 REBAR IN STEMWALL@ ALL CORNERS AND 48"O.C. AND PER FOUNDATION PLAN.C4" CONCRETE SLAB(3000) P.S.I.) W/ 6 X 6 2.9 X 2.9 W.W.M.OR OPT. FIBERMESH OVER A 6 MIL. VAPORBARRIER ON CLEAN AND COMPACTED FILL THAT HASBEEN TERMITE TREATED.(3/4 LB. PER CUBIC YARD) 1/2" GYPSUM WALL BOARD(BOTH SIDES)2" WASHER) @ 48" O.C.1/2" ANCHOR BOLT (W/SIMPSON SP-1 (@ EA. STUDTO P.T. 2" X 4" BOTTOMPLATE)W/ 3 - # 5 REBAR (ON CHAIRS)20" X 12" CONT. CONC. FOOTING8" C.M.U. STEM WALL OVERCONT.(IF BEARING)PER FOUNDATION PLAN2'-8" MIN.PROCTORCOMPACT FILLTO 95% MODIFIED# 5 REBAR "HOOK"BAR @ FOOTING AND# 5 REBAR IN STEMWALL@ ALL CORNERS AND 48"O.C. AND PER FOUNDATION PLAN.W/ 3 - # 5 REBAR (ON CHAIRS)20" X 12" CONT. CONC. FOOTING8" C.M.U. STEM WALL OVERCONT.FIN. FLR. ELEV.FIN. FLR. ELEV.PROPERTY DATA239.777.1445 41robricci@gmail.com CERTIFICATE OF REVISIONS OR CORRECTIONSAUTHORIZATION NUMBER: 31979 ROBERT A. RICCIARDELLI, DESIGNER LLC 1060 HOLLYGATE LN LLC S4Page 287 of 613 PROPERTY DATA239.777.1445 41robricci@gmail.com CERTIFICATE OF REVISIONS OR CORRECTIONSAUTHORIZATION NUMBER: 31979 ROBERT A. RICCIARDELLI, DESIGNER LLC 1060 HOLLYGATE LN LLC S2TIE BEAM LAYOUTTIE BEAM DETAILTYPICAL WALL SECTIONTYPICAL WALL SECTIONTIE BEAM "STEP UP" DETAILWALL SECTIONPage 288 of 613 PROPERTY DATA239.777.1445 41robricci@gmail.com CERTIFICATE OF REVISIONS OR CORRECTIONSAUTHORIZATION NUMBER: 31979 ROBERT A. RICCIARDELLI, DESIGNER LLC 1060 HOLLYGATE LN LLC S3SECOND FLOOR FRAMING PLANDETAIL @ GABLEPage 289 of 613 No. Name Carried Qty.1 LUS24 K01,02 102 THGQ2-SD3 FT03 23 HU414 FL05 114LSU26 D01 10GARAGELVL DESIGNEDBY OTHERBEAM DESIGNEDBY OTHERS8/128/124/124/128/128/128/128/12GARAGEBEARINGBEARINGNo. Name Carried Qty.5 HUS28 A03, A06 66 THGQH2-SDS3 B01 21' TRAYCEILING1' TRAYCEILING1' TRAYCEILINGSTICK-FRAMED ROOF/ VAULT CEILING4/124/128/128/12ATTICSPACEBEARINGLGBO1BBO1BM1BM2BM3BM4FL02FL02FT01FT04FL04E03E02E02E01G02H06H05H05H04H03H03C01D03H01H01FT03FT03V13V14V12V11V10V09V08V07G01(5)H02(3)C02(8)C03(4)C04(4)D02(6)D01(10)FL03(4)FL01(15)FL09(8)FL08(7)FL05(11)K01(5)K02(5)44112233313-04-007-08-0024-00-0010-00-0014-00-00 8-06-00 15-06-0026-00-0020-04-0012-04-00 1-10-00 13-02-0024-00-00 8-02-00 16-00-00 18-06-0017-08-00 15-00-0099-04-0015-08-00 17-10-00 11-06-0015-00-007-04-0077-00-0030-00-001-06-0810-00-008-0816-00-001-00-001-05-142-00-00 2-00-00 2-00-001-09-082-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-002-00-002-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-001-10-002-00-002-00-002-00-002-00-002-00-001-10-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-005-07-00 12-10-00 5-05-004-05-0043-00-0013-08-00A01A02A02A02AA06A07A10A11B01A08(3)A09(3)A03(5)6654-08-00 11-08-0051-04-006-04-0051-04-004-08-00 11-08-006-04-0016-00-00 18-02-005-07-00 12-10-00 15-09-0026-00-0014-03-002-00-00 1-10-002-00-004-02-0011-10-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-0015-10-0026-00-0031-08-002-00-00 2-00-00 2-00-00 2-00-001-06-008-00Job Name: ANTHONY LOPER Building Code: FRC2020Customer: CANA CUSTOM HOMES Loading: 20-17-10Site Address: 1060 HOLLYGATE LANE Sales Rep:City,ST,ZIP:NAPLES,FL Designer:DUSTINThese trusses are designed as individual building components to be incorporated into the building designat the specification of the building designer. See individual design sheets for each truss design identifiedon the placement drawing. The building designer is responsible for temporary and permanent bracing ofthe roof and floor system and for the overall structure. The design of the truss support structure includingheaders, beams, walls, and columns is the responsibility of the building designer. For general guidanceregarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'OnifrioDrive; Madison, WI 53179.Page 290 of 613 E1PROPERTY DATA239.777.1445 41robricci@gmail.com CERTIFICATE OF REVISIONS OR CORRECTIONSAUTHORIZATION NUMBER: 31979 ROBERT A. RICCIARDELLI, DESIGNER LLC 1060 HOLLYGATE LN LLCFIRST FLOOR ELECTRICAL LAYOUTPage 291 of 613 E2PROPERTY DATA239.777.1445 41robricci@gmail.com CERTIFICATE OF REVISIONS OR CORRECTIONSAUTHORIZATION NUMBER: 31979 ROBERT A. RICCIARDELLI, DESIGNER LLC 1060 HOLLYGATE LN LLCSECOND FLOOR ELECTRICAL LAYOUTPage 292 of 613 Page 293 of 613 Page 294 of 613 Page 295 of 613 VARIANCE HEARING BACKUP MATERIALS Property Address: 1074 Hollygate Lane, Naples, FL 34103 Variance Application Number: PL20250007070 Applicant: Anthony Lober Email: anthonylober@gmail.com Phone: 239-300-5837 TABLE OF CONTENTS 1. Variance Petition Application ..................................................... 1 – 6 ○ Includes Property Information 2. Narrative of request/Nature of Petition......................................7 – 10 ○ Property Information ○ Request Description ○ Basis for Variance - LDC Section 9.04.03 (A–H) ○ Neighborhood and Market Context 3. Property Ownership Disclosure Form .................................... 11 – 13 4. Affidavit of Authorization .........................................................14 -- 15 ○ Stormwater Management ○ Permeable Paver Driveway ○ Landscape Screening 5. Public Notification Materials ................................................... 16 – 18 ○ Agent Letter ○ Property Owner Mailing List ○ GIS Processing Request 6. Surveys, Plans, and Exhibits .............................................. 19 – 20 ○ (Proposed Site Plan) Boundary and Topographic Survey ○ (Example of Compliant Driveway) Designated Parking Area Exhibit Page 296 of 613 County Need Help? GMCD Public Portal Online Payment Guide E-Permittinq GuidesGrowth Management Community Development Department VA R I A N C E P E T I T I O N A P P L I C AT I O N Variance from Setbacks Required for aParticular Zoning District LDC section 9.04.00 &Code of Laws section 2-83 -2-90 Chapter 3J. of the Administrative Code PROJECT NAME: 10^4 Hollygate Lane APPLICANT CONTACT INFORMATION Cana Homes, LLCName of Property Owner(s): .Anthony LoberName of Applicant if different than owner; .Males FL878 Neapolitan Way 34103 Address:City:State:ZIP: 2393005837 Telephone:Cell:Fax: .anthonylober@gmail.comE-Mail Address: N/AName of Agent: Firm: Address:City:State:ZIP: Telephone:Cell:Fax: E-Mail Address: BE AWARE THAT COLLIER COUNTY HAS LOBBYIST REGULATIONS. GUIDE YOURSELF ACCORDINGLY AND ENSURE THAT YOU ARE IN COMPLIANCE WITH THESE REGULATIONS. Variance Application (VA) 3/27/24 Page 1of 6 Planning and Zoning Division ●2800 North Horseshoe Drive ●Naples, FL 34104 ●239-252-2400 www.colliercounlvﬂ .gov Page 297 of 613 PROPERTY INFORMATION Provide adetailed legal description of the property covered by the application: {If space is inadequate, attach on separate page) .64410680001 .22 49 .25Section/Township/Range:Property I.D. Number: .Oak Knoll Unit 1 .B.1 .20Subdivision:Block:Unit:Lot: OAK KNOLL UNIT 1BLK BLOT 20 FJ 382 1972 OR 467 PG 831 0.19 acres Metes &Bounds Description:Total Acreage: 1074 Hollygate Lane NaplesAddress/ General Location of Subject FL 34103Property: ADJACENT ZONING AND LAND USE Zoning Land Use N RSF-4 Nonconforming Residential Single Family S RSF-4 Nonconforming Residential Single Family E RSF-4 Nonconforming Residential Single Family W RSF-4 Nonconforming Residential Single Family Minimum Yard Requirements for Subject Property: .25 Xf.t.Front:Corner Lot:Yes No .7.5 f.t.Side:Waterfront Lot:XYes No .20 f.t.Rear: Chapter 8of 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. Variance Application (VA) 3/27/24 Page 2of 6 Page 298 of 613 ASSOCIATIONS Complete the following for all registered 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. .N/AN a m e o f H o m e o w n e r A s s o c i a t i o n : Mailing Address:City:State:ZIP: Name of Homeowner Association: Mailing Address:City:State:ZIP: Name of Homeowner Association: Mailing Address:City:State:ZIP: Name of Homeowner Association: Mailing Address:City:State:ZIP: N a m e o f H o m e o w n e r A s s o c i a t i o n : Mailing Address:City:State:ZIP: NATURE OF PETITION On aseparate sheet, attached to the application, please provide the following: 1. Adetailed explanation of the request including what structures are existing and what is proposed; the amount of encroachment proposed using numbers, i.e. reduce front setback from 25 ft. to 18 ft.; when property owner purchased property; when existing principal structure was built (include building permit number(s) if possible); why encroachment is necessary; how existing encroachment came to be; etc. 2. For projects authorized under LDC Section 9.04.02, provide adetailed description of site alterations, including any dredging and ﬁlling. 3. Pursuant to LDC section 9.04.00, staff shall be guided in their recommendation to the Hearing Examiner, and the Hearing Examiner shall be guided in the determination to approve or deny avariance petition by the criteria (a-h) listed below. Please address the following criteria: a) Are there special conditions and circumstances existing which are peculiar to the location, size and characteristics of the land, structure, or building involved. Variance Application (VA) 3/27/24 Page 3of 6 Page 299 of 613 b)Are there special conditions and circumstances which do not result from the action of the applicant such as pre-existing conditions relative to the property which is the subject of the variance request. c)Will aliteral interpretation of the provisions of this zoning code work unnecessary and undue hardship on the applicant or create practical difﬁculties on the applicant. d)Will the variance, if granted, be the minimum variance that will make possible the reasonable use of the land, building or structure and which promote standards of health, safety or welfare. e)Will granting the variance requested confer on the petitioner any special privilege that is denied by these zoning regulations to other lands, buildings, or structures in the same zoning district. f)Will granting the variance be in harmony with the intent and purpose of this zoning code, and not be injurious to the neighborhood, or otherwise detrimental to the public welfare. g)Are there natural conditions or physically induced conditions that ameliorate the goals and objectives of the regulation such as natural preserves, lakes, golf course, etc. h)Will granting the variance be consistent with the Growth Management Plan? 4. 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? □□NoYes If yes, please provide copies. Variance Application (VA) 3/27/24 Page 4of 6 Page 300 of 613 Pre-Application Meeting and Final Submittal Requirement Checklist for; Variance Chapter 3J. 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. NOT REQUIREMENTS FOR REVIEW REQUIREDREQUIRED Completed Application (download current form from County website) ●« Project Narrative ^Completed Addressing Checklist y' Property Ownership Disclosure Form Pre-Application Meeting Notes OM I>»ncnConceptual Site Plan 24" x36" and one 834 "x11" copy Survey of property showing the encroachment (measured in feet) VAfﬁdavit of Authorization, signed and notarized n nDeeds/Legal(s) n nLocation map Current aerial photographs (available from Property Appraiser) with project boundary and, if vegetated, FLUCFCS Codes with legend included on aerial □□ Historical Survey or waiver request, if applicable Environmental Data Requirements or exemption justiﬁcation Once the ﬁrst set of review comments are posted, provide the assigned planner with draft Agent Letter and address of property owners □□ 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. 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. Add Variance Application (VA) 3/27/24 Page 5of 6 Page 301 of 613 Planners: Indicate if the petition needs to be routed to the following reviewers: Bayshore/Gateway Triangle Redevelopment: Executive Director □□Historical Review: □nCity of Naples: Robin Singer, Planning Director Immokalee Water/Sewer District: □□Conservancy of SWFL: Nichole Johnson Parks and Recreation Director: Olema Edwards Emergency Management: Dan Summers; and/or EMS: Artie Bay School District (Residential Components): Amy Lockheart □□ □□Other: [FEE REQUIREMENTS □Pre-Application Meeting: $500.00 □Variance Petition: oResidential- $2,000.00 oNon-Residential-$5,000.00 o5*'’ and Subsequent Review- 20% of original fee □Estimated Legal Advertising Fee for the Ofﬁce of the Hearing Examiner: $1,125.00 □After The Fact Zoning/Land Use Petitions: 2x the normal petition fee □Listed Species Survey (if EIS is not required): $1,000.00 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, Iattest that all of the information indicated on this checklist is included in this submittal package. Iunderstand that failure to include all necessary submittal information may result in the delay of processing this petition. All checks payable to: Board of County Commissioners. The completed application, all required submittal materials, and the permit fee shall be submitted to: Growth Management Community Development Department Zoning Division ATTN: Business Center 2800 North Horseshoe Drive Naples, FL 34104 /.2 leant Sisrfratufe—^ Date aaY Printed Name Variance Application (VA) 3127124 Page 6of 6 Page 302 of 613 Nature of Petition PL20250007070 Property Address: 1074 Hollygate Lane, Naples, FL 34103 Legal Description: Oak Knoll Unit 1, Block B, Lot 20 (FJ 382 1972 OR 467 PG 831) Request The petitioner respectfully requests a variance from LDC Section 4.05.03(A), which limits the designated parking area for single-family dwellings in the Mixed Use Urban Residential Land Use District to no more than 40% of the required front yard. Approval is sought to allow up to 62% of the required front yard as designated parking. This adjustment is necessary to ensure safe and reasonable function of the three-car garage designed for the home. Without this variance, the driveway would be undersized, impairing access, reducing property value, and jeopardizing an active purchase contract. Subject Property and Basis for Request The property at 1074 Hollygate Lane is configured with a three-car garage and an overall layout typical of nearby homes. A directly comparable home—1060 Hollygate Lane—was previously permitted, built, and sold with a driveway exceeding the 40% limit. The petitioner has relied on this precedent and has invested more than $700,000 in the land purchase, design work, and plans. The hardship arises from physical site design, subdivision constraints, and modern market expectations, not from actions of the applicant. Naples housing trends have evolved significantly since Oak Knoll’s mid-century development. Modern single-family homes west of Goodlette-Frank Road and south of Pine Ridge Road commonly exceed 3,500 sq ft and include three or more garage bays, with driveway designs that support multiple vehicles safely. The subject home remains modest compared to many newer homes in the area (often 4,000–6,000 sq ft), indicating that the request is measured rather than excessive. Nature of the Petition The variance is necessary to ensure functional, safe access to the three-car garage. Page 303 of 613 Without relief, the 40% cap would result in a driveway too small to maneuver vehicles, diminishing both the home’s utility and its marketability. This is a hardship created by the lot’s configuration, the subdivision’s original platting, and precedents already established—not by any action of the petitioner. Mitigation Measures The petitioner is pairing the request with several measures that enhance environmental performance and maintain neighborhood character: - An engineered stormwater management plan prepared by a licensed engineer. - Permeable paver driveway construction to promote infiltration and reduce runoff. - A 6-foot Clusia hedge to provide evergreen landscape screening and maintain streetscape compatibility. Findings – LDC Section 9.04.03 (A–H) Project-Specific Findings for 1074 Hollygate Lane A — Special conditions and circumstances (site/structure) The three-car garage configuration requires a wider, functional driveway for safe vehicle maneuvering. Applying a fixed 40% front-yard parking limit to this lot creates a constraint not faced by homes with smaller garage footprints. The variance to permit up to 62% is needed to achieve safe, reasonable access consistent with the home’s intended design. B — Conditions not self-created The petitioner acted in good faith and relied on neighborhood precedent—specifically the permitted driveway at 1060 Hollygate Lane. Substantial investment exceeding $700,000 was made based on these established conditions and prevailing market expectations. The hardship stems from subdivision layout and prior County approvals, not from choices by the applicant. C — Literal enforcement creates undue hardship or practical difficulty Page 304 of 613 Strict enforcement of the 40% limit would render the three-car garage difficult or unsafe to use, reduce the property’s value, and risk termination of the current sale contract. This constitutes practical difficulty and unnecessary hardship for a single-family residence designed to meet modern functional standards. D — Minimum variance necessary; protects health, safety, and welfare Increasing the allowable driveway area from 40% to 62% is the least deviation necessary to achieve safe and functional garage access. Mitigation—including engineered stormwater controls, permeable pavers, and Clusia screening—ensures continued protection of neighborhood character, drainage, and public welfare. E — No special privilege conferred Granting this variance is consistent with the previously permitted driveway at 1060 Hollygate Lane. Approval would restore parity rather than create special privilege, ensuring similar properties are treated equitably within the same subdivision. F — Harmony with the LDC; not injurious to neighborhood or public welfare The variance affects only the percentage of front yard designated for parking and does not alter land use, density, or residential intensity. The project’s drainage enhancements, permeable driveway surface, and landscape screening mitigate potential concerns related to runoff or aesthetics, keeping the project consistent with LDC intent and neighborhood character. G — Natural or physically induced conditions Although there are no natural preserves or water bodies implicated, the project incorporates physically induced environmental improvements—permeable materials and engineered stormwater planning—that advance LDC objectives for drainage control and environmental performance. H — Consistency with the Growth Management Plan (GMP) The request preserves single-family residential character and does not modify use, density, or intensity. It simply reallocates front-yard space to accommodate safe and functional driveway access, aligning with GMP goals for neighborhood livability and modern housing needs. Page 305 of 613 Conclusion This variance request is prompted by functional necessity, neighborhood precedent, and good-faith reliance on prior County approvals. Approval ensures the property remains safe, marketable, and consistent with modern housing standards in Naples. With the proposed environmental and aesthetic mitigation measures, the project exceeds expectations for responsible design. Denial would impose unnecessary hardship without serving a meaningful public benefit, while approval supports fairness, consistency, and strong alignment with both community character and LDC intent. Page 306 of 613 C^nt^ 2 8 0 0 N O R T H H O R S E S H O E D R I V E NAPLES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliergov.net PROPERTY OWNERSHIP DISCLOSURE FORM This is arequired 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 asupplemental disclosure of interest form. Please complete the following, use additional sheets if necessary. 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: a. Name and Address %of Ownership C a n a H o m e s L L C 100% b.If the property is owned by aCORPORATION, list the ofﬁcers and stockholders and the percentage of stock owned by each: Name and Address %of Ownership Anthony Lober 50% Katie Lober 50% If the property is in the name of aTRUSTEE, list the beneﬁciaries of the trust with the percentage of interest: c. Name and Address %of Ownership Created 9/28/2017 Page 1of 3 Page 307 of 613 Oounty COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliergov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 If the property is in the name of aGENERAL or LIMITED PARTNERSHIP, list the name of the general and/or limited partners: d. Name and Address %of Ownership If there is aCONTRACT FOR PURCHASE, with an individual or individuals, aCorporation, Trustee, or aPartnership, list the names of the contract purchasers below, including the ofﬁcers, stockholders, beneﬁciaries, or partners: e. 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 acorporation, partnership, or trust: Name and Address 06/21/24Date subject property acquiredg- Leased: Term of lease years /months If, Petitioner has option to buy, indicate the following: Created 9/28/2017 Page 2of 3 Page 308 of 613 COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliergov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 Date of option: Date option terminates:. Anticipated closing date: or A F F I R M P R O P E R T Y O W N E R S H I P I N F O R M AT I O N 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 aTrustee, 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, Iattest that all of the information indicated on this checklist is included in this submittal package. Iunderstand that failure to include all necessary submittal information may result in the delay of processing this petition. The completed application, all required submittai materiais, and fees shall be submitted to: Growth Management Department ATTN: Business Center 2800 North Horseshoe Drive Naples, FL 34104 lateAgent/Owne^_ji^j ature Agent/Owner Name (please print) Created 9l2Sl20n Page 3of 3 Page 309 of 613 AFFIDAVIT OF AUTHORIZATION 9u;»-a5S6QO'7DlOFOR PETITION NUMBERS(S)_ _(print name), as applicable) of f under oath, that Iarn the (choose one) 6wner| y**^pplicantr I,(title, if (company. If applicable), swear or afﬁrm contract purchaser and that: 1.Ihave full authority to secure the approval(s) requested and to impose covenants and restrictions on the referenced property as aresult of any action approved by the County in accordance with this application and the Land Development Code; All answers to the questions in this application and any sketches, data or other supplementary matter attached hereto and made apart of this application are honest and true; Ihave 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 The property will be transferred, conveyed, sold or subdivided subject to the conditions and restrictions impos^ by the approved action. We/I authorize in any matters regarding this petition including 1through 2above. 2. 3. 4. 5.to act as our/my representative *Notes: ●If the applicant is acorporation, then it is usualiy executed by the corp. pres, or v. pres. ●If the applicant is aLimited Liabiiity Company (L.LC.) or Limited Company (L.C.), then the documents should typically be signed by the Company’s “Managing Member.” ●if the appiicant is apartnership, then typicaliy apartner can sign on behalf of the partnership. ●if the applicant is aiimited partnership, then the generai partner must sign and be identiﬁed as the “generai partner” of the named partnership. ●if the appiicant is atrust, then they must include the trustee’s name and the words “as trustee”. ●In each instance, ﬁrst determine the appiicant’s status, e.g., individual, corporate, trust, partnership, and then use the appropriate format for that ownership. Under penalties of perjury, Ideclare that Ihave read the foregoing Afﬁdavit of Authorization and that the facts stated in it are true. Signature Date S TAT E O F F L O R I D A COUNTY OF COLLIER Theforegoing instrument was acknowleged before me by means of ^physical presence or □online notarization this 0>S^^ay of 2oJlS. by (printed name of owner or qualiﬁer)g La ^ffy. Such person(s) Notary Public must check applicable box: □'Are personally known to me □Has produced acurrent drivers license □Has produced a s i d e n t i ﬁ cation. Ck iNotary Signature: CP\08-COA-00115\155 R E V 3 / 4 / 2 0 2 0 Page 310 of 613 AFFIDAVIT OF AUTHORIZATION FOR PETITION NUMBERS(S) applicable) of >Ho(^-C< l^UC. under oath, that Iam the (choose one) owner]\x^PPlicant[ S(print name), as (title, if (company. If applicable), swear or afﬁrm contract purchaser and that: 1.Ihave full authority to secure the approval(s) requested and to impose covenants and restrictions on the referenced property as aresult of any action approved by the County in accordance with this application and the Land Development Code; All answers to the questions in this application and any sketches, data or other supplementary matter attached hereto and made apart of this application are honest and true; Ihave 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 The property will be transferred, conveyed, sold or subdivided subject to the conditions and restrictions impo^d by the approved action.We/I authorize RDT'KooW in any matters regarding this petition including 1through 2above. 2. 3. 4. 5.to act as our/my representative *Notes: ●If the applicant is acorporation, then it is usually executed by the corp. pres, or v. pres. ●if the applicant is aLimited 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 apartnership, then typically apartner can sign on behaifofthe partnership. ●If the applicant is alimited partnership, then the general partner must sign and be identiﬁed as the “generai partner” of the named partnership. ●If the applicant is atrust, 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, Ideclare that Ihave read the foregoing Afﬁdavit of Authorization and that the facts stated in it are true. A signature S T A T E O F F L O R I D A C O U N T Y O F C O L L I E R The foregoing instrument was acknowleged before me by means of Qptiysical presence or Oonline notarization this*^^^^^davof . 20^^ bv (orinted name of owner or Qualiﬁer)Leber Such person(s) Notary Public must check applicable box: E^re personally known to me □Has produced acurrent drivers license □Has produced Notary Public State of norida Carol A. Srshi; jMy Commlssio.T hh 46630y Expires 3/16; as identi ﬁ cation. i riiiii ●2SNotary Signature: -,i I CP\08-COA-00I15\155 R E V 3 / 4 / 2 0 2 0 Page 311 of 613 Page 312 of 613 Page 313 of 613 Rev. 8/31/2021 WĂŐe 1 ŽĨ 1 GIS PROCESSING REQUEST (Property Notification Address Listing) >ŝƐƚƐ ĚŽ ŶŽƚ ŝŶĐůƵĚe ŝvŝĐ Žƌ ,ŽŵeŽǁŶeƌ ƐƐŽĐŝĂƚŝŽŶƐ. ^Ƶďŵŝƚ ĐŽŵƉůeƚeĚ ĨŽƌŵ ƚŽ >Ͳ'DEŽƌƚŚ'/^ΛĐŽůůŝeƌĐŽƵŶƚǇĨů.ŐŽv WůeĂƐe ĂůůŽǁ 3Ͳϱ ďƵƐŝŶeƐƐ ĚĂǇƐ ĨŽƌ ǇŽƵƌ ƌeƋƵeƐƚ ƚŽ ďe ĐŽŵƉůeƚeĚ. EKd͗ /ŶĐŽŵƉůeƚe Žƌ ĂůƚeƌeĚ ĨŽƌŵƐ ǁŝůů ŶŽƚ ďe ĂĐĐeƉƚeĚ. Request Date: NIM Date (if scheduled): Name of Agent/Applicant: Business: Telephone #: E-Mail: PL Number (required): Folio Number(s) of Property: and/or PUD Name (required) Buffer Distance Around Site Location (select one): [ ] 150’ [ ] 500’ [ ] 1͕000’ [ ] 1 Mile Properties Included (select all applicable): [ ] Internal [ ] External [ ] Names, Addresses, and Property Descriptions Results: [ ] Names and Addresses Only Product(s) and Processing Fees [ ] SƉƌĞĂĚƐŚĞĞƚ (MS Excel͕ ElectronicͿ [ ] MĂŝůŝŶŐ >ĂďĞůƐ ;PrintedͿ [ ] SƉƌĞĂĚƐŚĞĞƚ ĂŶĚ MĂŝůŝŶŐ >ĂďĞůƐ $70.00 $80.00 + ΨϬ͘Ϭϲ for every record over 1͕500 $85.00 + ΨϬ͘ϭϭ for every record over 1͕500 ŝƐĐůĂŝŵeƌ͗ dŚe ĚĂƚĂ ƵƐeĚ ŝŶ ƚŚŝƐ ƌeƋƵeƐƚ ďeůŽŶŐƐ ƚŽ ƚŚe Žůůŝeƌ ŽƵŶƚǇ WƌŽƉeƌƚǇ ƉƉƌĂŝƐeƌΖƐ KĨĨŝĐe ;WͿ. dŚeƌeĨŽƌe͕ ƚŚe ƌeĐŝƉŝeŶƚ ĂŐƌeeƐ ŶŽƚ ƚŽ ƌeƉƌeƐeŶƚ ƚŚŝƐ ĚĂƚĂ ƚŽ ĂŶǇŽŶe ĂƐ ŽƚŚeƌ ƚŚĂŶ W ƉƌŽvŝĚeĚ. Ɛ ƐƵĐŚ͕ Žůůŝeƌ ŽƵŶƚǇ ĂŶĚ ŝƚƐ eŵƉůŽǇeeƐ ŵĂŬe ŶŽ ŐƵĂƌĂŶƚeeƐ͕ ŝŵƉůŝeĚ Žƌ ŽƚŚeƌǁŝƐe ĂƐ ƚŽ ƚŚe ĂĐĐƵƌĂĐǇ Žƌ ĐŽŵƉůeƚeŶeƐƐ. te ƚŚeƌeĨŽƌe ĚŽ ŶŽƚ ĂĐĐeƉƚ ĂŶǇ ƌeƐƉŽŶƐŝďŝůŝƚŝeƐ ĂƐ ƚŽ ŝƚƐ ƵƐe. 'EdͬAPPLICANT INFORMATION ^/d >Kd/KE INFORMATION ZYh^d WZKhd^ /d/KE> /E&KZDd/KE Operations & Regulatory Management Division ● 2800 North Horseshoe Drive ● Naples, FL 34104 ● 239-252-2400 wwwFollierFountyIlgov X X X X 11/10/2025 Anthony Lober Cana Homes LLC 2393005837 anthonylober@gmail.com PL20250007070 64410680001 Page 314 of 613 S 00°09'45" E 135.00'HOLLYGATE LANE(IMPROVED) 60' R/W (P.)NORTH NAPLES HEIGHTS (P.)OHP OHP OHP OHP OHP OHP OHP OHP OHP PLPLPLPLPLPLPLPLSET 1/2"I.R. LB7502SET 1/2"I.R. LB7502SET 1/2"I.R. LB7502FND. 5/8"I.R. NO I.D.SDS89°55'10"E 60.00'N 00°09'45" W 135.00'N89°55'10"W 60.00'CLCLM.H.TBM #2 ELEV. = 11.87'LOT 21BLOCK BLOT 19BLOCK BMHEL : 0'-0" (14.46' NAVD) FINISHED FL. EL : -0'-6" (NAVD 13.96')LANAI LOW PT. EL : - 0 ' - 4 " ( N A V D 1 4 . 1 2 ' ) ENT R Y EL : 0'-0" (14.46' NAVD) A/C EQUIP. PADEL : 0'-0" (14.46' NAVD)POOL EQUIP. PAD48" X 48" NON-CLIMBABLESWIMMING POOL SAFETYGATE TO MEET CURRENT FBC,SELF CLOSING & LATCHINGH. B. A/C #2 A/C #1 H. B. H. B.H. B. POOL EQUIPMENT PAD C COPYRIGHT SOUTH FLORIDA DESIGN, INC.MIN 22"X36"ATTIC ACCESSA/H 1 INATTICGENERATOR MINI-SPLIT A/C MINI-SPLIT A/C LOT 20BLOCK B2-STORY CBSSINGLE FAMILYRESIDENCESUNSHELFSPAPOOLCOVEREDOUTDOORDININGENTRY2-CAR GARAGE1-CARGARAGE7'-8"7'-8"10'-3 3/4" 10'-6"7'-8"COVEREDOUTDOORLIVING5'-0" U.E. 10'-0" ACC. S.B.7'-6"SIDE S.B.7'-6"SIDE S.B.20'-0" REAR YARD S.B.20'-0"EDGE OF PAVEMENT30'-0"26'-0"4'-0"4'-0" 4'-0"5'-0"5'-0"7'-8"7'-8"25'-4 1/4" 25'-2" 25'-0" FRONT YARD S.B.48" X 48" NON-CLIMBABLESWIMMING POOL SAFETYGATE TO MEET CURRENT FBC,SELF CLOSING & LATCHING48" NON-CLIMBABLESWIMMING POOLSAFETY BARRIER TOMEET CURRENT FBC48" NON-CLIMBABLESWIMMING POOLSAFETY BARRIER TOMEET CURRENT FBCEL : -0'-6" (NAVD 13.96')LANAI LOW PT.EL : -1'-4" (NAVD 13.12')GARAGE LOW PT.EL : -1'-4" (NAVD 13.12')GARAGE LOW PT.EL : 0'-0" (14.46' NAVD)FINISHED FL.AH13X500AH13X500EL : 0'-0" (14.46' NAVD) GEN. PAD 12'-0"24'-0 1/2"WALKWAY24'-0"9'-0 1/8"30'-11 7/8"DRIVEWAY(PAVER FINISH)SYMBOL LEGENDWATER METERMANHOLESDSEWER DRAINUTILITY POLEOHP OHP MHSHEETDrawn By:KP/MGJob No:Date:5592301-28-2025DateNo.Revisions123SINGLE FAMILY HOME 1074 HOLLYGATE LANE NAPLES, FL 34103CONFIDENTIAL COPYRIGHT SOUTH FLORIDA DESIGN, INC.PURSUANT TO SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C., ALLCONCEPTS, IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, ANDPLANS INDICATED OR REPRESENTED BY THIS DOCUMENT ARECOPYRIGHTED BY SOUTH FLORIDA DESIGN, INC. AS SUCH ALLCONCEPTS, IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, ANDPLANS INDICATED OR REPRESENTED BY THIS DOCUMENT AREOWNED BY AND THE PROPERTY OF SOUTH FLORIDA DESIGN, INCAND WERE CREATED, EVOLVED AND DEVELOPED FOR IT'S OWN USE. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALLBE USED BY OR DISCLOSED TO ANY PERSON, ARCHITECTURAL ORENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM,SUPPLIER, OR CORPORATION FOR ANY PURPOSE WHATSOEVERWITHOUT THE WRITTEN PERMISSION OF SOUTH FLORIDA DESIGN,INC. PURSUANT TO SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C.,PROTECTION FOR AN ARCHITECTURAL WORK CREATED AS A WORKMADE FOR HIRE ON OR AFTER DECEMBER 1, 1990, LASTS FOR 95YEARS FROM THE DATE OF PUBLICATION OF THE WORK OR FOR 120YEARS FROM THE DATE OF CREATION OF THE UNPUBLISHED PLANS,WHICHEVER TERM IS LESS. WARNING: REPRODUCTION HEREOF IS ACRIMINAL OFFENSE UNDER SECTION 102 OF THE COPYRIGHT ACT,17 U.S.C.; 18 U.S.C. SEC. 506. UNAUTHORIZED DISCLOSURE MAYCONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OFI.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS, IDEAS,DESIGNS, ARRANGEMENTS, DRAWINGS, AND PLANS DISCLOSED ARECOPYRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SUBJECTOF PENDING PATENT APPLICATION. ANYONE VIOLATING THE INTENTOF THIS COPYRIGHT PROTECTION WILL BE PROSECUTED TO THEFULL EXTENT OF THE FEDERAL STATE AND LOCAL LAWS.WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL HAVEPRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALLVERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS ANDCONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OFANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWNBY THESE DRAWINGS. SHOP DRAWINGS AND OR DETAILS MUST BESUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDINGWITH FABRICATION. PERMIT SETAll construction shall be inaccordance with the 8th Edition2023 FBC Residential and localjurisdiction amendments.Written dimensions on thesedrawings have precedence overscale dimensions. Contractorsshall verify and be responsiblefor all dimensions and conditionsof the job.SFD shall be notified in writing ofany variations or discrepanciesfrom the dimensions, conditionsand specifications shown bythese drawings.03/18/25DateNo.456Reviewed:01-22-24 KP08/15/25SCALE: 1/8" = 1'-0"PROPOSED SITE PLANLOT 20, BLOCK B, OAK KNOLL, ACCORDING TOTHE PLAT THEREOF AS RECORDED IN PLAT BOOK4, PAGE (S) 42, OF THE PUBLIC RECORDS OFCOLLIER COUNTY, FLORIDA.LEGAL DESCRIPTION1074 HOLLYGATE LANENAPLES, FLORIDA 34103PROPERTY ADDRESSREFER TO STRUCTURAL DRAWINGSFLOOD ZONE2NO. OF STORIESPROPOSED HEIGHT28'-1 7/8" (MEAN ROOF HEIGHT)FINISHED LIVING FLOOR LEVELREFER TO DRAINAGE PLANFINISHED GRADE ELEVATIONPROJECT DATACODE REFERENCE8TH EDITION 2023 FBC RESIDENTIALCONSTRUCTION TYPE"V-b" UNPROTECTEDDESIGNED FOR APPLICABLEWIND LOADFLOOD ZONE X500 & AH 13AVERAGE CROWN OF ROAD14.46' (NAVD)11.79' (NAVD) GENERAL NOTES1. THE CONTRACTOR/BUILDER SHALL VERIFY THE SITELAYOUT AND NOTIFY THE DESIGNER OF ANYDISCREPANCIES BEFORE START OF CONSTRUCTION.2. SURVEY WAS PROVIDED BY OWNER AND PREPARED BY:BENCHMARK LAND SERVICES, INC.1807 J & C BOULEVARDNAPLES, FL 34109PH: 239-591-07783. THE CONTRACTOR/BUILDER SHALL PROVIDE CONDUITUNDER PAVED AREAS FOR IRRIGATION, TELEPHONE, TV& GAS AS REQUIRED.4. REFER TO DRAINAGE PLAN BY LANDSCAPE ARCHITECTOR ENGINEER FOR GRADING AND WATER DRAINAGEINFORMATION.5. GENERAL CONTRACTOR / BUILDER IS RESPONSIBLE TOENSURE THAT ALUMINUM SCREEN ENCLOSURE MEETSOR EXCEEDS THE RESIDENTIAL SWIMMING POOLSAFETY ACT, AS DOCUMENTED IN FLORIDA STATUTESSEC. 515.21-515.37.6. COORDINATION OF CONSTRUCTION INCLUDINGVERIFICATION OF DIMENSIONS AND FIELD CONDITIONSIS THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER.ANY DISCREPANCIES SHALL BE BROUGHT TO THEATTENTION OF SOUTH FLORIDA DESIGN AND RESOLVEDPRIOR TO START CONSTRUCTION.7. REFER TO LANDSCAPE DRAWINGS FOR DETAILEDINFORMATION ON POOL DECK AND WALKWAYS,DRIVEWAYS AND LANDSCAPE LIGHTING.1. SWIMMING POOL MUST BE ENCLOSED WITH A SAFETYBARRIER. THE TOP OF THE BARRIER SHALL BE ATLEAST 48 INCHES (1219 MM) ABOVE GRADE MEASUREDON THE SIDE OF THE BARRIER WHICH FACES AWAYFROM THE SWIMMING POOL. THE MAXIMUM VERTICALCLEARANCE BETWEEN GRADE AND THE BOTTOM OFTHE BARRIER SHALL BE 2 INCHES (51 MM) MEASUREDON THE SIDE OF THE BARRIER WHICH FACES AWAYFROM THE SWIMMING POOL. WHERE THE TOP OF THEPOOL STRUCTURE IS ABOVE GRADE THE BARRIER MAYBE AT GROUND LEVEL OR MOUNTED ON TOP OF THEPOOL STRUCTURE. WHERE THE BARRIER IS MOUNTEDON TOP OF THE POOL STRUCTURE, THE MAXIMUMVERTICAL CLEARANCE BETWEEN THE TOP OF THEPOOL STRUCTURE AND THE BOTTOM OF THE BARRIERSHALL BE 4 INCHES (102 MM).2. ACCESS GATES, WHEN PROVIDED, SHALL BESELF-CLOSING AND SHALL COMPLY WITH THEREQUIREMENTS OF SECTIONS R4101.17.1.1 THROUGHR4101.17.1.7 AND SHALL BE EQUIPPED WITH ASELF-LATCHING LOCKING DEVICE LOCATED ON THEPOOL SIDE OF THE GATE. WHERE THE DEVICE RELEASEIS LOCATED NO LESS THAN 54 INCHES (1372 MM) FROMTHE BOTTOM OF THE GATE, THE DEVICE RELEASEMECHANISM MAY BE LOCATED ON EITHER SIDE OF THEGATE AND SO PLACED THAT IT CANNOT BE REACHEDBY A YOUNG CHILD OVER THE TOP OR THROUGH ANYOPENING OR GAP FROM THE OUTSIDE. GATES THATPROVIDE ACCESS TO THE SWIMMING POOL MUST OPENOUTWARD AWAY FROM THE POOL. THE GATES ANDBARRIER SHALL HAVE NO OPENING GREATER THAN 1/2INCH (12.7 MM) WITHIN 18 INCHES (457 MM) OF THERELEASE MECHANISM.NOTE:POOL FENCE AND GATE TO BE PERMITTED UNDERSEPARATE BUILDING PERMIT APPLICATIONPOOL SAFETY NOTESA-1384 S.F.OUTDOOR LIVINGMAIN LIVING A/CAREA SUMMARY2,620 S.F.TOTAL A/C4,674 S.F.FIRST FLOORLIVING A/C2,054 S.F.SECOND FLOORTOTAL UNDER ROOF5,922 S.F.805 S.F.GARAGES59 S.F.COVERED ENTRYPOOL DECK771 S.F.11DESIGNATED PARKING AREA1,500 S.F.926 S.F.REQUIRED FRONT YARDDESIGNATED PARKING AREA(HATCHED AREA)PARKING AREA = (<62%)(MAXIMUM PERMITTED IS 38% OR 600 SQ. FT.)22HALF-CIRCLE TO BE LANDSCAPEDPERMEABLE PAVERS BY TREMRON OR SIMILAR TO BE USEDROW PERMIT HAS BEEN OBTAINED FOR THIS AREAPage 315 of 613 S 00°09'45" E 135.00'HOLLYGATE LANE(IMPROVED) 60' R/W (P.)NORTH NAPLES HEIGHTS (P.)OHP OHP OHP OHP OHP OHP OHP OHP OHP PLPLPLPLPLPLPLPLSET 1/2"I.R. LB7502SET 1/2"I.R. LB7502SET 1/2"I.R. LB7502FND. 5/8"I.R. NO I.D.SDS89°55'10"E 60.00'N 00°09'45" W 135.00'N89°55'10"W 60.00'CLCLM.H.TBM #2 ELEV. = 11.87'LOT 21BLOCK BLOT 19BLOCK BMHEL : 0'-0" (14.46' NAVD) FINISHED FL. EL : -0'-6" (NAVD 13.96')LANAI LOW PT. EL : - 0 ' - 4 " ( N A V D 1 4 . 1 2 ' ) ENT R Y EL : 0'-0" (14.46' NAVD) A/C EQUIP. PADEL : 0'-0" (14.46' NAVD)POOL EQUIP. PAD48" X 48" NON-CLIMBABLESWIMMING POOL SAFETYGATE TO MEET CURRENT FBC,SELF CLOSING & LATCHINGH. B. A/C #2 A/C #1 H. B. H. B.H. B. POOL EQUIPMENT PAD C COPYRIGHT SOUTH FLORIDA DESIGN, INC.MIN 22"X36"ATTIC ACCESSA/H 1 INATTICGENERATOR MINI-SPLIT A/C MINI-SPLIT A/C LOT 20BLOCK B2-STORY CBSSINGLE FAMILYRESIDENCESUNSHELFSPAPOOLCOVEREDOUTDOORDININGENTRY2-CAR GARAGE1-CARGARAGE7'-8"7'-8"10'-3 3/4" 10'-6"7'-8"COVEREDOUTDOORLIVING5'-0" U.E. 10'-0" ACC. S.B.7'-6"SIDE S.B.7'-6"SIDE S.B.20'-0" REAR YARD S.B.20'-0"EDGE OF PAVEMENT30'-0"26'-0"4'-0"4'-0" 4'-0"5'-0"5'-0"7'-8"7'-8"25'-4 1/4" 25'-2" 25'-0" FRONT YARD S.B.48" X 48" NON-CLIMBABLESWIMMING POOL SAFETYGATE TO MEET CURRENT FBC,SELF CLOSING & LATCHING48" NON-CLIMBABLESWIMMING POOLSAFETY BARRIER TOMEET CURRENT FBC48" NON-CLIMBABLESWIMMING POOLSAFETY BARRIER TOMEET CURRENT FBCEL : -0'-6" (NAVD 13.96')LANAI LOW PT.EL : -1'-4" (NAVD 13.12')GARAGE LOW PT.EL : -1'-4" (NAVD 13.12')GARAGE LOW PT.EL : 0'-0" (14.46' NAVD)FINISHED FL.AH13X500AH13X500EL : 0'-0" (14.46' NAVD) GEN. PAD 12'-0"24'-0 1/2"WALKWAY24'-0"9'-0 1/8"30'-11 7/8"DRIVEWAY(PAVER FINISH)SYMBOL LEGENDWATER METERMANHOLESDSEWER DRAINUTILITY POLEOHP OHP MHSHEETDrawn By:KP/MGJob No:Date:5592301-28-2025DateNo.Revisions123SINGLE FAMILY HOME 1074 HOLLYGATE LANE NAPLES, FL 34103CONFIDENTIAL COPYRIGHT SOUTH FLORIDA DESIGN, INC.PURSUANT TO SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C., ALLCONCEPTS, IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, ANDPLANS INDICATED OR REPRESENTED BY THIS DOCUMENT ARECOPYRIGHTED BY SOUTH FLORIDA DESIGN, INC. AS SUCH ALLCONCEPTS, IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, ANDPLANS INDICATED OR REPRESENTED BY THIS DOCUMENT AREOWNED BY AND THE PROPERTY OF SOUTH FLORIDA DESIGN, INCAND WERE CREATED, EVOLVED AND DEVELOPED FOR IT'S OWN USE. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALLBE USED BY OR DISCLOSED TO ANY PERSON, ARCHITECTURAL ORENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM,SUPPLIER, OR CORPORATION FOR ANY PURPOSE WHATSOEVERWITHOUT THE WRITTEN PERMISSION OF SOUTH FLORIDA DESIGN,INC. PURSUANT TO SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C.,PROTECTION FOR AN ARCHITECTURAL WORK CREATED AS A WORKMADE FOR HIRE ON OR AFTER DECEMBER 1, 1990, LASTS FOR 95YEARS FROM THE DATE OF PUBLICATION OF THE WORK OR FOR 120YEARS FROM THE DATE OF CREATION OF THE UNPUBLISHED PLANS,WHICHEVER TERM IS LESS. WARNING: REPRODUCTION HEREOF IS ACRIMINAL OFFENSE UNDER SECTION 102 OF THE COPYRIGHT ACT,17 U.S.C.; 18 U.S.C. SEC. 506. UNAUTHORIZED DISCLOSURE MAYCONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OFI.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS, IDEAS,DESIGNS, ARRANGEMENTS, DRAWINGS, AND PLANS DISCLOSED ARECOPYRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SUBJECTOF PENDING PATENT APPLICATION. ANYONE VIOLATING THE INTENTOF THIS COPYRIGHT PROTECTION WILL BE PROSECUTED TO THEFULL EXTENT OF THE FEDERAL STATE AND LOCAL LAWS.WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL HAVEPRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALLVERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS ANDCONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OFANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWNBY THESE DRAWINGS. SHOP DRAWINGS AND OR DETAILS MUST BESUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDINGWITH FABRICATION. PERMIT SETAll construction shall be inaccordance with the 8th Edition2023 FBC Residential and localjurisdiction amendments.Written dimensions on thesedrawings have precedence overscale dimensions. Contractorsshall verify and be responsiblefor all dimensions and conditionsof the job.SFD shall be notified in writing ofany variations or discrepanciesfrom the dimensions, conditionsand specifications shown bythese drawings.03/18/25DateNo.456Reviewed:01-22-24 KP08/15/25SCALE: 1/8" = 1'-0"PROPOSED SITE PLANLOT 20, BLOCK B, OAK KNOLL, ACCORDING TOTHE PLAT THEREOF AS RECORDED IN PLAT BOOK4, PAGE (S) 42, OF THE PUBLIC RECORDS OFCOLLIER COUNTY, FLORIDA.LEGAL DESCRIPTION1074 HOLLYGATE LANENAPLES, FLORIDA 34103PROPERTY ADDRESSREFER TO STRUCTURAL DRAWINGSFLOOD ZONE2NO. OF STORIESPROPOSED HEIGHT28'-1 7/8" (MEAN ROOF HEIGHT)FINISHED LIVING FLOOR LEVELREFER TO DRAINAGE PLANFINISHED GRADE ELEVATIONPROJECT DATACODE REFERENCE8TH EDITION 2023 FBC RESIDENTIALCONSTRUCTION TYPE"V-b" UNPROTECTEDDESIGNED FOR APPLICABLEWIND LOADFLOOD ZONE X500 & AH 13AVERAGE CROWN OF ROAD14.46' (NAVD)11.79' (NAVD) GENERAL NOTES1. THE CONTRACTOR/BUILDER SHALL VERIFY THE SITELAYOUT AND NOTIFY THE DESIGNER OF ANYDISCREPANCIES BEFORE START OF CONSTRUCTION.2. SURVEY WAS PROVIDED BY OWNER AND PREPARED BY:BENCHMARK LAND SERVICES, INC.1807 J & C BOULEVARDNAPLES, FL 34109PH: 239-591-07783. THE CONTRACTOR/BUILDER SHALL PROVIDE CONDUITUNDER PAVED AREAS FOR IRRIGATION, TELEPHONE, TV& GAS AS REQUIRED.4. REFER TO DRAINAGE PLAN BY LANDSCAPE ARCHITECTOR ENGINEER FOR GRADING AND WATER DRAINAGEINFORMATION.5. GENERAL CONTRACTOR / BUILDER IS RESPONSIBLE TOENSURE THAT ALUMINUM SCREEN ENCLOSURE MEETSOR EXCEEDS THE RESIDENTIAL SWIMMING POOLSAFETY ACT, AS DOCUMENTED IN FLORIDA STATUTESSEC. 515.21-515.37.6. COORDINATION OF CONSTRUCTION INCLUDINGVERIFICATION OF DIMENSIONS AND FIELD CONDITIONSIS THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER.ANY DISCREPANCIES SHALL BE BROUGHT TO THEATTENTION OF SOUTH FLORIDA DESIGN AND RESOLVEDPRIOR TO START CONSTRUCTION.7. REFER TO LANDSCAPE DRAWINGS FOR DETAILEDINFORMATION ON POOL DECK AND WALKWAYS,DRIVEWAYS AND LANDSCAPE LIGHTING.1. SWIMMING POOL MUST BE ENCLOSED WITH A SAFETYBARRIER. THE TOP OF THE BARRIER SHALL BE ATLEAST 48 INCHES (1219 MM) ABOVE GRADE MEASUREDON THE SIDE OF THE BARRIER WHICH FACES AWAYFROM THE SWIMMING POOL. THE MAXIMUM VERTICALCLEARANCE BETWEEN GRADE AND THE BOTTOM OFTHE BARRIER SHALL BE 2 INCHES (51 MM) MEASUREDON THE SIDE OF THE BARRIER WHICH FACES AWAYFROM THE SWIMMING POOL. WHERE THE TOP OF THEPOOL STRUCTURE IS ABOVE GRADE THE BARRIER MAYBE AT GROUND LEVEL OR MOUNTED ON TOP OF THEPOOL STRUCTURE. WHERE THE BARRIER IS MOUNTEDON TOP OF THE POOL STRUCTURE, THE MAXIMUMVERTICAL CLEARANCE BETWEEN THE TOP OF THEPOOL STRUCTURE AND THE BOTTOM OF THE BARRIERSHALL BE 4 INCHES (102 MM).2. ACCESS GATES, WHEN PROVIDED, SHALL BESELF-CLOSING AND SHALL COMPLY WITH THEREQUIREMENTS OF SECTIONS R4101.17.1.1 THROUGHR4101.17.1.7 AND SHALL BE EQUIPPED WITH ASELF-LATCHING LOCKING DEVICE LOCATED ON THEPOOL SIDE OF THE GATE. WHERE THE DEVICE RELEASEIS LOCATED NO LESS THAN 54 INCHES (1372 MM) FROMTHE BOTTOM OF THE GATE, THE DEVICE RELEASEMECHANISM MAY BE LOCATED ON EITHER SIDE OF THEGATE AND SO PLACED THAT IT CANNOT BE REACHEDBY A YOUNG CHILD OVER THE TOP OR THROUGH ANYOPENING OR GAP FROM THE OUTSIDE. GATES THATPROVIDE ACCESS TO THE SWIMMING POOL MUST OPENOUTWARD AWAY FROM THE POOL. THE GATES ANDBARRIER SHALL HAVE NO OPENING GREATER THAN 1/2INCH (12.7 MM) WITHIN 18 INCHES (457 MM) OF THERELEASE MECHANISM.NOTE:POOL FENCE AND GATE TO BE PERMITTED UNDERSEPARATE BUILDING PERMIT APPLICATIONPOOL SAFETY NOTESA-1384 S.F.OUTDOOR LIVINGMAIN LIVING A/CAREA SUMMARY2,620 S.F.TOTAL A/C4,674 S.F.FIRST FLOORLIVING A/C2,054 S.F.SECOND FLOORTOTAL UNDER ROOF5,922 S.F.805 S.F.GARAGES59 S.F.COVERED ENTRYPOOL DECK771 S.F.11DESIGNATED PARKING AREA1,500 S.F.926 S.F.REQUIRED FRONT YARDDESIGNATED PARKING AREA(HATCHED AREA)PARKING AREA = (<62%)(MAXIMUM PERMITTED IS 38% OR 600 SQ. FT.)22The area inside of the blue area is 40% or 600sqft. This is what would be compliant with LDC Section 4,05,03.A.Page 316 of 613 1 John Kelly From:John Kelly Sent:Tuesday, February 24, 2026 10:57 PM To:John Kelly Subject:VA-PL20250007070 - 1074 Hollygate Ln - Public Hearing Sign Posting 02242026 Attachments:Photo 1.jpg; Photo 2.jpg I, John Kelly, personally posted the required Public Hearing Sign to the front of the subject property, immediately adjacent to the public right-of-way at approximately 4:11 PM this date as evidenced by the attached photos. Respectfully, John Kelly Planner III Zoning Office:239-252-5719 2800 N Horseshoe Dr. Naples, Florida 34104 John.Kelly@collier.gov My email address has changed. Effective immediately, please update your contact list to use this new address: John.Kelly@collier.gov Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. Page 317 of 613 Page 318 of 613 Page 319 of 613 Page 320 of 613 Page 321 of 613 3/13/2026 Item # 3.D ID# 2026-460 PETITION NO. PL20240001414 BD Long Dock -259 3rd ST- Request for a 24-foot boat dock extension from the maximum permitted protrusion of 20 feet allowed by Section 5.03.06.E.1 of the Collier County Land Development Code (LDC) for waterways greater than 100 feet in width, to allow a boat docking facility protruding a total of 44 feet into a waterway that is 200± feet wide, for a proposed dock facility within a Residential Single-Family-4 (RSF-4) zoning district. The subject property is located at 259 3rd Street, also known as Lots 24 and 25, Block C, Unit No. 1 Little Hickory Shores, in Section 5, Township 48 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Planner III] Commissioner District 2 ATTACHMENTS: 1. Staff Report 02172026 2. Attachment A - Proposed Dock and Site Plans 3. Attachment B - Survey Sketch of Survey 4. Attachment C - Applicant's Backup, Application and Supporting Documents 5. Attachment D - Public Hearing Sign Posting 02242026 6. Attachment E - Publication Confirmation Page 322 of 613 BD-PL20240001414; 259 3rd Street Page 1 of 7 February 17, 2026 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: ZONING DIVISION – ZONING SERVICES SECTION GROWTH MANAGEMENT COMMUNITY DEVELOPMENT DEPARTMENT HEARING DATE: MARCH 13, 2026 SUBJECT: BD-PL20240001414, 259 3RD STREET – BONITA SPRINGS, LONG DOCK ____________________________________________________________________________ PROPERTY OWNER/APPLICANT: AGENT: Charles Joseph Long, Jr. Birgitt Dagge and Cynthia Lou Long Overall Marine Services 259 3rd St. 5940 Youngquist Rd. Bonita Springs, FL 34134 Fort Myers, FL 34912 REQUESTED ACTION: The applicant is requesting a 24-foot boat dock extension from the maximum permitted protrusion of 20 feet allowed by Section 5.03.06.E.1 of the Collier County Land Development Code (LDC) for waterways greater than 100 feet in width, to allow a boat docking facility protruding a total of 44 feet into a waterway that is 200 ± feet wide, for the subject property. GEOGRAPHIC LOCATION: The subject property, 259 3rd Street, is comprised of two platted lots that have been combined for development purposes. Said property is further described as Lots 24 and 25, Block C, Unit No. 1 Little Hickory Shores, according to the plat thereof as recorded in Plat Book 3, Page 6, Public Records of Collier County, Florida, in Section 5, Township 48 South, Range 25 East, Collier County, Florida. (see location map on the following page) PURPOSE/DESCRIPTION OF PROJECT: The subject property comprises 0.29 acres, located within a Residential Single-Family-4 (RSF-4) Zoning District upon which a single-family residence has been constructed. The petitioner now seeks to add a new shore-perpendicular dock facility with two slips and boatlifts, one for a 36- foot catamaran and the other for a 27-foot vessel, that will protrude 44 feet into Little Hickory Bay, which is between 200 and 300 feet wide at this location. The property has 186.4 feet of waterfrontage; therefore, 15-foot side setbacks are required and will be satisfied. Page 323 of 613 Page 2 of 7 BD-PL20240001414; 259 3rd Street February 17, 2026 Page 324 of 613 BD-PL20240001414; 259 3rd Street Page 3 of 7 February 17, 2026 SURROUNDING LAND USE & ZONING: North: Little Hickory Bay waterway, then Preserve, Little Hickory Bay PUD East: Single-family residence within a Residential Single-Family-4 (RSF-4) zoning district South: 3rd Street (Right-of-Way) then a boat launch area within a Residential Single- Family-4 (RSF-4) zoning district West: unimproved Boat Dock Lot within a Residential Single-Family-4 (RSF-4) zoning district Aerial (Collier County GIS) ENVIRONMENTAL EVALUATION: Environmental Planning Staff has reviewed this petition and has no objection to the granting of this request. The property is located adjacent to Little Hickory Bay, a natural water body. The proposed docking facilities will be constructed seaward of the sea walled shoreline; there will be no impacts to native vegetation. A survey provided by the applicant found no submerged resources within 200 feet of the proposed docking facility (Submerged Resource Survey exhibit sheet 9 of 9). Page 325 of 613 BD-PL20240001414; 259 3rd Street Page 4 of 7 February 17, 2026 This project does not require an Environmental Advisory Council (EAC) review because it does not fall within the EAC's 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. 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.) Criterion met. The subject property is improved with a single-family residence located within a residential single-family-4 (RSF-4) zoning district; therefore, the proposed two slips are deemed an appropriate quantity. 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 water depth along the seawall is too shallow for the owners’ boats. The proposed boats require a minimum draft of between .5 to 3.5 ft. Additionally, the boat lift cradle requires an additional 2.8 ft of clearance below the boat, resulting in a total depth requirement of 5.3 to 6.4 ft. The larger of the two, the Aquila 36 boat, has a hull draft of at least 2.5 feet with the engines raised and 3.5 feet with engines down. The allowance for the boat lift cradle is 2.8 feet. Installing a dock parallel to the shore within Collier County’s limits would place the lift in 3 or 4 feet of water at low tide, making engine operation impossible. Additionally, the boats and parallel docks would exceed the dock's limitations. Thus, the proposed perpendicular dock design ensures safe access and allows the boat’s engines to operate efficiently.” Staff concur. 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 Page 326 of 613 BD-PL20240001414; 259 3rd Street Page 5 of 7 February 17, 2026 intrude into any marked or charted navigable channel, thus impeding vessel traffic in the channel.) Criterion met. The applicant’s agent states: “The waterway at the proposed dock has no navigable marked channels. The distance from the wet face of the property’s seawall to the opposite shore is between 200 and 300 feet, well below the 25% guideline. Therefore, it will not adversely impact navigation within the channel.” Staff concur. 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 applicant’s agent states: “Based on the aerial map, the waterway measures from 200 feet to 300 feet at the proposed site of the dock. The dock, boats, outboard motors, and related accoutrements would extend 44 feet into the waterway. The most restrictively measured 200-foot protrusion is less than the 25% guideline. Therefore, the current navigability is preserved. The opposite shoreline is a designated reserve without any dock protrusions. In addition, the dock facility is located toward the east end of the property where the waterway is widest.” Zoning staff notes that the narrowest distance between the two shorelines is 200 feet; the proposed dock facility will protrude 44 feet into said waterway, or 22%. As no docks are anticipated on the opposite shore, 78% of the waterway will be preserved 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.) Criterion met. The submitted plans reveal no impediments with neighboring dock facilities. 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 a type of shoreline reinforcement, shoreline configuration, mangrove growth, or seagrass beds.) Criterion met. The applicant’s agent states: “The dock has been placed at the proposed location primarily so that the dock would not protrude into the narrow area where the Wiggins Pass Estuary descends into the Little Hickory Bay. At its current location, the dock allows the boat to back out and enter the waterway without interfering with the mangroves and other natural growth in the estuary. Please refer to pages 2 and 3 of the site plan for waterway measurements at critical points. Further, the proposed configuration would not interfere with mangrove growth or seagrass beds.” Staff concurs. Page 327 of 613 BD-PL20240001414; 259 3rd Street Page 6 of 7 February 17, 2026 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 dock will provide safe access to boats. The deck by the seawall will be 4 feet wide, with dock fingers 3 feet wide. The longer fingers will be 38 feet long and 3 feet wide, while the smaller finger will be 27 feet long by 3 feet wide. These dimensions are not excessive but rather typical for the dock’s intended use.” Staff concur. 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.) Criterion met. The subject location enjoys 186.4 feet of waterfrontage. Two vessels are proposed: one of 36 feet and the other of 27 feet, for a total of 63 feet, which accounts for 33.8% of the waterfront area. 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.) Criterion met. The applicant’s agent states: “The new dock will not have a major impact on the waterfront view of the neighboring property owners. To the north of the site is an uninhabited estuary, to the south is the owner’s private residence, followed by a road and another waterway. To the east is a residential home whose view will not be affected by the dock, to the west is a boat dock lot followed by residences well beyond the view of the subject dock.” Staff concur. 5.Whether the proposed dock facility will impact seagrass beds. (If seagrass beds are present, compliance with subsection 5.03.06.J of the LDC must be demonstrated.) Criterion met. The submerged resources survey provided indicates that no seagrass beds exist within the footprint of the dock. The proposed dock facility will not affect any seagrass beds. 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 not applicable. The provisions of the Collier County Manatee Protection Plan do not apply to individual docks behind individual residences. Page 328 of 613 BD-PL20240001414; 259 3rd Street Page 7 of 7 February 17, 2026 Staff analysis finds this request satisfies five of the five Primary Criteria and five of the six Secondary Criteria, with the sixth criterion not applicable. Staff also notes that the applicant’s agent provided three letters of no objection; please refer to pages 37-39 of Attachment C. CONCURRENT LAND USE APPLICATIONS: There are no concurrent land use applications under review at present. APPEAL OF BOAT DOCK EXTENSION: As to any boat dock extension petition upon which the Hearing Examiner takes action, an aggrieved party 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. If the Hearing Examiner has approved the petition, 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 before the authorization is granted shall be at their own risk. STAFF RECOMMENDATION: Based on the above findings, Staff recommend that the Hearing Examiner APPROVE Petition BD-PL20240001414, to allow for the construction of the proposed dock facility, as depicted within the exhibits contained in Attachment A. Attachments: A)Proposed Dock and Site Plans B)Map of Site Plan Survey C)Applicant’s Backup: application and supporting documents D)Public Hearing Sign Posting E)Publication Confirmation Page 329 of 613 Sheet 1 JOHN E LUTHER Page 330 of 613 �----,·- ... � sar,•oo" each8onla 0 <;onngs L � Bo Q Beac�"' � BAREFOOT BEACH w,ggrns Pass Estuarine Area and Coco hatchet> lla<VIIIVS. fl<c>\GUIG!I> &101 0 1ta11an D,n,ng .,. Rural King WT11'l7'$; r.-SUnshloe I a �: i:ltenter Q Mel s o,ner - VANDERBILT iBOMS Spllnl)S LAKES 15 0 �udubOn c .n mry CJull I 1 i � • ��eriturnrture County Use Only LITTLE HICKORY BAY IMM 27,000 LBS Boat Lift NATURAL WATERWAY (SALTWATER) J.0' ----• ------------• -----------. --• ---------------• ------------• ------• ------------• ---• -----• --• ---------• -• --• -----------• ---• ---------• ---------• --• ------------• ------• ----• ----------------w • --- -• -• -I::!, I ;Q 11� -�l:, ....,, ll �: � ti;l: 18 .. 5------�--q :·i-------·11 ------------------------------r-----------------------------------------r I li O' STANDAA.D PROllJSICT\I LIMIT Retractable l!: n:: FOR COLL!ffi CQINlY Aluminum :;; ' Ladder ' •Dock Elevation To Be Level With Seawall Cap Unless Otherwise Specified• *Pil es To Be Wrapped From Below Mud line to l' Above M.H.W.L* IMM 10,000 LBSb Boat Lift co With 14' Cradle � COPYRIGHT OF O.M.S 2025 NO: BUILD ZONE PROPOSED SCOPE OF WORK: DESIGN FOR OVERALL MARINE SERVICES PERMITTING ONLY CONTRACTOR MUST BE NOTIFIED OF ANY CHANGES JOHN E LUTHER FL PROFESSIONAL ENGINEER Florida PE License #34304 4361 Pine Meadow Lane Sarasota Florida 34233 941)320-2278 This item has been digitally signed and sealed by John E. Luther PE# 34304 on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. DRAWN BY: CHURCHIL RODRIGUEZ 1.Const ruct+/-488 square foot dock with 5/4" x 6" WearDeck decking. Stainless steel hardware throughout. �P ... H .. : -��--2�3�9-_3�2_2-_2_66_1�--"'1 EM: lnfo@overalloutdoorservices.com 2.Install a new retractable aluminum ladder included. 3. Install 10,000LBS IMM Boat lift with 12' cradle on four (4) new 10" lift piles. 4. Install 27,000LBS IMM Boat lift with 17' cradle on fou r (4) new 10" lift piles. 5.All measur ements to be field verified. 1st Generation Marine Contractors Office Number: 239-322-2661 SCALE: Not To Scale ME ASUREMENTS AND PILING LOCATION APPROXIMATED CUSTOMER NAME Chuck Long SITE ADDRESS 259 3rd St, Bonita Spr ings, FL 34134 PHONE DATE REVISION DATE 05/06/25 12/19/25 SHEET 2 Page 331 of 613 JOHN E LUTHER FL PROFESSIONAL ENGINEER Florida PE License #34304 4361 Pine Meadow Lane Sarasota Florida 34233 941)320-2278 This item has been digitally signed and sealed by John E. Luther PE# 34304 on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. PROPOSED SCOPE OF WORK: 1. Construct+/-488 square foot dock with 5/4" x 6" WearDeck decking. Stainless steel hardware throughout. 2.Install a new retractable aluminum ladder included. 3.Install 10,000LBS IMM Boat lift with 14' cradle on four (4) new 10" lift piles. 4. Install 27,000LBS IMM Boat lift with 17' cradle on four (4) new 10" lift piles. 5.All measurements to be field verified. CONTRACTOR MUST COPYRIGHT OF 0.M.S 2025 BE NOTIFIED OF DESIGN FOR OVERALL MARINE SERVICES PERMITTING ONLY ANY CHANGES DR N BY: HURCHIL DRIGU SCALE: NOT TO SCALE PH: 239-322-2661 MEASUREME NTS AND PILING EM: lnfo@overalloutdoorservices.com 1st Generation Marine Contractors Office Number: 239-322-2661 LOCATION APPROXIMATED CUSTOMER NAME C c Log SIT ADDRESS 259 3rd St, Bonita Springs, FL 34134 PHONE DATE REVISION DA TE 05/07/25 12/19/25 SHEET3 Page 332 of 613 JOHN E LUTHER FL PROFESSIONAL ENGINEER Florida PE License #34304 4361 Pine Meadow Lane Sarasota Florida 34233 941) 320-2278 This item has been dig itally signed and sealed by John E. Luther PE# 34304 on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Notes: NOTES: All water depths and dredge elevations are referenced to MLW survey conducted by Overall Outdoor and Marine Services on 5/8/25 at 5:30pm. Applicant Owned shoreline (Approx. LF): 186 ft Existing overwater structure (Approx SF): 0 Width of waterway, seawall to MHW (Approx): Varies 200 ft to 300 ft NOAA Tidal Datum: MHW (NAVO)= 0.33 ft MLW (NAVO)= -1.37 ft Proposed overwater structure (Approx. SF): 488 sq ft Total overwater structure (Approx. SF):488 sq ft Total protrusion from seawall: 44 ft COPYRIGHT OF 0.M.S 2025 DESIGN FOR OVERALL MARINE SERVICES PERMITTING ONLY CONTRACTOR MUST BE NOTIFIED OF ANY CHANGES D W BY: C URC IL O RIGU H: 39-322-661 EM: lnfo@overalloutdoorservices.com 1st Generation Marine Contractors Office Number: 239-322-2661 SCALE: NOT TO SCALE MEASUREMENTS AND PILING LOCATION APPROXIMATED CUSTOMER NAME Chuck Long SITE ADDRESS 259 3rd St, Bonita Springs, FL 34134 PHONE DATE REVISION DATE 05/07/25 12/19/25 SHEET 4 Page 333 of 613 JOHN E LUTHER FL PROFESSIONAL ENGINEER Florida PE License #34304 4361 Pine Meadow Lane Sarasota Florida 34233 941)320-2278 This item has been digitally signed and sealed by John E. Luther PE#34304 on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. LEGEND 8 • rolJIID DRtu. HO!E IN SfAll'AU. 0 • rowD S/B" RUWI NID CJP -'l'tS sw· 0 • rolJIID 1/2" RUWI • NO IDOITIRCATKIH 0 • SET 5/B" RUWI NKJ CN' - '!>S.11 5650 PSU 5162• • • SET 5/B" RUWI ANO CN' -"ol!T COIi LB 6896" (II) s F/£1..D � OITA (P) • R8XIRIJ PUT OITA X -a.1 • • SPOT EUVAll'.W SURVEYOR'S NOTES I. f/£JRINGS SHOWN HU!£0H All£ 8'SW UPON 11£ NOff1HfRLY UIIC OF 1HIRO srR£U "'""" A RE<X!IIO 8£ARfNC OF HIIJ"J8'5o't AS GMN OH 11£ R£PIAT OF UW7 NO. J, umE HICKORr SHORES, REOORf)f1) IN PU.T BOOK 6, PIIX: 2. OF 1Hf PUWC R£IXlllOS OF COWER CtJIJNIY, Fl.0///fJA. 2. NO UHWIGROUND Mil'f10IOl£NIS OR FOO/IOAOONS 11£11£ I.OCA!W !/HOER Tl£ SCOP£ OF TlfS SU/MY. J. TlfS PARa!. UfS IN Fl.000 ZOH£ "AE"' 8'SW OH n:w. F.UIJI. >W' PANO. 12021CQl'911, Ol!W ll<Y 16, 2012. 1HS PARa!. HAS A - Fl.000 EU\IATKIH OF to.o· (HO\O '88� 4. 80UICJNrr 11/FORM<IJOH 5HOll9I HER£OH IS 8'SW UFON 1Hf l/f1XJI/D PIAT NIJ � DfSCRf'OON Pl<IMD!D, NO 5£4/!CH OF 1HfPUIIJC R8XIRIJ WAS PfRF0RIJ£D /ff TlfS SUMYOR. THfR£ M<Y Bf: OTHER SCT8'CICS Nl>/OR fASEllENIS NOT - 11) 1HS SUM'rl'.JR. 5. 111£ srR£U NXJR£SS IS; 259 '111/RO srR£U 11£$1' NN'US, IU)Rj(M :Ul:U 8. ELEVATIONS SHO'IIN HERCOH All£ RfFUlfNW/ ro IHI: NORIII AllUlfCAN IO!l1CAL OlllJII OF 19118 (HO\O '88). EU\IAIJOHS A/1£ 8'SW IIPOH ll£NCHIIAR,r "8"1 526!l £ TII.W. 1978" KIIINC A R£<X!IIO ElfVAIJOH OF J.5J' (HO\O '88). MAP OF AS-BUILT SURVEY OF WIS 24 & lS; BLOCK -C: UITLE JHCKORY SHORES UNIT l AND WIS 1 & .Z OF LOT �� REPLAT OF UNIT Na 3 UITLE JHCKORY SHORES, ALL LYING IN SF.CTION i TOWNSHIP 48 soum RANGE 25 FAIT, t OIUPHIC ac.ua Applicant owns an add itional lot COLLIER. COUN1Y, FLORIDA that is not part of this petition as the properties have not been dueled together for development. f/1,£0,CClfrOIEJl' SfAMJ.JR)IEJ#""" IlI'IIB HlCKOR.Y 1AGOON """' PIA!III) ='\ ----------�; _____________ _,.--- • !'�l_/ / .... �.,,... ♦ ,, _,_.,cu /., ,,, •-c. // , - ---IIUlltJO ----�-----,,. � --------\ SEAIIMtl. LOT1#2 I I ---------:,, ,J_j' "PAVDlfNT I --"""""""""' .... t±l' -··· / 60d "'1l .t DISK - '!l,tw INC LB 6896" SET 1H 1Ht NORIII SID£ OF POM1I /'CH El£VAllOH • 6.80' ("'Ill '88) / / / / ! �lltJHT-oF•OMF£RUT11EIIOllllll'stan ,,... �/ .,.,,.,.,, ,..., _�-· IlI'IIB HICKORY SHORFS COMMUN1IY PARK LEGAL DESCRIPTION WTS 24 It 25, BlDCK '!;", UM1' NO. 1, um.E /IICKORY SHOR(S AS Pf1I 1Ht RE<X!IIO PU.T TH£R£OF R£CORD£D IN PU.T BOOK J. Pl« 6, OF IHC PUBUC R£COROS OF COWER COOH1Y, Fl.� llJGE1Ha! llfflt WTS I .t 2, OF WT "A", R£PU.T OF WT NO. J. um.E l«K<IHf SHORES, AS Pf1I 711£ R£CORD PU.T THEl!IDF REOORf)f1) IN PU.T BOOK 6, PNX 2, OF Tl£ PU6UC R£IXlllOS OF COWER CIJVNIY, fUlROl \ -------------- IlI'IIB HICKORY &Y '---------------------------------------------------------------------------' COPYRIGHT OF O.M.S 2025 Ji ,:11 l Ji;, , m1 i i;lg NOTES: DESIGN FOR OVERALL MARINE SERVICES PERMITTING ONLY CONTRACTOR MUST BE NOTIFIED OF ANY CHANGES DRAWN BY: CHURCHIL RODRIGUEZ 239-322-2661 EM: lnfo@overalloutdoorservices.com Survey For Reference Only 1st Generation Marine Contractors Office Number: 239-322-2661 SCALE: Not To Scale MEASUREMENTS AND PILING LOCATION APPROXIMATED CUSTOMER NAME Chuck Long SITE ADDRESS 259 3rd St, Bonita Springs, FL 34134 PHONE DATE REVISION DATE 05/06/25 12/19/25 SHEET 5 Page 334 of 613 Cross-section at large boat deck 4' I PILE �TYP) I 3.1' --�-L-J +-DOCK ELEV. I +---- 1 ---- I MHW I0.33' MLW -1.37' V-1c\ r-----------� I I I I I I I I + I I Notes: Fully loaded boat draft =2.5' Draft with motors down = 3.5' Boat lift cradle (allowance)= 2.8' Depth @ bottom of the boat I I -+---- 1 I I 38' I I � I I � Lift cradle allowance I 1 Motors down I(5]) I�------ 1 I I I (fa) @ Depth measurement Mean LLW = -1.81' JOHN E LUTHER FL PROFESSIONAL ENGINEER Florida PE License #34304 4361 Pine Meadow Lane Sarasota Florida 34233 941)320-2278 This item has been digitally signed and sealed by John E. Luther PE# 34304 on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Depth Cross-Section COPYRIGHT OF O.M.S 2025 DESIGN FOR OVERALL MARINE SERVICES PERMITTING ONLY CONTRACTOR MUST BE NOTIFIED OF ANY CHANGES DRAWN BY: CHURCHIL RODRIGUEZ PH: 239-322-2661 EM: lnfo@overalloutdoorservices.com � OMI .u:2, II -U -MmlAIIIRYm 1st Generation Marine Contractors Office Number: 239-322-2661 MEASUREMENTS AND PILING LOCATION APPROXIMATED CUSTOMER NAME Chuck Long SITE ADDRESS 259 3rd St, Bonita Springs, FL 34134 PHONE DATE REVISION DATE 05/12/25 12/19/25 SHEET6 Page 335 of 613 re r ;t Aquila '36 Sport Power Catamaran Specificati ons Longth ovnra!I w, swlm ptotforrn (.ox.cl. m10hor roller) HU length eeamoveretr Leng!h of waterllna Hefght obove water ne w/ herd top (9)(c ludes alectJJcs and slectronlcs) Hu draft (motora vp) Ofy dlspl�ccment Fl.!ly loaded displacemertt Optoinal ruirw enclosed version add SIHf]S Mox passongars COblnB Httc:td� Showers Tankage 10.sa M , ae• o•• 4AS M / 14'7' 9.3 M f �o• Q" 3.05 M I 10' O" 80 CM I 2' O" 6,609 KG I 14.688 LB 8,785 KG I 2'115'12 lB 400 l<G I BOO lD 4 26 2 2 2 Fuel lank (Bf?plOXJ ��2x 625 -1250 L / 2x 185 = 330 GAL Water tank standard (appn::»<J Ho-..:ling ta1ik (itpprox.) JOHN E LUTHER FL PROFESSIONAL ENGINEER Florida PE License #34304 4361 Pine Meadow Lane Sarasota Florida 34233 941)320-2278 This item has been digitally signed and sealed by John E. Luther PE# 34304 on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 200 l / 62 OAL 2x O O l / 2X 21 GAL Vessel Information COPYRIGHT OF O.M.S 2025 DESIGN FOR OVERALL MARINE SERVICES PERMITTING ONLY CONTRACTOR MUST BE NOTIFIED OF ANY CHANGES DRAWN BY: CHURCHIL RODRIGUEZ PH: 239-322-2661 EM: lnfo@overalloutdoorservices.com 1st Generation Marine Contractors Office Number: 239-322-2661 CUSTOMER NAME Chuck Long SITE ADDRESS 259 3rd St, Bonita Spr ings, FL 34134 PHONE DATE REVISION DATE 05/12/25 12/19/25 SHEET 7 For information only Page 336 of 613 Page 337 of 613 PAGE 2 OF 3 SURVEY SKETCH OF SURVEY NOT FOR FENCE CONSTRUCTION NOT FOR CONSTRUCTION NOT FOR DESIGN NOT FOR ENGINEERING DESIGN PHOTO PAGE REVISIONS PROJECT NO. N/A 45-85013 BONITA SPRINGS, FLORIDA 34135 F.L.A. SURVEYS CORP.NAPLES, FLORIDA 34104 DRAWN BY: LFD PARTY CHIEF: PROFESSIONAL LAND SURVEYORS & MAPPERS - LB 6569 239-250-5730 3884 PROGRESS AVE, SUITE 104-B 9220 BONITA BEACH RD, STE. 200 Page 338 of 613 PAGE 3 OF 3 NOT VALID WITHOUT PAGES 1 AND 2 OF 3 GENERAL NOTES ABSTRACT NOT REVIEWED N = NORTH S = SOUTH E = EAST W = WEST, OR ANY COMBINATION THEREOF 1. º = DEGREES 2. ‘ = MINUTES WHEN USED IN A BEARING 3. “ = SECONDS WHEN USED IN A BEARING 4. ‘ = FEET WHEN USED IN A DISTANCE 5. “ = INCHES WHEN USED IN A DISTANCE 6. ± = “MORE OR LESS” OR “PLUS OR MINUS” 7. A = ARC DISTANCE 8. AC = ACRES 9. A/C = AIR CONDITIONING PAD 10. AE = ACCESS EASEMENT 11. AF = ALUMINUM FENCE 12. AMUE = AVE MARIA UTILITY EASEMENT 13. B.E. = BUFFER EASEMENT 14. BM = BENCHMARK 15. BOB = BASIS OF BEARING 16. BRG = BEARING 17. C# = CURVE NUMBER 18. C = CALCULATED 19. CB = CATCH BASIN 20. CHB = CHORD BEARING 21. CHD = CHORD 22. CLF = CHAINLINK FENCE 23. CM = CONCRETE MONUMENT 24. CO = CLEAN OUT 25. COL = COLUMN 26. CONC = CONCRETE 27. CPP = CONCRETE POWER POLE 28. CSW = CONCRETE SIDEWALK 29. CTV= CABLE TV RISER 30. CUE= COLLIER COUNTY UTILITY EASEMENT 31. D = DEED 32. DE= DRAINAGE EASEMENT 33. DH = DRILL HOLE 34. DI = DROP INLET 35. ELEC= ELECTRIC 36. EOP = EDGE OF PAVEMENT 37. EOR = EDGE OF ROAD 38. EOW = EDGE OF WATER 39. F= AS LABELED OR FOUND IN THE FIELD 40. F.A.C. = FLORIDA ADMINISTRATIVE CODE 41. FCC = FOUND CROSS CUT 42. FCM = FOUND CONCRETE MONUMENT 43. FEMA = FEDERAL EMERGENCY MANAGEMENT AGENCY 44. FDH = FOUND DRILL HOLE 45. FFE = FINISH FLOOR ELEVATION 46. FH = FIRE HYDRANT 47. FIP = FOUND IRON PIPE 48. FIR = FOUND IRON ROD 49. FN = FOUND NAIL 50. FND = FOUND 51. FN&D = FOUND NAIL & DISC 52. FPK = FOUND PK NAIL 53. FPK&D = FOUND PK NAIL AND DISC 54. GCE = GOLF COURSE EASEMENT 55. HCP = HANDICAP PARKING 56. IE = IRRIGATION EASEMENT 57. LB = LICENSED BUSINESS 58. LBE = LANDSCAPE BUFFER EASEMENT 59. LE = LANDSCAPE EASEMENT 60. LME = LAKE MAINTENANCE EASEMENT 61. LP = LIGHT POLE 62. M = MEASURED 63. ME = MAINTENANCE EASEMENT 64. MH = MANHOLE 65. N.A.V.D. = NORTH AMERICAN VERTICAL DATUM 66. N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM 67. NO ID = NO IDENTIFYING MARKINGS 68. (NR) = NON-RADIAL 69. NTS= NOT TO SCALE 70. OHP= OVERHEAD POWER 71. OHU = OVERHEAD UTILITY LINE 72. O.R. = OFFICIAL RECORD BOOK 73. O/S = OFFSET 74. P = PLAT 75. PBIDDE = PELICAN BAY IMPROVEMENT DISTRICT DRAINAGE EASEMENT 76. PC = POINT OF CURVATURE 77. PCC POINT OF COMPOUND CURVATURE 78. PCP = PERMANENT CONTROL POINT 79. PG = PAGE 80. PI = POINT OF INTERSECTION 81. PK = PARKER KALON NAIL 82. PLS = PROFESSIONAL LAND SURVEYOR 83. POB = POINT OF BEGINNING 84. POC = POINT OF COMMENCEMENT 85. PP = POWER POLE 86. PRC = POINT OF REVERSE CURVE 87. PRM = PERMANENT REFERENCE MONUMENT 88. PSM= PROFESSIONAL SURVEYOR AND MAPPER 89. PU & DE = PUBLIC UTILITY & DRAINAGE EASEMENT 90. PUE = PUBLIC UTILITY EASEMENT 91. PT = POINT OF TANGENCY 92. PVS = PAVERS 93. Q.W.P.E. = QUAIL WEST PERPETUAL EASEMENT 94. ( R ) = RADIAL 95. R = RADIUS 96. RING = ITEM DETECTED BY METAL DETECTOR BUT NOT RECOVERED 97. RNG= RANGE 98. ROW = RIGHT-OF-WAY 99. RR SPK = RAILROAD SPIKE 100. SAT= SATELLITE DISH 101. SDE = STREET DRAINAGE EASEMENT 102. SEC = SECTION 103. SDH = SET DRILL HOLE, NO ID 104. SIR = SET 5/8" IRON ROD WITH LB NUMBER OF CORPORATION 105. SPK&D = SET PK WITH DISC WITH LB NUMBER 106. TBM TEMPORARY BENCH MARK 107. TEL = TELEPHONE FACILITIES 108. TOB = TOP OF BANK 109. TP = TRANSMITTER PAD 110. TWP= TOWNSHIP 111. UE = UTILITY EASEMENT 112. VF = VINYL FENCE 113. VLV = VALVE 114. W = WATER SERVICE 115. WB = WATER BOX 116. WF= WOOD FENCE 117. WPP= WOOD POWER POLE 118. = DELTA OR CENTRAL ANGLE OF CURVE 119. DIMENSIONS ARE IN FEET AND IN DECIMALS THEREOF 120. ELEVATIONS SHOWN HEREON ARE N.A.V.D. UNLESS OTHERWISE STATED 121. ALL PHYSICAL IMPROVEMENTS SHOWN WITHOUT DIMENSIONS ARE FOR INFORMATIONAL PURPOSES ONLY. THAT THEY DO EXIST, BUT WERE NOT NECESSARILY MEASURED IN THE FIELD. 122. NOTE: LEGAL DESCRIPTION IS FROM LATEST DEED OF RECORD UNLESS OTHERWISE NOTED. 123. EASEMENTS AND RIGHT OF WAYS SHOWN ARE PER RECORDED PLAT OR AS FURNISHED BY THE CLIENT 124. FOUNDATION LINE BELOW THE SURFACE OF THE GROUND IS NOT REFLECTED 125. THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PURPOSES UNDER ANY CONDITION UNLESS OTHERWISE STATED 126. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS NOTED 127. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT OF WAYS, AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN 128. THERE ARE NO VISIBLE ENCROACHMENTS EXCEPT THOSE AS DELINEATED ON THIS PLAT OF SURVEY 129. TIES ARE TO FIELD LINES UNLESS OTHERWISE NOTED 130. THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR EASEMENTS THAT ARE NOT RECORDED ON SAID PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY 131. FENCES MEANDER ON AND OFF LINE, APPROXIMATE LOCATION ONLY UNLESS STATED OTHERWISE. 132. THE LINES ON THIS SKETCH DO NOT CONSTITUTE OWNERSHIP 133. THE INTENT OF THIS SURVEY IS FOR TITLE TRANSFER ONLY UNLESS STATED OTHERWISE 134. FLORIDA STATUTE 61G17-6.004: TWO SITE BENCHMARKS ARE REQUIRED FOR CONSTRUCTION. 135. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. 121. F.E.M.A. FLOOD HAZARD MAPPING: THIS DATE PRODUCT WAS NOT DESIGNED TO MAKE PRECISE IN/OUT FLOOD RISK DETERMINATIONS. THIS PRODUCT IS NOT SUITABLE FOR ENGINEERING APPLICATIONS AND CANNOT BE USED TO DETERMINE ABSOLUTE DELINEATIONS OF FLOOD BOUNDARIES. CALL 1-877-FEMAMAP OR EMAIL A MAP SPECIALIST AT WWW.FEMA.ORG/MIT/TSD/FQ- MAP17.HTM. 137. PROPERTY OWNER SHOULD OBTAIN WRITTEN FLOOD ZONE DETERMINATION FROM LOCAL PERMITTING, PLANNING AND BUILDING DEPARTMENT PRIOR TO ANY CONSTRUCTION PLANNING AND/OR CONSTRUCTION 138. IN COMPLIANCE WITH F.A.C. 61G17-6.0031 (4) (E) – IF LOCATION OF EASEMENTS OR RIGHT-OF-WAY OF RECORD, OTHER THAN THOSE ON RECORD PLAT, IS REQUIRED, THIS INFORMATION MUST BE FURNISHED TO THE SURVEYOR AND MAPPER. 139. IF APPLICABLE, FENCES SHOWN MEANDER ON OR OFF LINES (APPROXIMATE LOCATION ONLY) 140. ARCHITECTURAL FEATURES, SUCH AS FURRING STRIPS, SIDING, CORNICES, STUCCO, ETC., OUTSIDE THE LINE OF THE STRUCTURE HAVE BEEN TAKEN INTO ACCOUNT WHEN GIVING TIES FROM THE STRUCTURE TO THE LOT LINES. 141. ATTENTION IS DIRECTED TO THE FACT THAT THIS SURVEY MAY HAVE BEEN REDUCED OR ENLARGED IN SIZE DUE TO REPRODUCTION. THIS SHOULD BE TAKEN INTO CONSIDERATION WHEN OBTAINING SCALED DATA. Page 339 of 613 BOAT DOCK FACILITY EXTENSION REQUEST 259 3rd Street, Bonita Springs, Florida 34134 PL 20240001414 Birgitt Dagge Overall Marine Services Dagge@bdagge.com 239-734-0227 On behalf of Charles and Cynthia Long 259 3rd Street, Bonita Springs, FL 34134 Submitted to: John Kelly, Planner Collier County Growth Management Community Development Department 2800 North Horseshoe Drive, Naples, Florida 34104 Page 340 of 613 Page 341 of 613 1.Application: 1a. Narrative of request 1b. Property Information 1c. Property Ownership Disclosure Form 1d. V ariance for a boat dock extension Page 342 of 613 Page 343 of 613 Page 344 of 613 Page 345 of 613 Page 346 of 613 Page 347 of 613 Page 348 of 613 Page 349 of 613 Page 350 of 613 5/1/24, 8:44 PM -• Jt J n ,:: I-ow oW i/a ue ( an9ib o 1a eiper y I corre ( �9 u' === [ u, I ::=== [ ro a :::==== (::===f=== (�_ ) ] ) ) ) Collier County Property Appraiser (..__i=e_ed_bac_k ____ )Collier County Property Appraiser [�c_ent_r Print • :ix Bills Change of AddrPss Property Summary f Trim Notices l r Property Deta I l r f eria l r 5,ketche«; l Parcel 55853000008No Site 259 Address 3RD*Disclaimer ST Name/Address LONG JR, CHARLES JOSEPH CYNTHIA LOU LONG 259 3RD STREET WEST Site BONITA City SPRINGS Site Zone 34134 *Note City BONITA SPRINGS State FL Zip 34134 Map No. Strap No. Section To wnship Range Acres *Estimated 3A05 468100 C 243A05 5 48 25 0.29 Legal LITTLE HICKORY SHORES #1 BLK C LOTS 24 + 25 Millag� 170AreaO Su b /Condo 468100 -LITTLE HICKORY SHORES• UNIT 1 Use Code O 1 -SINGLE FAMILY RESIDENTIAL Millarce Rates 0*Ca culations School Other Total 4.292 5.5197 9.8117 Latest Sales History 2023 Certified Tax Roll (Not all Sales are listed due to Confidentiality) Date Book-Page Amount (Subject to Change) Land Value S 1095 565 _ httos://www.collieraooraiser.com/index. html?ref=/main search/RecordDetail.html&ccoaver= 1707221124&dl=ves&sid =901496001 &ccoaver= 17072211 . . . 1 / 1 Page 351 of 613 Page 352 of 613 2. Disclosure of Property Ownership Interest Page 353 of 613 Page 354 of 613 Page 355 of 613 Page 356 of 613 3.Affidavit of Authorization Page 357 of 613 Page 358 of 613 Page 359 of 613 4. Drawings of proposed Boat Dock with w ater depth, location maps etc. Page 360 of 613 Page 361 of 613 Page 362 of 613 Page 363 of 613 JOHN E LUTHER FL PROFESSIONAL ENGINEER Florida PE Llcenoe #34304 4361 Pine Meadow Lane S•aSC::Ca Florida 34233 941)320.2278 Thll 11am has bffn digitally eign•d end Haled b)' John E. Luther PE# 34304 on the dale adtacent to lhe aoel. Prinled copies of lhi• documert are nd considered a9'ed and •••led and the .-gneluf'e must be vorifled on any •teetronic eopios. ohn E Luthe r 1g1 a y signed by John E Luther Date: 2025.12.22 17:30:11 -0 5'00' NOTES: AU water depths and dredge elevations ace referenced to MLW aurvey conducted by 0.., .. Ould00< and Manne Servlcu on 518125 at 5.30pm. Applicant Owned ot>ofet,ne (Apptole. LF): 185 n Exlotir,g overwater llll.lcture (App<ox SF): o Widlh of wate,way, 1eowa11 to MHW (Approx): Varlu 200 ft to 300 ft NOAA Tidal Datum: MHW (NAVO}= 0.33 ft MLW (NAVO)= -1.37 ft Proposed overwaler ,1ruc1 .. e (Approx. SF): 488 sq fl T044I ovefWaterotructure (Approx. SF):488 sq fl Total protrusion from seawan: 44 tt COPYRIGHT OF 0,M..S 202$ CClt-iTAAcTOR MUST OISIGN FOR CNIRALL MARINE SiRVICU .0-liAMITTI.NG ONL 'I 8!=�� ls1 Gencralion Marine Conlraetors Office Number: 239-322·2e61 SCALE; NOT TO SCALE MeAeUREMeNTS ANO PIUNG 1..0CATION APPROXIMAlEO CUSTOt,Hii:A �E Cl-.id< Long SIN AOCAS:SG 2�9 3rd St, Bonit> Sp�ngs, FL34134 - RE\.1SIONOATS: OS/07125 12/19/25 Page 364 of 613 Page 365 of 613 Page 366 of 613 Page 367 of 613 5.Deviation Justifications Page 368 of 613 Boat Dock Facility Extension Request Primary Criteria 259 3rd Street, Bonita Springs, Florida 34134 PL 20240001414 December 22,2025 2 of 3 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.) Criterion met - The proposed dock is appropriate in length, location, land use and zoning. The two slips proposed are appropriate for a typical single family dwelling unit. The three finger piers will accommodate the owners’ vessels and their outboard motors. Please see attached revised site plan. The protrusion includes the proposed 44-foot protrusion which is suFicient for the 36 foot Aquilla 36 Sport Power Catamaran and a second boat, a 27 foot Bennington Q line boat. Both planned vessels with accoutrements including outboard engines have been shown on the revised site plan 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.) Criterion met - The water depth along the seawall is too shallow for the owners’ boats. The proposed boats require a minimum draft of between .5 to 3.5 ft. Additionally, the boat lift cradle requires an extra 2.8 ft of clearance below the boat, resulting in a total depth requirement between 5.3 to 6.4 feet. The larger of the two, the Aquila 36 boat has a hull draft of at least 2.5 feet with the engines raised and 3.5 feet with engines down. The allowance for the boat lift cradle is 2.8 feet. Installing a dock parallel to the shore within Collier County’s limits would place the lift in 3 or 4 feet of water at low tide, making engine operation impossible. Additionally, the boats and parallel docks would exceed dock width limitations. Thus, the proposed perpendicular dock design ensures safe access and allows the boat's engines to operate eFiciently. Please see attached site plan and survey of the water depths for more information. Page 369 of 613 Boat Dock Facility Extension Request Primary Criteria 259 3rd Street, Bonita Springs, Florida 34134 PL 20240001414 December 22,2025 3 of 3 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 traIic in the channel.) Criterion met - The waterway at the proposed dock has no navigable marked channels. The distance from the wet face of the property’s seawall to the opposite shore is between 200 and 300 feet, well below the 25% guideline. Therefore, it will not adversely impact navigation within the channel. 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 - Based on the aerial map, the waterway measures from 200 feet to 300 feet at the proposed site of the dock. The dock, boats, outboard motors and related accoutrements would extend 44-feet into the waterway. The most restrictively measured 200 foot protrusion is less than the 25% guideline. Therefore, the current navigability is preserved. The opposite shoreline is a designated reserve without any dock protrusions. In addition, the dock facility is located toward the east end of the property where the waterway is the widest. 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.) Criterion met - The proposed dock would not interfere with the use of neighboring docks. It faces perpendicular to the water as do the neighbor’s docks, is similar in protrusion and will not be averse to their navigation Page 370 of 613 Boat Dock Facility Extension Request Secondary Criteria December 22, 2025 259 3rd Street, Bonita Springs, Florida 34134 PL 20240001414 Page 2 of 3 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 dock has been placed at the proposed location primarily so that the dock would not protrude into the narrow area where the Wiggins Pass Estuary descends into the Little Hickory Bay. At its current location, the dock allows the boat to back out and enter the waterway without interfering with the mangroves and other natural growth in the estuary. Please refer to page 2 and 3 of the site plan for measurements of the waterway at critical points. Further, the proposed configuration would not interfere with mangrove growth or seagrass beds. 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 dock will provide safe access to boats. The deck by the seawall will be 4 feet wide, with dock fingers of 3 feet. The longer fingers will be 38 feet long and 3 feet wide; while the smaller finger will be 27 feet long and 3 feet wide. These dimensions are not excessive but rather typical for the dock's intended use. 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.) •Criterion met - The overall site’s linear waterfront footage is approximately 186.4 feet. The larger boat is 36 feet and the smaller 27 feet, totaling 63 feet. This equates to under 32% of the property's linear waterfront footage, which complies with the 50% recommendation. 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.) Criterion met - The new dock will not have a major impact on the waterfront view of the neighboring property owners. To the north of the site is an uninhabited estuary, to the south is the owner’s private residence followed by a road and another waterway. To Page 371 of 613 Boat Dock Facility Extension Request Secondary Criteria December 22, 2025 259 3rd Street, Bonita Springs, Florida 34134 PL 20240001414 Page 3 of 3 the east is a residential home whose view will not be aHected by the dock, to the west is a boat dock and residential homes that are well beyond the view of the dock. 5.Whether seagrass beds will be impacted by the proposed dock facility. (If seagrass beds are present, compliance with subsection 5.03.06.J of the LDC must be demonstrated.) Criterion met - Please refer to the attached DEP report, which confirms that there are no seagrass beds within a 200-foot radius of the proposed dock. 6.Whether the proposed dock facility is subject to the manatee protection requirements of subsection 5.03.06(E)(l 1) of this Code. (If applicable, compliance with section 5.03.06(E)(l 1) must be demonstrated.) •Not Applicable - This dock does not fall under the Collier County Manatee Protection plan, as it is a single-family home and not located within Port of the Islands. Page 372 of 613 6.Boundary Survey Page 373 of 613 Page 374 of 613 7.Other documents 7a. Submerged Resource Survey. 7b. DEP Page 375 of 613 Page 376 of 613 Page 377 of 613 Collier County Growth Management Community Development Department 2800 N Horseshoe Drive Naples, FL 34104 Re: 259 3rd Street, Bonita Springs dock plan Dear Sirs, We have reviewed the plan for the dock to be built by Charles and Cynthia Long at 259 3rd street in Bonita Springs. It will consist of 3 piers and two boat lifts. Including the boat, it will extend 42.4 feet into the waterway. We believe the dock will not impede on our enjoyment of our backyard. Therefore, we have no objection to the proposed dock. Thank you for considering our opinion on this proposal. Sincerely Bonita 30 th April 2024 Tony Arias 267 3rd Street W, lot 4 Bonita Springs, FL 34134 Page 378 of 613 Page 379 of 613 Page 380 of 613 Page 381 of 613 Page 382 of 613 Page 383 of 613 Page 384 of 613 Page 385 of 613 Page 386 of 613 Page 387 of 613 www.floridadep.gov FLORIDA DEPARTMENT OF Environmental Protection South District PO Box 2549 Fort Myers FL 33902-2549 SouthDistrict@FloridaDEP.gov Ron DeSantis Governor Jeanette Nuñez Lt. Governor Shawn Hamilton Secretary November 6, 2023 Charles Long c/o Schuyler Houfek 3900 Mannix Dr. STE 118 Naples, FL 34114 shoufek@tecsfl.com File No.:0125916-003 EE, Collier County Dear Charles Long: On October 31, 2023, we received your request for verification of exemption to perform the following activities: To install a private residential single-family dock with two uncovered boat lifts for a total over water structure of 455 square feet at 259 3rd St, Bonita Springs, FL 34134, Parcel ID No. 55853000008, in Little Hickory Bay, Class II Outstanding Florida Waters, Unclassified for shellfish harvesting, Section 05, Township 48 South, Range 25 East, Collier County. Your request has been reviewed to determine whether it qualifies for (1) a regulatory exemption, (2) proprietary authorization (related to state-owned submerged lands), and (3) federal approval that may be necessary for work in wetlands or waters of the United States. Your project either qualifies or was not applicable for all three authorization types. However, this letter does not relieve you from the responsibility of obtaining other federal, state, or local authorizations that may be required for the activity. If you change the project from what you submitted, the authorization(s) granted may no longer be valid at the time of commencement of the project. Please contact us prior to beginning your project if you wish to make any changes. If you have any questions regarding this matter, please contact us by telephone at (239) 344-5600 or by e-mail at SouthDistrict@floridadep.gov. Page 388 of 613 File Name: Charles Long File No: 0125916-003 EE Page 2 of 7 1.Regulatory Review – VERIFIED Based on the information submitted, the Department has verified that the activity as proposed is exempt under Chapter 62-330.051(5)(b), Florida Administrative Code, and Section 403.813(1)(b) of the Florida Statutes from the need to obtain a regulatory permit under Part IV of Chapter 373 of the Florida Statutes. This exemption verification is based on the information you provided the Department and the statutes and rules in effect when the information was submitted. This verification may not be valid if site conditions materially change, the project design is modified, or the statutes or rules governing the exempt activity are amended. In the event you need to re-verify the exempt status for the activity, a new request and verification fee will be required. Any substantial modifications to the project design should be submitted to the Department for review, as changes may result in a permit being required. 2.Proprietary Review - GRANTED The Department acts as staff to the Board of Trustees of the Internal Improvement Trust Fund (Board of Trustees) and issues certain authorizations for the use of sovereign submerged lands. The Department has the authority to review activities on sovereign submerged lands under Chapters 253 and 258 of the Florida Statutes, and Chapters 18-18, 18-20, and 18-21, Florida Administrative Code, as applicable. The activity appears to be located on sovereign submerged lands owned by the Board of Trustees. The activity is not exempt from the need to obtain the applicable proprietary authorization. As staff to the Board of Trustees, the Department has reviewed the activity described above, and has determined that the activity qualifies for an automatic consent by rule under Rule 18-21.005(1)(b), Florida Administrative Code, and Section 253.77 of the Florida Statutes to construct and use the activity on the specified sovereign submerged lands, as long as the work performed is located within the boundaries as described herein and is consistent with the terms and conditions herein. No further application is required for this consent by rule. Special Consent Conditions 1. The applicant agrees to indemnify, defend and hold harmless the Board of Trustees and the State of Florida from all claims, actions, lawsuits and demands in any form arising out of the authorization to use sovereignty submerged lands or the applicant’s use and construction of structures on sovereignty submerged lands. This duty to indemnify and hold harmless will include any and all liabilities that are associated with the structure or activity including special assessments or taxes that are now or in the future assessed against the structure or activity during the period of the authorization. 2. Failure by the Board of Trustees to enforce any violation of a provision of the authorization or waiver by the Board of Trustees of any provision of the authorization will not invalidate the provision not enforced or waived, nor will the failure to enforce or a waiver prevent the Board of Trustees from enforcing the unenforced or waived provision in the event of a Page 389 of 613 File Name: Charles Long File No: 0125916-003 EE Page 3 of 7 violation of that provision. 3. Applicant binds itself and its successors and assigns to abide by the provisions and conditions set forth in the authorization. If the applicant or its successors or assigns fails or refuses to comply with the provisions and conditions of the authorization, the authorization may be terminated by the Board of Trustees after written notice to the applicant or its successors or assigns. Upon receipt of such notice, the applicant or its successors or assigns will have thirty (30) days in which to correct the violations. Failure to correct the violations within this period will result in the automatic revocation of this authorization. 4. All costs incurred by the Board of Trustees in enforcing the terms and conditions of the authorization will be paid by the applicant. Any notice required by law will be made by certified mail at the address shown on page one of the authorization. The applicant will notify the Board of Trustees in writing of any change of address at least ten days before the change becomes effective. 5. This authorization does not allow any activity prohibited in a conservation easement or restrictive covenant that prohibits the activity. General Conditions for Authorizations for Activities All authorizations granted by rule or in writing under Rule 18-21.005, F.A.C., except those for geophysical testing, shall be subject to the general conditions as set forth in paragraphs (a) through (i) below. The general conditions shall be part of all authorizations under this chapter, shall be binding upon the grantee, and shall be enforceable under Chapter 253 or 258, Part II, F.S. (a)Authorizations are valid only for the specified activity or use. Any unauthorized deviation from the specified activity or use and the conditions for undertaking that activity or use shall constitute a violation. Violation of the authorization shall result in suspension or revocation of the grantee’s use of the sovereignty submerged land unless cured to the satisfaction of the Board. (b) Authorizations convey no title to sovereignty submerged land or water column, nor do they constitute recognition or acknowledgment of any other person’s title to such land or water. (c)Authorizations may be modified, suspended or revoked in accordance with their terms or the remedies provided in Sections 253.04 and 258.46, F.S., or Chapter 18-14, F.A.C. (d)Structures or activities shall be constructed and used to avoid or minimize adverse impacts to sovereignty submerged lands and resources. (e)Construction, use, or operation of the structure or activity shall not adversely affect any species which is endangered, threatened or of special concern, as listed in Rules 68A-27.003, 68A-27.004, and 68A-27.005, F.A.C. Page 390 of 613 File Name: Charles Long File No: 0125916-003 EE Page 4 of 7 (f) Structures or activities shall not unreasonably interfere with riparian rights. When a court of competent jurisdiction determines that riparian rights have been unlawfully affected, the structure or activity shall be modified in accordance with the court’s decision. (g)Structures or activities shall not create a navigational hazard. (h)Structures shall be maintained in a functional condition and shall be repaired or removed if they become dilapidated to such an extent that they are no longer functional. This shall not be construed to prohibit the repair or replacement subject to the provisions of Rule 18-21.005, F.A.C., within one year, of a structure damaged in a discrete event such as a storm, flood, accident, or fire. Structures or activities shall be constructed, operated, and maintained solely for water dependent purposes, or for non-water dependent activities. 3.Federal Review - SPGP APPROVED Your proposed activity as outlined in your application and attached drawings qualifies for Federal authorization pursuant to the State Programmatic General Permit VI-R1, and a SEPARATE permit or authorization will not be required from the Corps. Please note that the Federal authorization expires on July 27, 2026. However, your authorization may remain in effect for up to 1 additional year, if provisions of Special Condition 15 of the SPGP VI-R1 permit instrument are met. You, as permittee, are required to adhere to all General Conditions and Special Conditions that may apply to your project (attached). A copy of the SPGP VI-R1 with all terms and conditions and the General Conditions may be found at https://www.saj.usace.army.mil/Missions/Regulatory/Source-Book/. Authority for review an agreement with the USACOE entitled “Coordination Agreement Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection, or Duly Authorized Designee, State Programmatic General Permit”, Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act. Additional Information Please retain this letter. The activities may be inspected by authorized state personnel in the future to ensure compliance with appropriate statutes and administrative codes. If the activities are not in compliance, you may be subject to penalties under Chapter 373, F.S., and Chapter 18- 14, F.A.C. NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the Page 391 of 613 File Name: Charles Long File No: 0125916-003 EE Page 5 of 7 administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department’s action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rules 28-106.201 and 28-106.301, F.A.C., a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency’s file or identification number, if known; (b) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner’s representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner’s substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency’s proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency’s proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency’s proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. You cannot justifiably rely on the finality of this decision unless notice of this decision and the right of substantially affected persons to challenge this decision has been duly published or otherwise provided to all persons substantially affected by the decision. While Page 392 of 613 File Name: Charles Long File No: 0125916-003 EE Page 6 of 7 you are not required to publish notice of this action, you may elect to do so pursuant Rule 62- 110.106(10)(a). The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28-106.205, F.A.C. If you do not publish notice of this action, this waiver will not apply to persons who have not received written notice of this action. Extension of Time Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the Department’s action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us, before the deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. FLAWAC Review The applicant, or any party within the meaning of Section 373.114(1)(a) or 373.4275, F.S., may also seek appellate review of this order before the Land and Water Adjudicatory Commission under Section 373.114(1) or 373.4275, F.S. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when this order is filed with the Clerk of the Department. Page 393 of 613 File Name: Charles Long File No: 0125916-003 EE Page 7 of 7 Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General Counsel (Station #35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000) and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice must be filed within 30 days from the date this action is filed with the Clerk of the Department. Executed in Tallahassee, Florida STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Michael Baker Environmental Administrator South District Enclosures: 1 Project drawing 62-330.051(5)(b), 403.813(1)(b) Special and General Conditions for Federal Authorization for SPGP VI-R1 CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this document and all attachments, including all copies, were sent to the addressee and to the following listed persons: None FILING AND ACKNOWLEDGMENT FILED, on this date, pursuant to Section 120.52(7), F.S., with the designated Department clerk, receipt of which is hereby acknowledged. November 6, 2023 _________________________ _____________________ Clerk Date Page 394 of 613 OF 01 JOHN E LUTHER, P.E. 4361 Pine Meadow Lane - Sarasota Florida 34233 (941) 320-2278 DATE: DRAWN BY: CHECKED BY: SCALE: FILE: REV: SHEET:FL PROFESSIONAL ENGINEER Professional Engineer – Florida PE License #34304 NOT VALID UNLESS SIGNED & SEALED REVISION DESCRIPTION REVISION DATE 01 1 20K Boat Lift (By Other) 10K Boat Lift (By Other) C Long Residence 259 3rd Street, Bonita Springs, FL 3' 3' 4' 10 10 10 10'8'8'8'8' 4'4" Existing seawall 10 10 Dock and Pile Plan 10 27 23 3/16" - 1'-0" -no canopy proposed. -two slips. -total dock structure: 454.8-sqft. -tows: 454.8-sqft -total protrusion into water body is 35-feet (18%) -water body width +/- 200-feet AASECTION "A-A"NOT TO SCALE15'-0"PEIRSURFACE WATERELEVATION3'-0"4'-0"16'-0"3'-0"BBSECTION "B-B"NOT TO SCALEPEIRSURFACE WATERELEVATION4'-4"30'-0"33'-4"A A B B 25'+ to PL --><-- 100'+ to PL Page 395 of 613 62-330.051 Exempt Activities. The activities meeting the limitations and restrictions below are exempt from permitting. However, if located in, on, or over state-owned submerged lands, they are subject to a separate authorization under chapters 253 and 258, F.S., as applicable. (5) Dock, Pier, Boat Ramp and Other Boating -related Work ‒ (b) Installation of private docks, piers, and recreational docking facilities, and installation of l ocal governmental piers and recreational docking facilities, in accordance with section 403.813(1)(b), F.S. This includes associated structures such as boat shelters, boat lifts, and roofs, provided: 1. The cumulative square footage of the dock or pier and all associated structures located over wetlands and other surface waters does not exceed the limitations in section 403.813(1)(b), F.S.; 2. No structure is enclosed on more than three sides with walls and doors; 3. Structures are not used for residential habitation or commercial purposes, or storage of materials other than those associated with water dependent recreational use; and 4. Any dock and associated structure shall be the sole dock as measured along the shoreline for a minimum distance of 65 feet, unless the parcel of land or individual lot as platted is less than 65 feet in length along the shoreline, in which case there may be one exempt dock allowed per parcel or lot. Section 403.813, Florida Statutes Permits issued at district centers; exceptions.— (1)A permit is not required under this chapter, chapter 373, chapter 61 -691, Laws of Florida, or chapter 25214 or chapter 25270, 1949, Laws of Florida, for activities associated with the following types of projects; however, except as otherwise provided in this subsection, this subsection does not relieve an applicant from any requirement to obtain permission to use or occupy lands owned by the Board of Trustees of the Internal Improvement Trust Fund or a water management district in its governmental or proprietary capacity or from complying with applicable local pollution control programs authorized under this chapter or other requirements of county and municipal governments: (b)The installation and repair of mooring pilings and dolphins associated with private docking facilities or piers and the installation of private docks, piers and recreational docking facilities, or piers and recreational docking facilities of local governmental entities when the local governmental entity’s activities will not take place in any manatee habitat, any of which docks: 1.Has 500 square feet or less of over-water surface area for a dock which is located in an area designated as Outstanding Florida Waters or 1,000 square feet or less of over -water surface area for a dock which is located in an area which is not designated as Outstanding Florida Waters; 2.Is constructed on or held in place by pilings or is a floating dock which is constructed so as not to involve filling or dredging other than that necessary to install the pilings; 3.Shall not substantially impede the flow of water or create a navigational hazard ; 4.Is used for recreational, noncommercial activities associated with the mooring or storage of boats and boat paraphernalia; and 5.Is the sole dock constructed pursuant to this exemption as measured along the shoreline for a distance of 65 feet, unless the parcel of land or individual lot as platted is less than 65 feet in length along the shoreline, in which case there may be one exempt dock allowed per parcel or lot. Nothing in this paragraph shall prohibit the department from taking appropriate enforcement action pursuant to this chapter to abate or prohibit any activity otherwise exempt from permitting pursuant to this paragraph if the department can demonstrate that the exempted activity has caused water pollution in violation of this chapter. Page 396 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 Special Conditions for all Projects: 1. Authorization, design and construction must adhere to the terms of the SPGP VI-R1 instrument including the General Conditions for All Projects, Special Conditions for All Projects, Applicable activity-specific special conditions, Procedure and Work Authorized sections. 2. Design and construction must adhere to the PDCs for In-Water Activities (Attachment 28, from PDCs AP.7 through AP11, inclusive, of JAXBO) (Reference: JAXBO PDC AP.1.). 3. All activities must be performed during daylight hours (Reference: JAXBO PDC AP.6.). 4. For all projects involving the installation of piles, sheet piles, concrete slab walls or boatlift I-beams (Reference Categories A, B and C of JAXBO PDCs for In-Water Noise from Pile and Sheet Pile Installation, page 86): a. Construction methods limited to trench and fill, pilot hole (auger or drop punch), jetting, vibratory, and impact hammer (however, impact hammer limited to installing no more than 5 per day). b. Material limited to wood piles with a 14-inch diameter or less, concrete piles with a 24-inch diameter/width or less, metal pipe piles with a 36-inch diameter or less, metal boatlift I-beams, concrete slab walls, vinyl sheet piles, and metal sheet piles. c. Any installation of metal pipe or metal sheet pile by impact hammer is not authorized (Reference: Categories D and E of JAXBO PDCs for In-Water Noise from Pile and Sheet Pile Installation, page 86.). d. Projects within the boundary of the NOAA Florida Keys National Marine Sanctuary require prior approval from the Sanctuary (Reference: JAXBO PDCs AP.14 and A1.6). 5. The Permittee shall comply with the “Standard Manatee Conditions for In-Water Work – 2011” (Attachment 29). 6. No structure or work shall adversely affect or disturb properties listed in the National Register of Historic Places or those eligible for inclusion in the National Register. Prior to the start of work, the Applicant/Permittee or other party on the Applicant’s/Permittee’s behalf, shall conduct a search of known historical properties by contracting a professional archaeologist, and contacting the Florida Master Site File at 850-245-6440 or SiteFile@dos.state.fl.us. The Applicant/Permittee can also research sites in the National Register Information System (NRIS). Information can be found at http://www.cr.nps.gov/nr/research. Page 397 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 a.If, during the initial ground disturbing activities and construction work, there are archaeological/cultural materials unearthed (which shall include, but not be limited to: pottery, modified shell, flora, fauna, human remains, ceramics, stone tools or metal implements, dugout canoes or any other physical remains that could be associated with Native American cultures or early colonial or American settlement), the Permittee shall immediately stop all work in the vicinity and notify the Compliance and Review staff of the State Historic Preservation Office at 850-245-6333 and the Corps Regulatory Archeologist at 904-232-3270 to assess the significance of the discovery and devise appropriate actions, including salvage operations. Based on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend, or revoke the permit in accordance with 33 C.F.R. § 325.7. b.In the unlikely event that human remains are identified, the remains will be treated in accordance with Section 872.05, Florida Statutes; all work in the vicinity shall immediately cease and the local law authority, and the State Archaeologist (850-245-6444) and the Corps Regulatory Archeologist at 904-232-3270 shall immediately be notified. Such activity shall not resume unless specifically authorized by the State Archaeologist and the Corps. 7.The Permittee is responsible for obtaining any “take” permits required under the U.S. Fish and Wildlife Service’s regulations governing compliance with these laws. The Permittee should contact the appropriate local office of the U.S. Fish and Wildlife Service to determine if such “take” permits are required for a particular activity. 8.Mangroves. The design and construction of a Project must comply with the following (Reference: JAXBO PDCs AP.3 and AP.12.): a.All projects must be sited and designed to avoid or minimize impacts to mangroves. b.Mangrove removal must be conducted in a manner that avoids any unnecessary removal and is limited to the following instances: (1)Removal to install up to a 4-ft-wide walkway for a dock. (2)Removal of mangroves above the mean high water line (MHWL) provided that the tree does not have any prop roots that extend into the water below the MHWL. (3)Mangrove trimming. Mangrove trimming refers to the removal (using hand equipment such as chain saws and/or machetes) of lateral branches (i.e., no alteration of the trunk of the tree) in a manner that ensures survival of the tree. Page 398 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 (a)Projects with associated mangrove trimming waterward of the MHWL are authorized if the trimming: (a) occurs within the area where the authorized structures are placed or will be placed (i.e., removal of branches that overhang a dock or lift), (b)is necessary to provide temporary construction access, and (c) is conducted in a manner that avoids any unnecessary trimming. (b)Projects proposing to remove red mangrove prop roots waterward of the MHWL are not authorized, except for removal to install the dock walkways as described above. 9.For Projects authorized under this SPGP VI-R1 in navigable waters of the U.S., the Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 10. Notifications to the Corps. For all authorizations under this SPGP VI-R1, including Self-Certifications, the Permittee shall provide the following notifications to the Corps: a.Commencement Notification. Within 10 days from the date of initiating the work authorized by this permit the Permittee shall submit a completed “Commencement Notification” form (Attachment 8). b. Corps Self-Certification Statement of Compliance form. Within 60 days of completion of the work authorized by this permit, the Permittee shall complete the “Self-Certification Statement of Compliance” form (Attachment 9) and submit it to the Corps. In the event that the completed work deviates in any manner from the authorized work, the Permittee shall describe the deviations between the work authorized by this permit and the work as constructed on the “Self-Certification Statement of Compliance” form. The description of any deviations on the “Self- Certification Statement of Compliance” form does not constitute approval of any deviations by the Corps. c.Permit Transfer. When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date the enclosed form (Attachment 10). d.Reporting Address. The Permittee shall submit all reports, notifications, Page 399 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 documentation, and correspondence required by the general and special conditions of this permit to the following address. (1)For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Enforcement Section, P.O. Box 4970, Jacksonville, FL, 32232-0019. (2)For electronic mail: SAJ-RD-Enforcement@usace.army.mil (not to exceed 10 MB). The Permittee shall reference this permit number, SAJ-2015-2575 on all submittals. 11. The District Engineer reserves the right to require that any request for authorization under this SPGP VI-R1 be evaluated as an Individual Permit. Conformance with the terms and conditions of the SPGP VI-R1 does not automatically guarantee Federal authorization. 12. On a case-by-case basis, the Corps may impose additional Special Conditions which are deemed necessary to minimize adverse environmental impacts. 13. Failure to comply with all conditions of the SPGP VI-R1 constitutes a violation of the Federal authorization. 14. The SPGP VI-R1 will be valid through the expiration date unless suspended or revoked by issuance of a public notice by the District Engineer. The Corps, in conjunction with the Federal resource agencies, will conduct periodic reviews to ensure that continuation of the permit during the period ending expiration date, is not contrary to the public interest. The SPGP VI-R1 will not be extended beyond the expiration date but may be replaced by a new SPGP. If revocation occurs, all future applications for activities covered by the SPGP VI-R1 will be evaluated by the Corps. 15. If the SPGP VI-R1 expires, is revoked, or is terminated prior to completion of the authorized work, authorization of activities which have commenced or are under contract to commence in reliance upon the SPGP VI-R1 will remain in effect provided the activity is completed within 12 months of the date the SPGP VI-R1 expired or was revoked. Special Conditions for Shoreline Stabilization activities. 16. Shoreline stabilization structures other than vertical seawalls shall be no steeper than a 2 horizontal:1 vertical slope (Reference: JAXBO PDC A1.1.4.). 17. Placement of backfill is limited to those situations where it is necessary to level the land behind seawalls or riprap. 18. Living shoreline structures and permanent wave attenuation structures can only be Page 400 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 constructed out of the following materials: oyster breakwaters, clean limestone boulders or stone (sometimes contained in metal baskets or cages to contain the material), small mangrove islands, biologs, coir, rock sills, and pre-fabricated structures made of concrete and rebar that are designed in a manner so that they do not trap sea turtles, smalltooth sawfish, or sturgeon (Reference: JAXBO PDC A7.5.). a.Reef balls or similar structures are authorized if they are not open on the bottom, are open-bottom structures with a top opening of at least 4 ft, or are pre-fabricated structures, such as reef discs stacked on a pile, and are designed in a manner that would not entrap sea turtles. b.Oyster reef materials shall be placed and constructed in a manner that ensures that materials will remain stable and that prevents movement of materials to surrounding areas (e.g., oysters will be contained in bags or attached to mats and loose cultch must be surrounded by contained or bagged oysters or another stabilizing feature) (Reference: JAXBO PDC A7.2.). c.Oyster reef materials shall be placed in designated locations only (i.e., the materials shall not be indiscriminately dumped or allowed to spread outside of the reef structure) (Reference: JAXBO PDC A7.3.) d.Wave attenuation structures must have 5 ft gaps at least every 75 ft in length as measured parallel to the shoreline and at the sea floor, to allow for tidal flushing and species movement (Reference: JAXBO PDC A7.6.). e.Other materials are not authorized by this SPGP VI-R1 (Reference: JAXBO PDC A7.5.). Special Conditions for Boat Ramp activities. 19. Restrictions on Dredged Material and Disposal: Excavation is limited to the area necessary for site preparation. All excavated material shall be removed to an area that is not waters of the United States, as that term is defined and interpreted under the Clean Water Act, including wetlands (Reference: JAXBO PDC A6.2.). 20. Turbidity: The length of new boat ramps and repair and replacement of existing boat ramps to make them longer should ensure a water depth at the end of the ramp is deep enough to minimize sediment resuspension associated with launching vessels in shallow water (Reference: JAXBO PDC A6.5.). Special Conditions for Docks, Piers, Associated Facilities, and other Minor Piling- Supported Structures. 21. Chickees must be less than 500 ft² and support no more than 2 slips (Reference: JAXBO PDC A2.1.6.). Page 401 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 22. The design and construction of a Project over marsh (emergent vegetation) must comply with the following: a.The piling-supported structure shall be aligned so as to have the smallest over- marsh footprint as practicable. b.The over-marsh portion of the piling-supported structure (decking) shall be elevated to at least 4 feet above the marsh floor. c.The width of the piling-supported is limited to a maximum of 4 feet. Any exceptions to the width must be accompanied by an equal increase in height requirement. 23. Mangroves. For pile-supported structures, the following additional requirements for mangroves found in the joint U.S. Army Corps of Engineers’/National Marine Fisheries Service’s “Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat” U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11) shall apply: a.The width of the piling-supported structure is limited to a maximum of 4 feet. b. Mangrove clearing is restricted to the width of the piling-supported structure. c.The location and alignment of the piling-supported structure should be through the narrowest area of the mangrove fringe. 24. Regarding SAV, the design and construction of a Project must comply with the following: a.A pile supported structure (1)that is located on a natural waterbody (i.e. outside an artificial waterway that was excavated for boating access and is bordered by residential properties); and (1)that is within the range of seagrass (estuarine waters within all coastal counties except for Nassau, Duval, St Johns, Flagler and Volusia north of Ponce Inlet), but outside of the range of Johnson’s seagrass (the range of Johnson’s seagrass is defined as Turkey Creek/Palm Bay south to central Biscayne Bay in the lagoon systems on the east coast of Florida) will be constructed to the following standards: (a)If no survey is performed in accordance with the methods described in the Procedure section of this document, section I.3, then SAV is presumed present and Page 402 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 the pile-supported structure must comply with, or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers’/National Marine Fisheries Service’s “Construction Guidelines in Florida for Minor Piling- Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat” U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11). For the purposes of SPGP, two uncovered boatlifts are allowed. (i)If the pile supported structure is currently serviceable, repair and replacement may occur in the same footprint without completion of a benthic survey. (ii)Boatlifts and minor structures in Monroe County may be installed within existing boat slips without completion of a SAV survey. Boatlift accessory structures, like catwalks, shall adhere to “Construction Guidelines in Florida for Minor Piling- Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat” U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11) if a SAV survey has not been completed. (iii)A marginal dock may be constructed a maximum of 5 feet overwater, as measured from the waterward face (wet face) of the seawall). (b)If a survey is performed in accordance with the methods described in the Procedure section of this document, section I.3, and SAV is present (including seagrass, tidal freshwater SAV and emergent vegetation), then the pile-supported structure must comply with, or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers’/National Marine Fisheries Service’s “Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat” U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11). For the purposes of this permit, two uncovered boatlifts are allowed. (i)If the pile supported structure is currently serviceable, repair and replacement may occur in the same footprint without completion of a benthic survey. (ii)Boatlifts may be installed within existing boat slips without completion of a SAV survey. (iii)A marginal dock may be constructed a maximum of 5 feet overwater, as measured from the waterward face (wet face) of the seawall). (c)If a survey is performed in accordance with the methods described in the Procedure section of this document, section I.3, and SAV is absent (including seagrass, tidal freshwater SAV and emergent vegetation), then no design restrictions are required and boatlifts may include a cover. Page 403 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 b.A pile supported structure (1)that is located on a natural waterbody (i.e. outside an artificial waterway that was excavated for boating access and is bordered by residential properties); and (1)that is within the range of Johnson’s seagrass (the range of Johnson’s seagrass is defined as Turkey Creek/Palm Bay south to central Biscayne Bay in the lagoon systems on the east coast of Florida) but not within Johnson’s seagrass critical habitat will be constructed to the following standards: (a)If no survey is performed in accordance with the methods described in the Procedure section of this document, section I.3, then seagrass is presumed present and the pile-supported structure must comply with or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers’/National Marine Fisheries Service’s “Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat” U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11) with the sole exception of the number of allowable boat lifts. For the purposes of this permit, two uncovered boatlifts are allowed. (b)If a survey is performed in accordance with the methods described in the Procedure section of this document, section I.3, and SAV is present (including seagrass, tidal freshwater SAV and emergent vegetation), THEN pile-supported structure must comply with or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers’/National Marine Fisheries Service’s “Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat” U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11). For the purposes of this permit, two uncovered boatlifts are allowed. (c)If a survey is performed in accordance with the methods described in the Procedure section of this document, section I.3, and SAV is absent (including seagrass, tidal freshwater SAV and emergent vegetation), THEN no design restrictions are required and boatlifts may include a cover. c.A pile supported structure located within Johnson’s seagrass critical habitat will be constructed to the following standards: (1)If no survey is performed in accordance with the methods described in the Procedure section of this document, section I.3, then seagrass is presumed present and the pile-supported structure must comply with or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Page 404 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 Engineers’/National Marine Fisheries Service’s “Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat” U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11) with the sole exception of the number of allowable boat lifts. For the purposes of this permit, two uncovered boatlifts are allowed. (2)If a survey is performed in accordance with the methods described in the Procedure section of this document, section I.3, and SAV is absent and the project is (a)A dock replacement in the same footprint, no design restrictions are required. (b)A new dock or dock expansion THEN pile-supported structure must comply with or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers’/National Marine Fisheries Service’s “Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat” U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11). For the purposes of this permit, two uncovered boatlifts are allowed. (3)If a survey is performed in accordance with the methods described in the Procedure section of this document, section I.3, and SAV is present (including seagrass, tidal freshwater SAV and emergent vegetation), then pile-supported structure must comply with or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers’/National Marine Fisheries Service’s “Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat” U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11). For the purposes of this permit, two uncovered boatlifts are allowed. 25. North Atlantic Right Whale. The attached North Atlantic Right Whale Information Form (Attachment 30) describes the presence of North Atlantic right whales in the area and the Federal regulations governing the approach to North Atlantic right whales. The FDEP or Designee will attach the North Atlantic Right Whale Information Form to their authorizations for any dock project (new construction, repair, or replacement) at a private residence located within 11 nautical miles of an inlet that leads to areas within the known range of North Atlantic right whale. These zones, with an 11 nm radius, are described by the North Atlantic Right Whale Educational Sign Zones, Attachment 7 (from Section 2.1.1.4 of JAXBO, pages 31 and 32, inclusive). (Reference JAXBO PDC A2.4). 26. Educational Signs. For commercial, multi-family, or public facilities, and marine Page 405 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 events, signs must be posted as described below (Reference: These replicate JAXBO PDCs A.2.2 and A.2.2.1 to A.2.2.3., inclusive, within the table PDCs Specific to Activity 2 - Pile Supported Structures and Anchored Buoys, starting on page 112.): a.For commercial, multi-family, or public facilities, and marine events, signs must be posted in a visible location(s), alerting users of listed species in the area susceptible to vessel strikes and hook-and-line captures. The most current version of the signs that must be downloaded and sign installation guidance are available at: (https://www.fisheries.noaa.gov/southeast/consultations/protected-species- educational-signs). The signs required to be posted by area are stated below: https://www.fisheries.noaa.gov/southeast/consultations/protected-species- educational-signs (1)All projects in Florida shall use the Save Sea Turtle, Sawfish, and Dolphin sign. These signs shall include contact information to the sea turtle and marine mammal stranding networks and smalltooth sawfish encounter database. (2)Projects within the North Atlantic right whale educational sign zone shall post the Help Protect North Atlantic Right Whales sign. (3)On the east coast of Florida, projects located within the St. Johns River and those occurring north of the St. Johns River to the Florida-Georgia line shall post the Report Sturgeon sign. On the west coast of Florida, projects occurring from the Cedar Key, Florida north to the Florida-Alabama line. 27. Monofilament Recycling Bins. For commercial, multi-family, or public facilities, monofilament recycling bins must be provided as described below (Reference: The below replicates PDC A.2.3 within the table PDCs Specific to Activity 2 - Pile Supported Structures and Anchored Buoys, the PDC itself on page 113 of the JAXBO.): a.For commercial, multi-family, or public facilities, monofilament recycling bins must be provided at the docking facility to reduce the risk of turtle or sawfish entanglement in, or ingestion of, marine debris. Monofilament recycling bins must: (1)Be constructed and labeled according to the instructions provided at http://mrrp.myfwc.com. (2)Be maintained in working order and emptied frequently (according to http://mrrp.myfwc.com standards) so that they do not overflow. 28. Lighting for docks installed within visible distance of ocean beaches. If lighting is necessary, then turtle-friendly lighting shall be installed. Turtle-friendly lighting is explained and examples are provided on the Florida Fish and Wildlife Conservation Commission website: http://myfwc.com/wildlifehabitats/managed/sea-turtles/lighting/ Page 406 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 (Reference: JAXBO PDC A2.8.). 29. Construction Location. Project construction shall take place from uplands or from floating equipment (e.g., barge); prop or wheel-washing is prohibited (Reference: JAXBO PDC A2.9.). 30. Aids to Navigation (ATONs). ATONs must be approved by and installed in accordance with the requirements of the U.S. Coast Guard (i.e., 33 C.F.R., chapter I, subchapter C, part 66, Section 10 of the Rivers and Harbors Act, and any other pertinent requirements) (Reference: JAXBO PDC A2.5.). 31. Aids to Navigation (ATONs) in Acropora critical habitat. The distance from ATONs to ESA-listed corals and Acropora critical habitat (Attachment 20) shall ensure there are no impacts to the corals or the essential feature of Acropora critical habitat from the movement of buoys and tackle. The appropriate distance shall be based on the size of the anchor chain or other tackle to be installed to secure the buoy to its anchor, particularly when the design of the ATON does not prohibit the contact of tackle with the marine bottom. In all cases, buoy tackle will include flotation to ensure there is no contact between the anchor chain or line and the marine bottom (Reference: JAXBO PDC A2.10.). 32. Within Loggerhead sea turtle critical habitat (Reference: JAXBO PDC A2.15.): (1)ATONs (pile-supported and anchored buoys) are allowed in nearshore reproductive habitat of the Northwest Atlantic Distinct Population Segment (NWA DPS) of loggerhead sea turtle critical habitat. (2)No other pile-supported structures are allowed in nearshore reproductive habitat. Special Conditions for Derelict vessels 33. Visual confirmation (e.g., divers, swimmers, and camera) will be completed prior to removal to ensure that the item can be removed without causing further damage to aquatic natural resources. 34. Coral. If an item cannot be removed without causing harm to surrounding coral (ESA listed or non-listed), the item will be disassembled as much as practicable so that it no longer can accidentally harm or trap species. 35. Monofilament debris will be carefully cut loose from coral (ESA listed or non-listed) so as not to cause further harm. Under no circumstance will line be pulled through coral since this could cause breakage of coral. 36. Marine debris removal methods. Marine debris shall be lifted straight up and not be dragged through seagrass beds, coral reefs, coral, or hard bottom habitats. Trawling Page 407 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 also cannot be used as a means of marine debris removal. Debris shall be properly disposed of in appropriate facilities in accordance with applicable federal and state requirements. 37. An absorbent blanket or boom shall be immediately deployed on the surface of the water around any derelict vessel to be removed if fuel, oil, or other free-floating pollutants are observed during the work. Special Conditions for Scientific Devices 38. Aquatic Life Passage. The scientific survey device, including any related equipment and anchors, shall not block access of species to an area. For example, the structures shall not prevent movement in or out of a river or channel. 39. Restoring Affected Area. No later than 24 months after initial installation or upon completion of data acquisition, whichever comes first, the measuring device and any other structure or fills associated with that device (e.g., anchors, buoys, lines) must be removed and the site must be restored to pre-construction conditions. 40. Preventing Device Relocation. The scientific survey device, including any related equipment and anchors, shall be inspected and any required maintenance performed at least twice a year and following storm events that may have moved or dislodged the structure to ensure that equipment and anchors are still in place and have not moved to areas containing ESA-listed corals. General Conditions for All Projects: 1.The time limit for completing the work authorized ends on July 27, 2026. 2.You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3.If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and State coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4.If you sell the property associated with this permit, you must obtain the signature of the new owner on the enclosed form (Attachment 10) and forward a copy of the permit to this office to validate the transfer of this authorization. Page 408 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 5.If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. 6.You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. Further Information: 1.Limits of this authorization. a.This permit does not obviate the need to obtain other Federal, State, or local authorizations required by law. b.This permit does not grant any property rights or exclusive privileges. c.This permit does not authorize any injury to the property or rights of others. d.This permit does not authorize interference with any existing or proposed Federal projects. 2.Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: a.Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b.Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest. c.Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. d.Design or Construction deficiencies associated with the permitted work. e.Damage claims associated with any future modification, suspension, or revocation of this permit. 3.Reliance on Applicant’s Data: The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the information you provided. 4.Reevaluation of Permit Decision: This office may reevaluate its decision on this Page 409 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: a.You fail to comply with the terms and conditions of this permit. b.The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (see 3 above). c.Significant new information surfaces which this office did not consider in reaching the original public interest decision. 5.Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CER 209.170) accomplish the corrective measures by contract or otherwise and bill you for the cost. 6.When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date the enclosed form. 7.The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal, relocation or alteration. Page 410 of 613 _8 _ flash drive with only one pdf file for all documents OR e-mailed .pdf file Page 411 of 613 1 John Kelly From:John Kelly Sent:Tuesday, February 24, 2026 10:57 PM To:John Kelly Subject:BD-PL20240001414 - 259 3rd St - Public Hearing Sign Posting 02242026 Attachments:Photo 1.jpg; Photo 2.jpg I, John Kelly, personally posted the required Public Hearing Sign to the front of the subject property, immediately adjacent to the public right-of-way at approximately 4:56 PM this date as evidenced by the attached photos. Respectfully, John Kelly Planner III Zoning Office:239-252-5719 2800 N Horseshoe Dr. Naples, Florida 34104 John.Kelly@collier.gov My email address has changed. Effective immediately, please update your contact list to use this new address: John.Kelly@collier.gov Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. Page 412 of 613 Page 413 of 613 Page 414 of 613 Page 415 of 613 Page 416 of 613 3/13/2026 Item # 3.E ID# 2026-461 *** THIS ITEM WILL BE HEARD AT THE MARCH 26, 2026, HEX MEETING*** PETITION NO. PL20240005463 BD - ANDRADE DOCK - 267 3rd Street West - Request for a 28-foot boat dock extension from the maximum permitted protrusion of 20 feet allowed by Section 5.03.06.E.1 of the Collier County Land Development Code (LDC) for waterways greater than 100 feet in width, to allow a boat docking facility protruding a total of 48 feet into a waterway that is 446± feet wide, within a Residential Single-Family-4 (RSF-4) zoning district, pursuant to LDC Section 5.03.06.H. The subject property is located at 267 3rd Street West, also described as Lot 17, Block G, Little Hickory Shores, Unit 3 Replat subdivision, in Section 5, Township 48 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Planner III] Commissioner District 2 ATTACHMENTS: 1. Staff Report PL20240005463 02172026 2. Attachment A - Dock Facility and Site Plans 3. Attachment B - Survey Sketch of Survey 4. Attachment C - Zoning Atlas 8505n 5. Attachment D - Resolution 1987-260 6. Attachment E - Resolution 2000-051 7. Attachment F - Applicant's Backup, Application and Supporting Documents 8. Attachment G - Public Hearing Sign Posting 02242026 9. Attachment H - Publication Confirmation Page 417 of 613 BD-PL20240005463 – 267 3rd St W, Lot 17 Page 1 of 8 February 17, 2026 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: ZONING DIVISION – ZONING SERVICES SECTION GROWTH MANAGEMENT COMMUNITY DEVELOPMENT DEPARTMENT HEARING DATE: MARCH 13, 2026 SUBJECT: BD-PL20240005463; 267 3RD STREET WEST, LOT 17 – ANDRADE DOCK _________________________________________________________________________ PROPERTY OWNER/APPLICANT: AGENT: Lucas Andrade Birgitt Dagge 12651 Water Oak Dr. , Overall Marine Services LLC Estero, FL 34135 5940 Youngquist Rd. Fort Myers, FL 33912 REQUESTED ACTION: The petitioner requests a 28-foot boat dock extension from the maximum permitted protrusion of 20 feet allowed by Section 5.03.06.E.1 of the Collier County Land Development Code (LDC) for waterways greater than 100 feet in width, to allow a boat docking facility protruding a total of 48 feet into a waterway that is 446± feet wide, pursuant to LDC Section 5.03.06.H. GEOGRAPHIC LOCATION: The subject property is located at 267 3rd Street West and is legally described as Lot 17, Block G, Replat of Unit No. 3, Little Hickory Shores, according to the Plat thereof as Recorded in Plat Book 6, Page 2, of the Public Records of Collier County, Florida, in Section 5, Township 48 South, Range 25 East, Collier County, Florida. (See location map on the following page) PURPOSE/DESCRIPTION OF PROJECT: The subject property is an unimproved 0.02-acre parcel, located within a Residential Single Family-4 (RSF-4) zoning district, commonly referred to as a “boat dock lot.” The parcel is too small to accommodate the minimum square-foot house and setback requirements of the zoning district as was acknowledged by the Board of County Commissioners when they approved a Provisional Use (NKA: Conditional Use) permitting docks without a principal use on property Page 418 of 613 BD-PL20240005463 – 267 3rd St W, Lot 17 Page 2 of 8 February 17, 2026 described as: “Lots 1 through 23, Block G, Little Hickory Shores, Unit #3, as recorded in Plat Book 6, Page 2, Official Records of Collier County, Florida.” See Resolution No. 1987-260, (Continued on Page 4) SURROUNDING LAND USE AND ZONING: North: Little Hickory Bay, then a preserve for Little Hickory Bay Condominium, located within the Little Hickory Bay PUD South: 3rd Street West (Right-of-Way) then a single-family residence located within a RSF-4 zoning district East: Boat dock facility in a Residential Single-Family-4 (RSF-4) zoning district West: Boat dock facility in a Residential Single-Family-4 (RSF-4) zoning district Page 419 of 613 BD-PL20240005463 – 267 3rd St W, Lot 17 Page 3 of 8 February 17, 2026 Collier County GIS Collier County GIS Page 420 of 613 BD-PL20240005463 – 267 3rd St W, Lot 17 Page 4 of 8 February 17, 2026 PURPOSE/DESCRIPTION OF PROJECT (Continued from Page 1) related to Petition No. PU-87-17C. The applicant now desires to construct a finger pier with two slips, one on each side, with boatlifts for two 38.3-foot vessels. The finger pier will protrude 45 feet into the waterway from the MHWL, which has been determined to be the most restrictive point. The vessels' outboard engines are anticipated to extend 3 feet beyond the fixed dock for a total combined vessel/dock protrusion of 48 feet. The waterway is 446 to 450 feet from MHWL to MHWL with no docks anticipated on the opposite shore. The subject property has 30 feet of water frontage, which would typically require a 7.5-foot setback on each side; however, the subject property was one of several included in a Variance request that reduced side setbacks to zero; see Resolution 2000-051 (Attached). ENVIRONMENTAL EVALUATION: Environmental Planning Staff has reviewed this petition and has no objection to the granting of this request. The property is located adjacent to Little Hickory Bay, a natural water body. The proposed docking facilities will be constructed waterward of a rip rap shoreline. The shoreline contains mangroves, and the proposed dock will not impact the existing mangroves. A survey provided by the applicant found no submerged resources within 200 feet of the proposed docking facility (Submerged Resource Survey exhibit sheet 9 of 9). This project does not require an Environmental Advisory Council (EAC) review because it does not fall within 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. 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.) Criterion met. The subject property has been approved for residential dock facilities by means of Resolution No. 1987-260; therefore, this criterion allows up to two slips. The proposed dock facility comprises a finger pier with two slips, each with a boatlift, for two 38.3-foot vessels. Page 421 of 613 BD-PL20240005463 – 267 3rd St W, Lot 17 Page 5 of 8 February 17, 2026 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 water depth at the site is too shallow for the owner’s boats. The attached specifications of the Fountain 38 SC boat state that the hull draft is 2.6 feet with the engines down. The boat lifts’ cradles require an additional 1.5 feet. The Mean Low Water Line (MLWL) at mean low tide is -0.58 feet, which will not allow enough depth for the boats. At the MLWL, the rip-rap would be exposed, making docking the boat impractical. Also, the lot size and surrounding area will not allow for a different layout of the dock facility. Please see attached site plan and survey of the water depths for more information.” 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 applicant’s agent states: “The waterway at the proposed dock location does not have navigable marked channels. The distance to the opposite shore is approximately 446 feet, resulting in a dock protrusion of about 10.8%, which is under the 25% guideline. This dock will extend less than other docks at the same facility. Based on these factors, the proposed dock will not impact navigation within the channel.” Staff herewith confirms that no marked channels exist at this location and therefore concurs. 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 applicant’s agent states: “Based upon the survey, the waterway measurement at the most restrictive is approximately 446 ft at the dock facility. The dock and boats would extend approximately 48 feet, which constitutes a protrusion of under 10.8%, which is less than the permissible limit of 25% into the waterway. Therefore, the current navigability is preserved. Please note that the opposite shoreline is a designated reserve without any dock protrusions. Therefore, the overall navigational area would be just under 400 feet.” Staff concurs. 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.) Criterion met. The applicant’s agent states: “The proposed dock would not interfere with the use of neighboring docks, as the proposed dock will be in line with neighbors’ docks. Page 422 of 613 BD-PL20240005463 – 267 3rd St W, Lot 17 Page 6 of 8 February 17, 2026 Neighboring docks have the same or greater protrusion into the waterway, which means the proposed dock will not interfere with their navigation.” Staff concurs. 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 a type of shoreline reinforcement, shoreline configuration, mangrove growth, or seagrass beds.) Criterion met. The applicant’s agent states: “The dock has been placed at the proposed location primarily so that the dock would confirm to the general layout of the docking facilities around it. At its current location, the dock allows the boat to back out and enter the waterway without interfering with the mangroves and other natural growth in the estuary. Please refer to page 4 of the site plan for waterway measurements at critical points. The proposed layout does not interfere with Mangroves or seagrass beds. (please see Marine Resource Survey’s summary of findings.” Staff concurs and adds that Resolution 1987-260, which approved specified lots for boat dock use, is itself a special condition to be considered. 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 dock will allow safe and reasonable access to the boats. The finger pier is 50 feet long and 3 feet wide. These dimensions are not excessive but rather typical for the dock’s intended use. In fact, we more often see a 4-foot-wide access pier, which is wider than the proposed dock.” Staff concurs that there is no excessive decking and that a 3-foot width should be adequate to allow for safe access and routine maintenance. 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.) Criterion not met. The applicant’s agent states: “not applicable as this is not a single-family dock facility, the lot is only 30 feet wide and designed and permitted to hold a docking facility.” Staff contends that the criterion is applicable as this is a residential dock facility; however, it notes that the subject property is legally nonconforming with respect to both lot area and lot width. Additionally, the use has been permitted by means of Resolution No. 1987-260. Page 423 of 613 BD-PL20240005463 – 267 3rd St W, Lot 17 Page 7 of 8 February 17, 2026 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.) Criterion met. The applicant’s agent states: “The new dock will not have a major impact on the waterfront view of the neighboring property owners. To the north and south, there are other docking facilities.” Staff concurs. 5. Whether the proposed dock facility will impact seagrass beds. (If seagrass beds are present, compliance with subsection 5.03.06.J of the LDC must be demonstrated.) Criterion met. The applicant’s agent states: “Please refer to the Marine Resource Survey – Biologists observed zero sea-grass resources present.” Staff concurs. 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 is not applicable. The applicant’s agent states: “This item is not applicable for this dock as the Collier County Manatee Protection Plan does not apply. The site is not located within Port of the Islands and is therefore not required to follow this code.” Staff concurs. Staff analysis finds this request complies with four of the five Primary Criteria and four of the six Secondary Criteria, with the sixth criterion being not applicable. CONCURRENT LAND USE APPLICATIONS: None. APPEAL OF BOAT DOCK EXTENSION: 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. If the Hearing Examiner has approved the petition, 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 before the authorization is granted shall be at their own risk. STAFF RECOMMENDATION: Based on the above findings, Staff recommends that the Hearing Examiner approve Petition BD- PL20240005463 in accordance with the plans contained within Attachment A, most specifically that identified as sheet 03 of 09 (Proposed Dock), subject to the following conditions: Page 424 of 613 BD-PL20240005463 – 267 3rd St W, Lot 17 Page 8 of 8 February 17, 2026 1. Prior to or concurrent with obtaining a building permit for the dock, a Right-of-Way permit shall be obtained for access improvements to prevent damage to the roadway and drainage system if not previously obtained (As Per Resolution 1987-260). 2. This dock is private in nature and shall not be used for rental purposes. 3. This dock shall not be used for any commercial purposes, including the mooring of commercial boats. Attachments: A. Dock Facility and Site Plan B. Survey Sketch of Survey C. Zoning Atlas D. Resolution 1987-260 E. Resolution 2000-051 F. Applicant’s Backup: Application, Narrative, Authorizations, etc. G. Public Hearing Sign Posting H. Publication Confirmation Page 425 of 613 Job SiteJOHN E LUTHERFL PROFESSIONAL ENGINEERFlorida PE License #343044361 Pine Meadow LaneSarasota Florida 34233(941) 320-2278This item has been digitally signedand sealed by John E. Luther PE#34304 on the date adjacent to thePrinted copies of this document arenot considered signed and sealedand the signature must beverified on any electronic copies.1st Generation Marine ContractorsOffice Number: 239-322-2661COPYRIGHT OF O.M.S 2025DESIGN FOR OVERALL MARINECONTRACTOR MUSTBE NOTIFIED OFANY CHANGESPH:DRAWN BY:C Rodriguez239-265-2095Info@overalloutdoorservices.comSCALE: NTSMEASUREMENTS AND PILINGLOCATION APPROXIMATEDCUSTOMER NAMESITE ADDRESSPHONEDATE07/08/2025REVISION DATEseal.SERVICES PERMITTING ONLYDanny Andrade267 3rd St West Bonita Springs Fl 34134267 3rd St WestBonita Springs Fl 34134SLIP #17COUNTY AEREALJOB SITECOLLIER COUNTYCITY OF BONITA SPRINGSFinger pier 50' X 3' (151SQF) 10 8" Diameter Pilings and 810"Diameter pilings for Boat Lifts2 - 27,000 pound Boat liftsSCOPE OF WORK:Sheet 1 OF 10267 3rd St West Bonita SpringsFl 34134, SLIP #1712/22/2025Page 426 of 613 MHWL45'DOCKFROMMHWLRip rap 22.0'2'X4'X4.3'X3.8'X4.2'X4.6'X5.1'XMAXPROTRUSIONLINEPROPERTYLINESMHWL450' +/- TOSHORELINEMHWL446' +/- TOSHORELINEMAXPROTRUSION48.0'FROM MHWLSCOPE OF WORK:FL PROFESSIONAL ENGINEERFlorida PE License #343044361 Pine Meadow LaneSarasota Florida 34233(941) 320-2278This item has been digitally signedand sealed by John E. Luther PE#34304 on the date adjacent to thePrinted copies of this document arenot considered signed and sealedand the signature must beverified on any electronic copies.1st Generation Marine ContractorsOffice Number: 239-322-2661COPYRIGHT OF O.M.S 2025DESIGN FOR OVERALL MARINECONTRACTOR MUSTBE NOTIFIED OFANY CHANGESPH:DRAWN BY:C Rodriguez239-265-2095Info@overalloutdoorservices.comSCALE: NTSMEASUREMENTS AND PILINGLOCATION APPROXIMATEDCUSTOMER NAMESITE ADDRESSPHONEDATE07/08/2025REVISION DATEseal.SERVICES PERMITTING ONLYDanny Andrade267 3rd St West Bonita Springs Fl 34134Sheet 2 OF 10267 3rd St West Bonita SpringsFl 34134, SLIP #17JOHN E LUTHER* ALL WATER DEPTHS AND DREDGE ELEVATIONSARE REFERENCED TO MLW*APPLICANT OWNED SHORELINE (APPX LF): 30'* WIDTH OF THE WATERWAY, MHW TO MHW (APPX): 446’* PROPOSED OVERWATER STRUCTURE (APPX SF): 135* TIDAL DATUM:** MHW (NAVD)= 0.30’** MLW (NAVD)=-0.58’* TOTAL PROTRUSION FROM MHWL: 48.0'12/22/2025Page 427 of 613 3rd St W3'13.5'13.5'MHWL12.2'CC OF 10"PILINGS12.2'CC OF 10"PILINGS151 SQFPROPERTY LINESDOCK FROM MHWL 45'Rip rap40.3' BoatROW30.0'22.0'30.0'2'X4'X4.3'X3.8'X4.2'X4.6'X5.1'X28'20.0'STANDARD 20 FTPROTRUSION LIMIT LINEFOR COLLIER COUNTYPROPERTY LINESRIPARIAN LINERIPARIAN LINEROWCLCLMAXPROTRUSIONLINEO'SIDESETBACKO'SIDESETBACK400' +/- TOSHORELINEMAX PROTRUSIONS 48'TO BACK OF MOTORSMHW = 0.3'(NAVD88)MLW = -0.58'(NAVD88)NOTES:FL PROFESSIONAL ENGINEERFlorida PE License #343044361 Pine Meadow LaneSarasota Florida 34233(941) 320-2278This item has been digitally signedand sealed by John E. Luther PE#34304 on the date adjacent to thePrinted copies of this document arenot considered signed and sealedand the signature must beverified on any electronic copies.1st Generation Marine ContractorsOffice Number: 239-322-2661COPYRIGHT OF O.M.S 2025DESIGN FOR OVERALL MARINECONTRACTOR MUSTBE NOTIFIED OFANY CHANGESPH:DRAWN BY:C Rodriguez239-265-2095Info@overalloutdoorservices.comSCALE: NTSMEASUREMENTS AND PILINGLOCATION APPROXIMATEDCUSTOMER NAMESITE ADDRESSPHONEDATE07/08/2025REVISION DATEseal.SERVICES PERMITTING ONLYDanny Andrade267 3rd St West Bonita Springs Fl 34134* ALL WATER DEPTHS AND DREDGE ELEVATIONSARE REFERENCED TO MLW* APPLICANT OWNED SHORELINE (APPX LF): 30'* WIDTH OF THE WATERWAY, MHW TO MHW (APPX): 446’* PROPOSED OVERWATER STRUCTURE (APPX SF): 135* TIDAL DATUM:** MHW (NAVD)= 0.30’** MLW (NAVD)=-0.58’* TOTAL PROTRUSION FROM MHWL: 48.0'Sheet 3 OF 10267 3rd St West Bonita SpringsFl 34134, SLIP #17JOHN E LUTHER12/22/2025Page 428 of 613 3rd St W3'13.5'13.5'MHWL12.2"CC OF 10"PILINGS151 SQFDOCK 45'FROM MHWLRip rap 40.3' BoatROW30.0'22.0'30.0'2'X4'X4.3'X3.8'X4.2'X4.6'X5.1'X28.0'20.0'STANDARD 20 FTPROTRUSION LIMIT LINEFOR COLLIER COUNTYROWCL MAXPROTRUSIONLINE 48' MHWLTO BACK OF MOTORSO'SIDESETBACKPROPERTYLINESRIPARIAN LINEO'SIDESETBACKRIPARIAN LINEPROPERTYLINES12.2"CC OF 10"PILINGSSCOPE OF WORK:FL PROFESSIONAL ENGINEERFlorida PE License #343044361 Pine Meadow LaneSarasota Florida 34233(941) 320-2278This item has been digitally signedand sealed by John E. Luther PE#34304 on the date adjacent to thePrinted copies of this document arenot considered signed and sealedand the signature must beverified on any electronic copies.1st Generation Marine ContractorsOffice Number: 239-322-2661COPYRIGHT OF O.M.S 2025DESIGN FOR OVERALL MARINECONTRACTOR MUSTBE NOTIFIED OFANY CHANGESPH:DRAWN BY:C Rodriguez239-265-2095Info@overalloutdoorservices.comSCALE: NTSMEASUREMENTS AND PILINGLOCATION APPROXIMATEDCUSTOMER NAMESITE ADDRESSPHONEDATE07/08/2025REVISION DATEseal.SERVICES PERMITTING ONLYDanny Andrade267 3rd St West Bonita Springs Fl 34134Sheet 4 OF 10267 3rd St West Bonita SpringsFl 34134, SLIP #17JOHN E LUTHER* ALL WATER DEPTHS AND DREDGE ELEVATIONSARE REFERENCED TO MLW* APPLICANT OWNED SHORELINE (APPX LF): 30'* WIDTH OF THE WATERWAY, MHW TO MHW (APPX): 446’* PROPOSED OVERWATER STRUCTURE (APPX SF): 135* TIDAL DATUM:** MHW (NAVD)= 0.30’** MLW (NAVD)=-0.58’* TOTAL PROTRUSION FROM MHWL: 48.0'12/22/2025Page 429 of 613 2'XMHWL4.3'X5.1'X0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 .47 48 49 501'2'3'4'5'Depth @ bottom of the boatLift cradle allowanceMotors downMHW = 0.3'(NAVD88)MLW = -0.58'(NAVD88)Notes:Fully loaded boat draft =2.6'Boat lift cradle (allowance) = 1.5'ROWMHW = 5.4'@MotorsMLW = 4.5'@Motors28'20.0'STANDARD 20 FTPROTRUSION LIMIT LINEFOR COLLIER COUNTYMAXPROTRUSIONLINE48'22.0'@MotorsDOCK FROM MHWL 45'MHW = 0.3'(NAVD88)MLW = -0.58'(NAVD88)SCOPE OF WORK:FL PROFESSIONAL ENGINEERFlorida PE License #343044361 Pine Meadow LaneSarasota Florida 34233(941) 320-2278This item has been digitally signedand sealed by John E. Luther PE#34304 on the date adjacent to thePrinted copies of this document arenot considered signed and sealedand the signature must beverified on any electronic copies.1st Generation Marine ContractorsOffice Number: 239-322-2661COPYRIGHT OF O.M.S 2025DESIGN FOR OVERALL MARINECONTRACTOR MUSTBE NOTIFIED OFANY CHANGESPH:DRAWN BY:C Rodriguez239-265-2095Info@overalloutdoorservices.comSCALE: NTSMEASUREMENTS AND PILINGLOCATION APPROXIMATEDCUSTOMER NAMESITE ADDRESSPHONEDATE07/08/2025REVISION DATEseal.SERVICES PERMITTING ONLYDanny Andrade267 3rd St West Bonita Springs Fl 34134Sheet 5 OF 10267 3rd St West Bonita SpringsFl 34134, SLIP #17JOHN E LUTHER* ALL WATER DEPTHS AND DREDGE ELEVATIONSARE REFERENCED TO MLW* APPLICANT OWNED SHORELINE (APPX LF): 30'* WIDTH OF THE WATERWAY, MHW TO MHW (APPX): 446’* PROPOSED OVERWATER STRUCTURE (APPX SF): 135* TIDAL DATUM:** MHW (NAVD)= 0.30’** MLW (NAVD)=-0.58’* TOTAL PROTRUSION FROM MHWL: 48.0'12/22/2025Page 430 of 613 FL PROFESSIONAL ENGINEER Florida PE License #34304 4361 Pine Meadow Lane Sarasota Florida 34233 (941) 320-2278 This item has been digitally signed and sealed by John E. Luther PE# 34304 on the date adjacent to the Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 1st Generation Marine Contractors Office Number: 239-322-2661 COPYRIGHT OF O.M.S 2025 DESIGN FOR OVERALL MARINE CONTRACTOR MUST BE NOTIFIED OF ANY CHANGES PH: DRAWN BY:C Rodriguez 239-265-2095 Info@overalloutdoorservices.com SCALE: NTS MEASUREMENTS AND PILING LOCATION APPROXIMATED CUSTOMER NAME SITE ADDRESS PHONE DATE 07/08/2025 REVISION DATE seal. SERVICES PERMITTING ONLY Danny Andrade 267 3rd St West Bonita Springs Fl 34134 NOTES: “NO SUBMERGED RESOURCES OBSERVED WITHIN 200’ OF PROJECT “ Sheet 6 OF 10 267 3rd St West Bonita Springs Fl 34134, SLIP #17JOHN E LUTHER 12/22/2025 Page 431 of 613 JOHN E LUTHER FL PROFESSIONAL ENGINEER Florida PE License #34304 4361 Pine Meadow Lane Sarasota Florida 34233 (941) 320-2278 This item has been digitally signed and sealed by John E. Luther PE# 34304 on the date adjacent to the Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 1st Generation Marine Contractors Office Number: 239-322-2661 COPYRIGHT OF O.M.S 2025 DESIGN FOR OVERALL MARINE CONTRACTOR MUST BE NOTIFIED OF ANY CHANGES PH: DRAWN BY:C Rodriguez 239-265-2095 Info@overalloutdoorservices.com SCALE: NTS MEASUREMENTS AND PILING LOCATION APPROXIMATED CUSTOMER NAME SITE ADDRESS PHONE DATE 07/08/2025 REVISION DATE seal. SERVICES PERMITTING ONLY Danny Andrade 267 3rd St West Bonita Springs Fl 34134 NOTES: “NO SUBMERGED RESOURCES OBSERVED WITHIN 200’ OF PROJECT “ Sheet 7 OF 10 267 3rd St West Bonita Springs Fl 34134, SLIP #17 12/22/2025 Page 432 of 613 40.3'38.3'JOHN E LUTHERSCOPE OF WORK:FL PROFESSIONAL ENGINEERFlorida PE License #343044361 Pine Meadow LaneSarasota Florida 34233(941) 320-2278This item has been digitally signedand sealed by John E. Luther PE#34304 on the date adjacent to thePrinted copies of this document arenot considered signed and sealedand the signature must beverified on any electronic copies.1st Generation Marine ContractorsOffice Number: 239-322-2661COPYRIGHT OF O.M.S 2025DESIGN FOR OVERALL MARINECONTRACTOR MUSTBE NOTIFIED OFANY CHANGESPH:DRAWN BY:C Rodriguez239-265-2095Info@overalloutdoorservices.comSCALE: NTSMEASUREMENTS AND PILINGLOCATION APPROXIMATEDCUSTOMER NAMESITE ADDRESSPHONEDATE07/08/2025REVISION DATEseal.SERVICES PERMITTING ONLYDanny Andrade267 3rd St West Bonita Springs Fl 34134Sheet 8 OF 10267 3rd St West Bonita SpringsFl 34134, SLIP #17LOA specified is 38.3’Specified LOA plus Motor protrusion = 40.3’12/22/2025Page 433 of 613 JOHN E LUTHERSCOPE OF WORK:FL PROFESSIONAL ENGINEERFlorida PE License #343044361 Pine Meadow LaneSarasota Florida 34233(941) 320-2278This item has been digitally signedand sealed by John E. Luther PE#34304 on the date adjacent to thePrinted copies of this document arenot considered signed and sealedand the signature must beverified on any electronic copies.1st Generation Marine ContractorsOffice Number: 239-322-2661COPYRIGHT OF O.M.S 2025DESIGN FOR OVERALL MARINECONTRACTOR MUSTBE NOTIFIED OFANY CHANGESPH:DRAWN BY:C Rodriguez239-265-2095Info@overalloutdoorservices.comSCALE: NTSMEASUREMENTS AND PILINGLOCATION APPROXIMATEDCUSTOMER NAMESITE ADDRESSPHONEDATE07/08/2025REVISION DATEseal.SERVICES PERMITTING ONLYFinger pier 50' X 3' (151SQF) 10 8" Diameter Pilings and 810"Diameter pilings for Boat Lifts2 - 27,000 pound Boat liftsDanny Andrade267 3rd St West Bonita Springs Fl 34134Sheet 9 OF 10267 3rd St West Bonita SpringsFl 34134, SLIP #1712/22/2025Page 434 of 613 JOHN E LUTHERSCOPE OF WORK:FL PROFESSIONAL ENGINEERFlorida PE License #343044361 Pine Meadow LaneSarasota Florida 34233(941) 320-2278This item has been digitally signedand sealed by John E. Luther PE#34304 on the date adjacent to thePrinted copies of this document arenot considered signed and sealedand the signature must beverified on any electronic copies.1st Generation Marine ContractorsOffice Number: 239-322-2661COPYRIGHT OF O.M.S 2025DESIGN FOR OVERALL MARINECONTRACTOR MUSTBE NOTIFIED OFANY CHANGESPH:DRAWN BY:C Rodriguez239-265-2095Info@overalloutdoorservices.comSCALE: NTSMEASUREMENTS AND PILINGLOCATION APPROXIMATEDCUSTOMER NAMESITE ADDRESSPHONEDATE07/08/2025REVISION DATEseal.SERVICES PERMITTING ONLYFinger pier 50' X 3' (151SQF) 10 8" Diameter Pilings and 810"Diameter pilings for Boat Lifts2 - 27,000 pound Boat liftsDanny Andrade267 3rd St West Bonita Springs Fl 34134Sheet 10 OF 10267 3rd St West Bonita SpringsFl 34134, SLIP #1712/22/2025For Reference only engineered by othersPage 435 of 613 Page 436 of 613 LAST REVISION: ZONING ___________________ OTHER ___________________SUBDIVISON INDEX ATTEST___________________________CLERK COLLIER COUNTY, FLORIDA TWP 48S RNG 25E SEC(S) 5 NO 1/2 MAP NUMBER: BY___________________________CHAIRMAN COMMUNITY DEVELOPMENT DIVISION HICKORYLITTLE 1050'S59D27'W PUD 10 THIRD STREET WESTLELYBAREFOOTBEACH N89D44'W-2000.11' PUD18,19,20,21,25,68,82,91,96,107 A 5 8 1400' 9 5 7930"5 6 11,95BD 10 11 12 LITTLE HICKORY BAY N0D36'W-2555.33'2 3 4 1 15 F 13 14 16Pu"a "5 2 4 NON-STSTST PARCEL 5A59.55AC BAY5030,RMF-16 400'260'5 960' 18 32 22211920181614131512 WEST AVENUEFOREST AVENUEVANDERBILT DRIVE (CR901)22 DOLPHIN COVE COURTRSF-3 AUDUBON COUNTRY CLUB 6 28 SIXTH STREET WEST PUD232'19184 NON-ST 6 ST BD17 16 BD 15 14,42 20 15 14 8 1310BD 9 6 7 6 21 22 17BD 23 24 13 12 11 10 2625 27 E 9 8 7 E 7 116 6 2 21 20 1,2,9,31,34,46,101 5 4 8 2 1 6 4 29 30 31 5 4 3 32 33 2 1 4 6 5 9 8 3 2 18 12 10 1 SIXTH STREET 109 8 7 11 6 5 17 1110 1312 1413 4 3 15 2 1 15 14 1716 EIGHTH STREET SEVENTH STREET 19 5 4 31 124 23 3 2 13 12 2322 21 2524 20 19 15 14 11 10WEST17 16 9 8 29EAST 28 27 26 7 30 30 14 2726 18 17 2928 16 15 32 12 2031 13 34 33 11 10 21 RMF-12 25 24 23 22 1920 18 17 2 SIXTH STREET LAKEVIEW11 393635 9 8 3837 7 6 3 40 5 4 41 2 1 16 15 13 14 12 11 10 98 7 6 10 5 4 12 4 21 C-3 7 5 6 9 8 4 3DRIVE 1110 2 1 C-1 1312 3 2 1 3 17 12 5 2 1 11 22 5 20 5 23 24 RSF-4 22FIRST STREET RMF-6 HICKORY HARBOR CONDOMINIUM SECOND STREET B THIRD STREET 23 4 3 5 3 25 5 3 3V 24 4 3 3 4 6.4' S 3 0 D 3 3 " E350'2122 1 20 1819 32 4 5 24 23 1 2 22 21 20 19 43 65 7 6 FIFTH ST WEST RMF-12 5 34 12 D 6 D 1 2 4 3 FIFTH STREET 9 8 7 6 109 1211 5 4 16 3 2 14 13 15 1615 8 7 6 5 1514 13 12 1716 11 10 4 3 2 1 20 1918 9 8 217 9 141617 C 15 6 7 C 8 1213 10 11 10 151817 B 16 87 9 1314 11 12 1413 12 11 1615 10 9 18 17 8 7 19 6 6 V 1615 14 13 1817 12 11 20 2221 19 10 9 8 7 3 C-431.2 1.1 25 24 2.22 3 2223 A 2021 4 5 A 6 7 LEE COUNTYBONITA BEACH ROAD (CR 865) 11 16181917 8 9 10 15 14 12 13 3 1 1716 15 14 1918 13 12 23 22 9 2120 11 10 8 7 2 V 7 39 16 37 16 35 16 2 1 27 17181920222325242126 33 30 DRIVEDRIVEVALLEY1 20 19 14 22 21 VALLEY6 5 4 3 23 2423 4 3 25 2 1 28 29 38 SHOREWOODSCONDOMINIUM35 34 37 36 Lot 1 13 FOURTH STREET 39 31 32 3433 35 36 3837 28 25 26 25 VALLEY DRIVE242221 4 23 3 2 1 27 26 27 2 2524 6 5 26 4 3 28 1 THIRD STREET 29 30 2324 3231 22 21 35 18 33 34 20 19 36 17 SECOND STREET 27 28 2324 29 30 22 21 33 18 31 32 1920 34 17 12356478910111215 48 FIFTH STREET 9 8 7 6 5 4 1011 9 8 1312 1514 3 2 41 40 43428 11 10 9 8 4544 4746 9 3 20 67 10 45 18 17 16 19 12C-32221 576 4 3 5049 5251 2 1 2 5453 1 46 7 44 7 14 13 39 38 15 14 4140 1213 5 4342 11 10 4544 89 37 36 1415 3938 13 12 4 424140 1011 43 89 4847 6 5 5049 34 5251 12 4645 56 4847 4 3 5049 12 33 16 2625 6 5 2827 4 3 ,23,8116V 3029 2 1 FIRST STREET 2625 24 23 2827 22 21 31 18 3029 20 19 32 17 42 7C-4 36 35 34 15 14 37 13 12 1 403938 11 10 41 9 8 4443 6 5 45 4 3 2 1 1 5 G BD ,V26,99,114 1234567891011121314151617181920212223 1234567891011H 27BD V28 29BD 1 GULFWAYCONDO HICKORY BAY WEST 32V BD33 BD35 36BD37CU BD38 CU 39 40BD 41BD BD43 44BD BD45 47BDBD48 49BD BD50 C U 5 1 BD52 BD53 BD54 55V BD56 58V 57V BD59 60BD 3 61BD CU62 BD63 BD64 V 65 66BD BD67 BD12 V 6 BD69 BD70 BD71 BD72 BD73 BD74 75BDBD76 BD77 V7879,104 105BD , V BD80 83BD 84BD 85,86BD BD 87 88BD 89BD90BD BD92BD93 BD,V 94 BD97 98V 100,113 V ,BD102103 BD106 108BD BD109 V, BD110 111 BD112 BD115 $NO. NAME P.B. Pg.1 BONITA SHORES NO.1 3 12 BONITA SHORES NO.2 3 433 LITTLE HICKORY SHORES NO.1 3 64 LITTLE HICKORY SHORES NO.2 3 795 LITTLE HICKORY SHORES NO.3 (REPLAT) 6 26 DOLPHIN COVE 19 55-56 INDICATES SPECIAL TREATMENT OVERLAY 8505N 8505S8506N LEE COUNTY1The Historic/Archaeological Probability Maps are the officialCounty source designating historic or archaeologic resources.ZONING NOTES & HEX DECISIONS1 R-82-11-C2 R-87-12C3 V-88-12 88-282456 3-11-97 V-96-33 97-1657 11-19-85 V-85-28C 85-2418 6-25-91 R-91-4 91-549 6-25-91 PUD-87-12(1) 91-5310 LDC-9111 3-5-92 BD-92-1 92-412 8-6-98 BD-98-28 98-3213 12-17-92 BD-92-9 92-2914 5-20-93 BD-93-5 93-1515 5-20-93 BD-93-6 93-1416 11-23-93 V-93-29 93-54817 12-2-93 BD-93-20 93-3718 PDA-85-1,2C19 PDA-86-17C20 PDA-86-18C21 8-2-88 PDA-88-7 88-6322 1-25-94 V-93-34 94-3623 3-8-94 V-94-1 94-15824 10-27-87 PU-87-17C 87-26025 5-24-94 PUD-77-19(6) 94-2826 6-15-95 BD-95-6 95-1927 9-7-95 BD-95-13 95-3128 9-12-95 V-95-12 95-53329 11-2-95 BD-95-18 95-4730 12-12-95 R-95-8 95-7531 1-9-96 PUD-82-11(3) 96-132 9-10-96 V-96-16 96-41933 10-3-96 BD-96-15 96-3534 11-12-96 PUD-82-11(4) 96-6935 12-5-96 BD-96-22 96-4636 12-19-96 BD-96-23 96-4737 1-14-97 CU-96-22 97-5038 4-3-97 BD-97-3 97-1239 4-22-97 CU-97-6 97-22340 5-15-97 BD-97-11 97-1841 7-3-97 BD-97-16 97-3242 9-4-97 BD-97-17 97-3643 6-4-98 BD-98-10 98-2044 5-21-98 BD-98-20 98-2545 9-17-98 BD-98-30 98-3946 9-17-98 PDI-98-4 8-3847 11-5-98 BD-98-32 98-4648 11-5-98 BD-98-34 98-4749 12-17-98 BD-98-38 98-5550 12-3-98 BD-98-36 98-5351 5-11-99 CU-99-4 99-23652 6-3-99 BD-99-8 99-2253 8-19-99 BD-99-16 99-3054 8-5-99 BD-99-12 99-2855 10-26-99 V-99-13 99-40056 1-20-00 BD-99-26 00-0157 2-8-00 V-99-26 00-5158 3-14-00 V-99-27 00-8559 2-17-00 BD-99-28 00-0360 5-4-00 BD-00-9 00-561 6-1-00 BD-00-8 00-1662 5-23-00 CU-00-1 00-15763 7-20-00 BD-00-13 00-1964 9-7-00 BD-00-18 00-2565 10-10-00 V-00-18 00-35366 11-16-00 BD-00-26 00-3467 5-3-01 BD-01-AR-351 01-0968 6-26-01 PUDA-01-AR-546 01-3569 10-4-01 BD-01-AR-1122 01-2570 4-4-02 BD-01-AR-1608 02-0371 9-5-02 BD-02-AR-2416 02-0672 9-16-02 BD-02-AR-2564 02-0573 12-19-02 BD-02-AR-3019 02-1074 2-5-04 BD-03-AR-4689 04-0275 7-15-04 BD-04-AR-5697 04-0876 7-15-04 BD-04-AR-5699 04-0777 7-15-04 BD-04-AR-5693 04-0678 5-24-05 V-04-AR-6970 05-21379 5-5-05 BD-05-AR-7155 05-0680 11-17-05 BD-05-AR-7970 05-1081 4-25-06 V-05-AR-8857 06-10882 5-23-06 PUDZ-04-AR-6283 06-2283 4-19-07 BD-06-AR-10900 07-0484 5-17-07 BD-06-AR-11004 07-0585 12-6-07 BD-07-AR-12154 07-0886 4-22-08 ADA-07-AR-12714 08-11987 11-22-08 BD-08-AR-13305 08-0588 5-6-10 BD-PL-09-918 10-0289 12-2-10 BD-PL-10-1297 10-0690 2-3-11 BD-PL-10-1313 11-0191 2-22-11 PUDA-PL-09-742 11-0492 9-6-12 BD-PL-12-26 12-0793 10-6-11 BD-PL-10-1473 11-0694 7-20-16 VA-PL-15-2429 AND BD-PL-15-37 HEX-16-2595 12-20-17 BD-PL-16-541 HEX-17-3596 9-11-18 PUDA-PL-17-4421 18-4197 1-18-19 BDE-PL-17-2736 HEX 19-0298 2-21-19 VA-PL-18-2673 HEX 19-0899 1-29-20 BDE-PL-18-3700 HEX 20-02100 1-29-20 VA-PL-17-1588 HEX 20-03101 1-28-20 PUDA-PL-19-502 20-07102 7-14-20 VA-PL-19-2360 20-128103 6-11-20 BDE-PL-19-1962 CCPC 20-02104 6-8-21 BDE-PL-20-2151 HEX 21-17105 6-8-21 VA-PL-20-2152 HEX 21-18106 9-24-21 BD-PL-20-1106 HEX-21-40107 5-12-22 PDI-PL-21-2729 HEX 22-22108 3-10-23 BD-PL-22-501 HEX 23-04109 8-9-23 BDE-PL-20-1107 HEX 23-23110 1-12-24 VA-PL-23-9299 HEX 24-01111 1-12-24 BDE-PL-22-6082 HEX 24-02112 4-9-24 BDE-PL-23-8785 HEX 24-20113 11-26-24 VA-PL-24-4206 HEX 24-59114 11-26-24 BD-PL-23-18267 HEX 24-60115 6-19-25 BD-PL-24-11787 HEX 25-18DEVELOPMENT STANDARDS MODIFICATIONS12-12-95 R-95-B 95-75THIS 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. 0 400 SCALE6/30/2025Page 437 of 613 Ini), HHl ' ~;j OCTOBER 27, 1987 Ite.'7Bl USOLU'1'IOlf 87-210, PBTITIOlf 110-87-17C, COJOl1l1fITY DIVBLOPHBlCT DIVISIOII UQt1BSTIBCJ .ROVISIOlfAL UBI "1\" OP m1I asP-4 DISTRICT POR MOlf-COHKIRCIAL BOAT LAUHCRI}~ PACILITIES - ADOPTED Planner Weeks stated the property is located approximately 1/4 mile south of Bonita Beach Road, and 3/4 mile ~eBt of Vanderbilt Drive in the Littl., Hickory Shores Subdivision. He stated that the Board directed staff to initiate a Provisional Use for this property beca- use of the small lot size which cannot be used for a principal struc- ture. He said it appears that these lots were intended for boat' " dock lots, however, that is not indicated on the plat. Mr. Weeks stated the rr,PC has reviewed this petition and forwarded it with 8'reeommendation of approval. He said correspondence on this petition was received, with six letters in favor and one in oppositiort. He noted the letter of op~osition was due to misinformation and after clarification by Staff, the objection was verbally withdrawn. Staff teeommends approval. In;re.pon.e to Chairman Hasse, planning/Zoning Director McKim stated .the docks are for private use only, however, renting of boat' docks is a problem throughout the County. She explained that Staff only becomes aware of this type of violation if there is a complaint. co..issioner .istor moved, seconded by commissioner Goodnight and oarried unenimously, that Resolution 87-260, .etition 'U-87-17C, for non-co~eroial boat launohing faoillties for property looated approximately 1/4 mile south of Bonite Beaoh Road and 3/4 mil. .est of Vanderbilt Driv., be adopted. n.),; q r'-'1, prr.q -,11'.1J, i; j ~ t I' c:~t!~ !b r Page 438 of 613 RESOLOTIOII 87- ~O OCT 271987 REUTlNG TO PI:TITlON 110. PU-87-17C FOR PROVISIONAL USI! OF PROPERTY IIEREINAFTER DESCRIBED IN COLLIER COUNTY. FLORIDA. WHEREAS. tho LoShll.turo of tho St.to of Florido in Ch.ptor 67...1246, Lav. of Florid... and Chapter 125, Florida Statut.., h.. conferred Oft Collier CoUlJty the power to .at.bIt_h, coordinate and. 1'DI!orcI 1001nl and' .uch bu.inl.' rl.ulation. a. ar. uc....ry for thu prot.ction of tha pubU.c; and lREllEAS, Th. CoUDty purauant thlrlto ha. adoptld a eo.pr.han.lv. Zoning Ordinlncl ..tlbU.bins rlsulationa for the zonins of particullr I.llsr.phie divialona of the County. allOnl which 1a the Irautina of prllvi81on.al n.a.; and WHEREAS. the Colli.. County Pl.nnins eo..t..ion, beinl the duly pl,ointod .nd conotitutod platlninl bo.rd for tho .r.. horoby .ffoctld. hall b.ld . pubil.c h....i.n. .ftar Dotic. al in .aid r.gulat10111 ..d. Ind pt'lTf'ld.d. and ba. couaid.r.d the advlubl1ity of Proviliona1 U.. "a" in I lSF-4 zona for the prop4lrty harelnafter de.cribed. and baa found II a uttar of fact (Exhibit "A") tbat satilfaetary prCTf'illan and arrAngement ba. baen ..de eoncernlnl all applicabla ..ttlr. rlquirld by aid ra.ulation. and in 'lccordancl with Section 13 - 1d of thl ZoniDI Rogulation. for tho Collio.. County Pl.nDins eo-i..ionl .nd W'RER.!AS. all intlrllll:ld plrtil. ha". baln si"ln opportunity to be h..rd by thia Bo.rd in public ..otinl ......blod .nd tho Bo.rd ,,"viDl coneidar.d all _tt.r. pre:lantld. NOW, THEREFORE BE IT RESOLVED. BY THE BOARD or ZOlIIRG APPEALS of ColIior County, Florid. th.t tho potition of Co.ouDity Dovolop..nt 01"i.ioo. repra..ntiq tM 50ard 'Jf County Coadaaionerl, rith rllpect to the proparty herlinaftlr d.lcrib.d a.: loti 1 through 23, Block "en. Little Hickory Shore.. Unlt 13. II rlcorded in P~lt Book 6, PI.e 2. Official R.cord. of Collior County 1m lU9 Fl~l 27 Page 439 of 613 I""" 109fl'ot 28 l..'" b. and i:,\ I, OCT 271987 the .... i. hareby approved for Pt'ovl11onal U.. "a" of the ISr-4 lonlna diltrict for Non-t::o...rclal BOlt Lnunchlng Facf lit i.. t aubj.~t to tho follov1ns conditionl' a.At tial of obtaicinl a dock pl.-it, I risht-of-vay porait shall b. obtained Ind the owner ,hall provide Ree... iaprov...ntl to prevlnt daus_ to the rOldway and roadwlY drainlSI laprov...ntl. b. All boat doclta aractad on thl lubjoct lota ..ot cOllply with Section 8.46 of tho Zonins Ordinanco (82-2). BE IT FURTlIEIl RESOLVED that tbia raloluUon bl racordad in tha aioutal of thia acard. eo-i..loner offorad tha forlsoina rOlolutionPlator nd 8OVod itl adoption. ..condod by eoa.iaaionor C"'.nMl"d c:1hfo and upon roll call, the vote va.: AlESI Commissioners Pistor, Goodnight, Glass, Saunders and Hasse NATS I None AIlSEIIT AlID lOT VOTING. Ilone AIlSTEIlTIOII: None Ilcm. tbia 27th OCtober 1987.day of IOAlD or Z0II111G APPEALS COLL~' FLOlIDA" ~ ST. a IlAltA. SIt.J"'~ t\',\o/?la" Attta't, JAII!S"Cl. GILES. CLItRX BY'~-::"""")y~....5 vfr~ Magn, ~ty Clerk APPlllVED AS TO FOIlK A/lD LEGAL ~lJFFICIEJlCYI a ~,*..~ R. IlUCE I OM ASSISTAIIT COU1ITT ATTOlUIET PU-87-I7C ....olution Page 440 of 613 OCT 271987 EXIIIIIIT A FIIIDIlIO OF FACT BT COLLIER COUNTY PLANNING COMMISSION FOR A PROVISIONAL USE PETITION FOR PU-87-17C The followina facti ar. founds 1. Saction 7. I lb. ) ) (.) prntaloGa 1 u... of the Zoning OrdinancI authorized the 2. Grantina the prov1aionaI u.o viII not adv.r..ly affoct tha public inter.at and viII not adyer..ly .ffact othlr property or u... In the .... d1atrict or nailbborhood bICIU.. of: A. Caneral complianc. with the Comprahenlivl Plan: Compll.. with Comprehlnlivl Plan Tn..&.. No_ B. Ingr... and ISr... to prop.rty and propo..d structural thereon with particular raflrlncl to automotive Ind ped.ltri.D ..laty and convlniencl, traffic flow and control. and ace... in c... of fira or cata.trophl: Ad.qu.t~nlr... , aar... T.I -Z::.- Ko_ c. Affectl nlighbor101 proplrtie. in relation to noi.., alarl, economic or odor Iffectl: No .ff.ct or Affoct mitis.tod by Afflct cannot be _itig.ted D. Conaral compatibility vith adjacent proportio. and othor proporty in tho diotrict. Compatiblo uoa vithin diatrict Too ')( No _ I...d on the above flDd1nsa, this provisional use . stipulations, (copy attachld) (.k9~lA Mft~) b. rae DATE. /~/i7 I nID1IIll OF FACT FOIII oo~ JL()l}Pl~[ ~!} Page 441 of 613 13 Al RESOLUTION NO. 2000-2.!.- RELATING TO PETITION NUMBER V-99-26 FOR A VARIANCE ON PROPERTY HEREINAFTER DESCRIBED IN COLLIER COUNTY, FLORIDA. WHEREAS, the Legislature of the State of Florida in Chapter 125, Florida Statutes, has conferred on all counties in Florida the power to establish, coordinate and enforce zoning and such business regulations as are necessary for the protection of the public; and WHEREAS, the County pursuant thereto has adopted a Land Development Code Ordinance No. 91-102) which establishes regulations for the zoning of particular geographic divisions of the County, among which is the granting of variances; and WHEREAS, the Board of Zoning Appeals, being the duly elected constituted Board of the area hereby affected, has held a public hearing after notice as in said regulations made and provided, and has considered the advisability of a 7. 5-foot variance from the required side yard setback of 7.5 feet to -0- feet as shown on the attached plot plan, Exhibit "A", in an RSF-4 Zone for the property hereinafter described, and has found as a matter of fact that satisfactory provision and arrangement have been made concerning all applicable matters required by said regulations and in accordance with Section 2.7.5 of the Zoning Regulations of said Land Development Code for the unincorporated area of Collier County; and WHEREAS, all interested parties have been given opportunity to be heard by this Board in public meeting assembled, and the Board having considered all matters presented; NOW THEREFORE BE IT RESOLVED BY THE BOARD OF ZONING APPEALS of Collier County, Florida, that: The Petition V-99-26 filed by James M. Boswell, II, representing property owners of blocks "G" & "H" Little Hickory Shores Unit 3, with respect to the property hereinafter described as: Exhibit "B" be and the same hereby is approved for a 7.5-foot variance from the required side yard setback of 75 feet to -0- feet as shown on the attached plot plan, Exhibit "Au, of the RSF -4 Zoning District wherein said property is located, subject to the following conditions Exhibit "C" BE IT RESOLVED that this Resolution relating to Petition Number V-99-26 be recorded in the minutes of this Board. 1- Page 442 of 613 This Resolution adopted after motion, second and majority vote. Done this 1S"4:h day of ~ ,2000. ATTEST: . . DWlGBT E. BROCK, Clerk A ,1>'- Attest 4S to Cha!,..n's J8.M.$J!cfts qB \1drrn and Legal Sufficiency: C1JIN'7Yl~ Mar 1 M. Scuden Assistant County Attorney g/adminJ RESOLl.JI10NN -99-26/CB/ts BOARD OF ZONING APPEALS COLLIER OUNTY, FLORIDA 2- 13 Al CHAIRMAN Page 443 of 613 13 Al t7.th1' 5 tU7 {) . l ~ i: f'/(7~'.:' loordnule l 4,.... r::::: 6 3::~ ~. Z. 9 1\ \ I/~ " \;_ 1~ f0o~ r \.. lIfR181 htJf j)~t'" J 3(717)- ~ I TIJII' plg/l III" 8. 5.86 i 7(/ o Cl. u. 0- J!'ppro~e'J- MirJr Ll u 1"#.7..1'1'1 .:1"69 - '-". J~"~~II~" Nn;'~i/>-:-v'/7,1 Aj ?--~ -I '""Q C> c... AI ,1'.7J 'It I~ 1 .. I~, I ~ Q"~<~. 60' I \!PRM l\ i .!l ~ :::"!; t ~,~ l 'f~'" 1. 'i. ~ If j ;"Jd~ C>> tt-- .r~' I:> Q,... C" 7,. J '/J Jr. <j/lG' r.r()/'Iolll o/,~I.1'.:7r~J JQ"'/~J /, Iid~/'II Q/I.7 :.kcre/ory 1// L'JIII/!' I.f ,,/ //tJr/f/t7, /tJmr' j fC"r'f r:kcf. - ',7 '10'1 a.'1 N~ Ie I Ql'ld (J't>~d' <7f lId/II16'Y 171/i'''Cl1 II/en-IV un f' ,.. ./i.1 7<6/ -,.,-,/ d~",dl EXHIBIT A" r-. Page 444 of 613 13 Al LEGAL DESCRIPTION Lots 3,4.5.6,7,8,9,10, Block "H" and Lots 4,5,9,10,11,12,14,17, 18, 19, 20, Block "G" Little Hickory Shores Unit 3, replat, as recorded in Plat Book 6, page 2 of Official Records of Collier County, Florida. EXHIBIT "B" Page 445 of 613 13 At CONDITIONS OF APPROVAL V.99.26 This approval is conditioned upon the following stipulations requested by the Collier County Planning Commission in their public hearing on January 6, 2000. 1. These docks are private in nature and shall not be used for rental purposes. 2. These docks shall not be used for any commercial purposes including the mooring of commercial boats. EXHIBIT "C" Page 446 of 613 BOAT DOCK FACILITY EXTENSION REQUEST 267 3rd Street West, Bonita Springs, Florida 34134 PL 20240005463 Birgitt Dagge Overall Marine Services Dagge@bdagge.com On behalf of Lucas Andrade 12651 Water Oak Dr, Estero FL 34135 Submitted to: John Kelly, Planner Collier County Growth Management Community Development Department 2800 North Horseshoe Drive, Naples, Florida 34104 Page 447 of 613 Page 448 of 613 1.Application: 1a. Narrative of request 1b. Property Information 1c. Property Ownership Disclosure Form 1d. V ariance for a boat dock extension Page 449 of 613 Grovvth Management Community Development Department Need Help? GMCD Public Portal Online Payment Guide E-Permitting Guides BOATHOUSE ESTABLISHMENT PETITION OR BOAT DOCK FACILITY EXTENSION land Development Code Section 5.03 .. 06 Chapter 3 B.1 or B.2 of the Administrative Code THIS PETITION IS FOR (check one or both, if applicable): □ BOATHOUSE lvl DOCK EXTENSION APPLICANT INFORMATION ' . . ' Name of Property Owner(s): _A_n _d _ra_d _e_, _L_u_c _a_s ____________________ Name of Applicant if different than owner: Overall Marine Services LLC Address: 12651 Water Oak Drive City: Estero State: FL ZIP: 34135 T elephone: none Cell: _(2_3_9_)_9_9_4_-4_7_1_1 ______ _ E-Mail Address: Dagge@bdagge.com Name of Agent: Birgitt Dagge Firm : Overall Marine Services L L C Address: 5940 Y oungquist R oad City: Ft Myers State: F L ZIP: 33912 Telephone:_n_o_n_e ____________ _ E-Mail Address: dagge@bdagge.com Cell: (239) 994-4 711 I PROPIERTY LOCATION Section/Township/Range: 5 /48 / 25 Property ID Number: _5_6_0 _0_1_3_2_0_0 _0_5 ______ _Subdivision: 468700 Little Hickory Shores Unit: 3 Block: G Lot: slip 17------ Address/ General Location of Subject Property: 267 3rd Street W slip 17 Current Zoning and Land Use of Subject Property: Boat Dock Lot Provisional Use Approval ( by means of Resolution No, 87-260) BE AWARE THAT COLLIER COUNTY HAS LOBBYIST REGULATIONS. GUIDE YOURSELF ACCORDINGLY AND ENSURE THAT YOU ARE IN COMPLIANCE WITH THESE REGULATIONS. Boathouse Establishment Pe.liii,Q.n prJ3ogt Dock Facilitx Extension {B ,g_)_�/,�;4�24 Planning and Zoning Division • 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 www.colliercountvfl.aov - Pa ge 1 of 7 I Page 450 of 613 Page 451 of 613 Page 452 of 613 Page 453 of 613 Page 454 of 613 Page 455 of 613 Page 456 of 613 2. Disclosure of Property Ownership Interest Page 457 of 613 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 Lucas Andrade. 12651 Water Oak Dr Estero FL 33928 100% Page 458 of 613 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: 09/25/2020 Page 459 of 613 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 Lucas Andrade 04/29/2024 Page 460 of 613 3.Affidavit of Authorization Page 461 of 613 Page 462 of 613 4.Drawings of proposed Boat Dock with w ater depth, location maps etc. Page 463 of 613 Page 464 of 613 Page 465 of 613 Page 466 of 613 Page 467 of 613 Page 468 of 613 Page 469 of 613 Page 470 of 613 Page 471 of 613 Page 472 of 613 Page 473 of 613 5. Deviation Justifications Page 474 of 613 Boat Dock Facility Extension Request 267 3rd Street West, Bonita Springs, Florida 34134 PL 20240001414 1 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.) Criterion met - The proposed dock is appropriate in length, location, land use and zoning. The two slips proposed are appropriate for a typical Boat Dock lot with provisional use approval. The finger piers will accommodate the owners planned 38’4” Fountain boats and will protrude no more than 48’ including motors into the bay. 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.) Criterion met - The water depth at the site is too shallow for the owner’s boats. The attached specifications of the Fountain 38 SC boat state that the hull draft is 2.6 feet with the engines down. The boat lifts’ cradles require an additional 1.5 feet. The Mean Low Water line at mean low tide is -0.58’, which will not allow enough depth for the boats. At the mean low water line, the rip rap would be exposed which will make docking of the boat impractical. Also, the lot size and surrounding area will not allow for a diSerent layout of the dock facility. Please see attached site plan and survey of the water depths for more information. 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 traIic in the channel.) Criterion met - The waterway at the proposed dock location does not have navigable marked channels. The distance to the opposite shore is approximately 446 feet, resulting in a dock protrusion of about 10.8%, which is under the 25% guideline. This dock will extend less than other docks at the same facility. Based on these factors, the proposed dock will not impact navigation within the channel. Page 475 of 613 Boat Dock Facility Extension Request 267 3rd Street West, Bonita Springs, Florida 34134 PL 20240001414 2 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 – Based upon the survey the waterway measurement at the most restrictive is approximately 446 ft at the dock facility. The dock and boats would extend approximately 48 feet, which constitutes a protrusion of under 10.8%. Which is less than the permissible limit of 25 % into the waterway. Therefore, the current navigability is preserved Please note the opposite shoreline is a designated reserve without any dock protrusions. Therefore, the overall navigational area would be just under 400 feet. 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.) Criterion met - The proposed dock would not interfere with the use of neighboring docks as the proposed dock will be in line with the neighbor’s docks. Neighboring docks have the same or greater protrusion into the waterway which means the proposed dock will not interfere with their navigation. Page 476 of 613 Boat Dock Facility Extension Request 267 3rd Street West, Bonita Springs, Florida 34134 PL 20240001414 1 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 dock has been placed at the proposed location primarily so that the dock would confirm to the general layout of the docking facilities around it. At its current location, the dock allows the boat to back out and enter the waterway without interfering with the mangroves and other natural growth in the estuary. Please refer to page 4 of the site plan for measurements of the waterway at critical points. The proposed layout does not interfere with Mangroves or seagrass beds. (please see Marine Resource Survey’s summary of findings ) 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 proposed dock will allow safe and reasonable access to the boats. The finger pier is 50 ft long and 3 ft wide. These dimensions are not excessive but rather typical for the dock’s intended use. In fact, we more often see a 4-foot-wide access pier which is wider than the proposed dock. 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.) Criterion Not met – not applicable as this is not a single-family dock facility, the lot is only 30 ft wide and designed and permitted to hold a 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.) Criterion met - The new dock will not have a major impact on the waterfront view of the neighboring property owners. To the north and south there are other docking facilities. 5. Whether seagrass beds will be impacted by the proposed dock facility. (If seagrass beds are present, compliance with subsection 5.03.06.J of the LDC must be demonstrated.) Page 477 of 613 Boat Dock Facility Extension Request 267 3rd Street West, Bonita Springs, Florida 34134 PL 20240001414 2 Criterion met -Please refer to the Marine Resource Survey – “Biologists observed zero sea-grass resources present” 6. Whether the proposed dock facility is subject to the manatee protection requirements of subsection 5.03.06(E)(l 1) of this Code. (If applicable, compliance with section 5.03.06(E)(l 1) must be demonstrated.) Criterion met – Not applicable This item is not applicable for this dock as the Collier County Manatee Protection plan does not apply. The site is not located within Port of the Islands and is therefore not required to follow this code. Page 478 of 613 6.Boundary Survey Page 479 of 613 Page 480 of 613 PAGE 2 OF 3 SURVEY SKETCH OF SURVEY NOT FOR FENCE CONSTRUCTION NOT FOR CONSTRUCTION NOT FOR DESIGN NOT FOR ENGINEERING DESIGN PHOTO PAGE REVISIONS PROJECT NO. N/A 41-85087 BONITA SPRINGS, FLORIDA 34135 F.L.A. SURVEYS CORP.NAPLES, FLORIDA 34104 DRAWN BY: LFD PARTY CHIEF: PROFESSIONAL LAND SURVEYORS & MAPPERS - LB 6569 239-250-5730 3884 PROGRESS AVE, SUITE 104-B 9220 BONITA BEACH RD, STE. 200 Page 481 of 613 PAGE 3 OF 3 NOT VALID WITHOUT PAGES 1 AND 2 OF 3 GENERAL NOTES ABSTRACT NOT REVIEWED N =NORTH S =SOUTH E =EAST W =WEST,OR ANY COMBINATIONTHEREOF 1.º=DEGREES 2.‘=MINUTES WHEN USED IN A BEARING 3.“=SECONDS WHEN USED IN A BEARING 4.‘=FEET WHEN USED IN A DISTANCE 5.“=INCHES WHEN USED IN A DISTANCE 6.±=“MORE OR LESS”OR “PLUS OR MINUS” 7.A =ARC DISTANCE 8.AC =ACRES 9.A/C =AIR CONDITIONING PAD 10.A.E =ACCESS EASEMENT 10 A.ADJ=ADJUSTED 11.AF =ALUMINUM FENCE 12.AMUE =AVE MARIA UTILITY EASEMENT 12A.APPROX.=APPROXIMATE 12B.AVE =AVENUE 13.B.E.=BUFFER EASEMENT 14.BM =BENCHMARK 15.BOB =BASIS OF BEARING 16.BRG =BEARING 17.C#=CURVE NUMBER 18.C =CALCULATED 19.CB =CATCH BASIN 20.CHB =CHORD BEARING 21.CHD =CHORD 22.CLF =CHAINLINK FENCE 23.CM =CONCRETE MONUMENT 24.CO =CLEAN OUT 25.COL =COLUMN 26.CONC =CONCRETE 27.CPP =CONCRETE POWER POLE 28.CSW =CONCRETE SIDEWALK 29.CTV=CABLE TV RISER 30.C.U.E=COLLIER COUNTY UTILITY EASEMENT 31.D =DEED 32.D.E=DRAINAGE EASEMENT 33.DH =DRILL HOLE 34.DI =DROP INLET 35.ELEC=ELECTRIC 36.EOP =EDGE OF PAVEMENT 37.EOR =EDGE OF ROAD 38.EOW =EDGE OF WATER 39.F=AS LABELED OR FOUND IN THE FIELD 40.F.A.C.=FLORIDA ADMINISTRATIVE CODE 41.FCC =FOUND CROSS CUT 42.FCM =FOUND CONCRETE MONUMENT 43.FEMA =FEDERAL EMERGENCY MANAGEMENT AGENCY 44.FDH =FOUND DRILL HOLE 45.FFE =FINISH FLOOR ELEVATION 46.FH =FIRE HYDRANT 47.FIP =FOUND IRON PIPE 48.FIR =FOUND IRON ROD 49.FN =FOUND NAIL 50.FND =FOUND 51.FN&D =FOUND NAIL &DISC 52.FPK =FOUND PK NAIL 53.FPK&D =FOUND PK NAIL AND DISC 53.G =GEODETIC 54.GPS =GLOBAL POSITIONING SYSTEM 54.GCE =GOLF COURSE EASEMENT 55.HCP =HANDICAP PARKING 56.IE =IRRIGATION EASEMENT 57.ILLEG =ILLEGIBLE 57.LB =LICENSED BUSINESS 58.LBE =LANDSCAPE BUFFER EASEMENT 59.LE =LANDSCAPE EASEMENT 60.L.M.E =LAKE MAINTENANCE EASEMENT 61.LP =LIGHT POLE 62.M =MEASURED 63.ME =MAINTENANCE EASEMENT 64.MH =MANHOLE 65.N.A.V.D.=NORTH AMERICAN VERTICAL DATUM 65.A NAVD =NORTH AMERICAN VERTICAL DATUM 66.N.G.V.D.=NATIONAL GEODETIC VERTICAL DATUM 67.NO ID =NO IDENTIFYING MARKINGS 68.(NR)=NON-RADIAL 69.NTS=NOT TO SCALE 70.OHP=OVERHEAD POWER 71.OHU =OVERHEAD UTILITY LINE 72.O.R.=OFFICIAL RECORD BOOK 73.O/S =OFFSET 74.P =PLAT 75.PBIDDE =PELICAN BAY IMPROVEMENT DISTRICT DRAINAGE EASEMENT 76.PC =POINT OF CURVATURE 77.PCC POINT OF COMPOUND CURVATURE 78.PCP =PERMANENT CONTROL POINT 79.PG =PAGE 80.PI =POINT OF INTERSECTION 81.PK =PARKER KALON NAIL 82.PLS =PROFESSIONAL LAND SURVEYOR 83.POB =POINT OF BEGINNING 84.POC =POINT OF COMMENCEMENT 85.PP =POWER POLE 86.PRC =POINT OF REVERSE CURVE 87.PRM =PERMANENT REFERENCE MONUMENT 88.PSM=PROFESSIONAL SURVEYOR AND MAPPER 89.P.U &D.E =PUBLIC UTILITY &DRAINAGE EASEMENT 90.PUE =PUBLIC UTILITY EASEMENT 91.PT =POINT OF TANGENCY 92.PVS =PAVERS 93.Q.W.P.E.=QUAIL WEST PERPETUAL EASEMENT 94.(R )=RADIAL 95.R =RADIUS 96.RING =ITEM DETECTED BY METAL DETECTOR BUT NOT RECOVERED 97.RNG=RANGE 98.ROW =RIGHT-OF-WAY 99.RR SPK =RAILROAD SPIKE 100.SAT=SATELLITE DISH 101.S.D.E =STREET DRAINAGE EASEMENT 102.SEC =SECTION 103.SDH =SET DRILL HOLE,NO ID 104.SIR =SET 5/8"IRON ROD WITH LB NUMBER OF CORPORATION 105.SPK&D =SET PK WITH DISC WITH LB NUMBER 106.TBM TEMPORARY BENCH MARK 107.TEL =TELEPHONE FACILITIES 108.TOB =TOP OF BANK 109.TP =TRANSMITTER PAD 110.TWP=TOWNSHIP 111.U.E =UTILITY EASEMENT 112.VF =VINYL FENCE 113.VLV =VALVE 114.W =WATER SERVICE 115.WIT =WITNESS 115.WB =WATER BOX 116.WF=WOOD FENCE 117.WPP=WOOD POWER POLE 118.=DELTA OR CENTRAL ANGLE OF CURVE 119.DIMENSIONS ARE IN FEET AND IN DECIMALS THEREOF 120.ELEVATIONS SHOWN HEREON ARE N.A.V.D.UNLESS OTHERWISE STATED 121.ALL PHYSICAL IMPROVEMENTS SHOWN WITHOUT DIMENSIONS ARE FOR INFORMATIONAL PURPOSES ONLY.THAT THEY DO EXIST,BUT WERE NOT NECESSARILY MEASURED IN THE FIELD. 122.NOTE:LEGAL DESCRIPTION IS FROM LATEST DEED OF RECORD UNLESS OTHERWISE NOTED. 123.EASEMENTS AND RIGHT OF WAYS SHOWN ARE PER RECORDED PLAT OR AS FURNISHED BY THE CLIENT 124.FOUNDATION LINE BELOW THE SURFACE OF THE GROUND IS NOT REFLECTED 125.THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PURPOSES UNDER ANY CONDITION UNLESS OTHERWISE STATED 126.NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS NOTED 127.NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS,RIGHT OF WAYS,AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN 128.THERE ARE NO VISIBLE ENCROACHMENTS EXCEPT THOSE AS DELINEATED ON THIS PLAT OF SURVEY 129. TIES ARE TO FIELD LINES UNLESS OTHERWISE NOTED 130.THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR EASEMENTS THAT ARE NOT RECORDED ON SAID PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY 131.FENCES MEANDER ON AND OFF LINE,APPROXIMATE LOCATION ONLY UNLESS STATED OTHERWISE.132.THE LINES ON THIS SKETCH DO NOT CONSTITUTE OWNERSHIP 133.THE INTENT OF THIS SURVEY IS FOR TITLE TRANSFER ONLY UNLESS STATED OTHERWISE 134. FLORIDA STATUTE 61G17-6.004:TWO SITE BENCHMARKS ARE REQUIRED FOR CONSTRUCTION.135.THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. 121.F.E.M.A.FLOOD HAZARD MAPPING:THIS DATE PRODUCT WAS NOT DESIGNED TO MAKE PRECISE IN/OUT FLOOD RISK DETERMINATIONS.THIS PRODUCT IS NOT SUITABLE FOR ENGINEERING APPLICATIONS AND CANNOT BE USED TO DETERMINE ABSOLUTE DELINEATIONS OF FLOOD Page 482 of 613 BOUNDARIES.CALL 1-877-FEMAMAP OR EMAIL A MAP SPECIALIST AT WWW.FEMA.ORG/MIT/TSD/FQ MAP17.HTM. 137.PROPERTY OWNER SHOULD OBTAIN WRITTEN FLOOD ZONE DETERMINATION FROM LOCAL PERMITTING,PLANNING AND BUILDING DEPARTMENT PRIOR TO ANY CONSTRUCTION PLANNING AND/OR CONSTRUCTION 138.IN COMPLIANCE WITH F.A.C.61G17-6.0031 (4)(E)–IF LOCATION OF EASEMENTS OR RIGHT-OF-WAY OF RECORD,OTHER THAN THOSE ON RECORD PLAT,IS REQUIRED,THIS INFORMATION MUST BE FURNISHED TO THE SURVEYOR AND MAPPER. 139.IF APPLICABLE,FENCES SHOWN MEANDER ON OR OFF LINES (APPROXIMATE LOCATION ONLY)140. ARCHITECTURAL FEATURES,SUCH AS FURRING STRIPS,SIDING,CORNICES,STUCCO,ETC.,OUTSIDE THE LINE OF THE STRUCTURE HAVE BEEN TAKEN INTO ACCOUNT WHEN GIVING TIES FROM THE STRUCTURE TO THE LOT LINES. 141.ATTENTION IS DIRECTED TO THE FACT THAT THIS SURVEY MAY HAVE BEEN REDUCED OR ENLARGED IN SIZE DUE TO REPRODUCTION.THIS SHOULD BE TAKEN INTO CONSIDERATION WHEN OBTAINING SCALED DATA. Page 483 of 613 Juliet Diaz General Manager F.L.A. Surveys Corp. 3884 Progress Ave., Suite 104 Naples, FL 34104 239-370-1900 Fax 1 (239) 240-8905 Addressing your concerns for Andrade 267 3rd Street W Bonita Springs: 1. The lot width is noted on the survey as L-3 as 30’ 2. The distance to the opposite shoreline is noted in the approx. mid distance on the Riparian Line of approximately 450’ 3. The Site Plan provided did not show the dimensions, so we are unable to reflect on the survey. 4. The side setback determination is provided by Collier County Builidng Dept. Basic Explanation for Waterway Elevations: Office of Coast Survey National Oceanic and Atmospheric Administration (NOAA) DEFINITION: • Depth: A fully processed seabed elevation value relative to an established vertical datum, portrayed in a gridded data set or product surface of a hydrographic survey. A surveyed depth may be computed based on statistical analysis and uncertainty estimates from a sample set of soundings. If you review the elevations noted on the survey ranging from one shoreline to the opposite shoreline, as an example, they may range from -2.5’ NAVD to -10.5’ NAVD in the center of the waterway with 0.0’ representing the Mean High W ater Elevation. If you review the cross-section elevations noted on the survey which bisect the Riparian lines, they are reflected moving along the waterway, for example, the elevations may range from -8.5’ NAVD to -10.0’ NAVD to -10.0’ NAVD to -9.9’ NAVD. These elevations represent the actual bed of the waterway as they were collected utilizing the GPS range pole lowered until it rested on the waterway bed. Please do not hesitate to reach out to us if you have any additional questions or concerns. Page 484 of 613 7. Other documents 7a. Submerged Resource Survey. 7b. Notice of Commencement 7c. DEP Page 485 of 613 Page 486 of 613 Page 487 of 613 Page 488 of 613 267 3rd Street; Andrade Marine Resource Survey Summary of Findings 4.0 TEC Biologists observed zero (0) sea-grass resources present adjacent to the subject site in the impact area for the proposed dock and lifts. Adjacent to the seawall there is rip-rap rocks with live and dead oyster clumps. The oysters range in size from 2" to 5"+ in diameter. At the toe of the riprap the sediment consisted of shell hash, sand, oysters, and rock. 2'-5' into water body the sediment composition is muck and silt; which extended into the remainder of the survey area. There are multiple small mangroves along the property boundary and there is a riprap shoreline installed. The exempt dock that is proposed should not affect the mangroves on site. Other species present include, but not limited to; Sheepshead, Snook, Tarpon, Mangrove Snapper, Mullet, Red Drum, and Trout. Coordination with the Collier County and Florida DEP will be required. *If development does not occur within a reasonable time frame (90-days) an updated survey and reassessment will be required. **The sea-grass growing season starts June 1st and ends September 30th, sea-grass surveys have to be conducted within this time period. CONCLUSION 5.0 No impacts to marine resources are anticipated from the proposed project. -Tropical Environmental Consultants - 28200 Old 41 Rd UNIT 209 Bonita Springs, FL 34135 239-455-6232 Page 489 of 613 Page 490 of 613 Page 491 of 613 Page 492 of 613 Page 493 of 613 Page 494 of 613 Page 495 of 613 Page 496 of 613 Page 497 of 613 Page 498 of 613 Page 499 of 613 www.floridadep.gov FLORIDA DEPARTMENT OF Environmental Protection South District PO Box 2549 Fort Myers FL 33902-2549 SouthDistrict@FloridaDEP.gov Ron DeSantis Governor Jeanette Nuñez Lt. Governor Shawn Hamilton Secretary CORRECTED November 14, 2024 Lucas Andrade c/o Schuyler Houfek 3900 Mannix Dr. STE 118 Naples, FL 34114 shoufek@tecsfl.com File No.:0450481-002 EE, Collier County Dear Lucas Andrade: On November 6, 2024, we received your Application for an individual permit to perform the following activities: Install a 220 square foot private dock and two uncovered boat lifts at 267 3rd St, Bonita Springs, FL. 34134, Parcel ID No. 56001320005, in a(n) Little Hickory Bay, Class II Outstanding Florida Waters, Unclassified for shellfish harvesting, Section 05, Township 48 South, Range 25 East, Collier County. Your request has been reviewed to determine whether it qualifies for (1) a regulatory exemption, (2) proprietary authorization (related to state-owned submerged lands), and (3) federal approval that may be necessary for work in wetlands or waters of the United States. Your project did not qualify for the federal review portion of this verification request. Specifically, the Department did not receive the Project Design Criteria Checklists. Additional authorization must be obtained prior to commencement of the proposed activity. This letter does not relieve you from the responsibility of obtaining other federal, state, or local authorizations that may be required for the activity. Please refer to the specific section(s) dealing with that portion of the review below for advice on how to proceed. Your project either qualifies or was not applicable for all three authorizations types. However, this letter does not relieve you from the responsibility of obtaining other federal, state, or local authorizations that may be required for the activity. If you change the project from what you submitted, the authorization(s) granted may no longer be valid at the time of commencement of the project. Please contact us prior to beginning your project if you wish to make any changes. Page 500 of 613 File Name: Lucas Andrade File No: 0450481-002 EE Page 2 of 7 If you have any questions regarding this matter, please contact us by telephone at (239) 344-5600 or by e-mail at SouthDistrict@floridadep.gov. 1. Regulatory Review – VERIFIED Based on the information submitted, the Department has verified that the activity as proposed is exempt under Chapter 62-330.051(5)(b), Florida Administrative Code, and Section 403.813(1)(b) of the Florida Statutes from the need to obtain a regulatory permit under Part IV of Chapter 373 of the Florida Statutes. This exemption verification is based on the information you provided the Department and the statutes and rules in effect when the information was submitted. This verification may not be valid if site conditions materially change, the project design is modified, or the statutes or rules governing the exempt activity are amended. In the event you need to re-verify the exempt status for the activity, a new request and verification fee will be required. Any substantial modifications to the project design should be submitted to the Department for review, as changes may result in a permit being required. 2. Proprietary Review - GRANTED The Department acts as staff to the Board of Trustees of the Internal Improvement Trust Fund (Board of Trustees) and issues certain authorizations for the use of sovereign submerged lands. The Department has the authority to review activities on sovereign submerged lands under Chapters 253 and 258 of the Florida Statutes, and Chapters 18-18, 18-20, and 18-21, Florida Administrative Code, as applicable. The activity appears to be located on sovereign submerged lands owned by the Board of Trustees. The activity is not exempt from the need to obtain the applicable proprietary authorization. As staff to the Board of Trustees, the Department has reviewed the activity described above, and has determined that the activity qualifies for an automatic consent by rule under Rule 18-21.005(1)(b), Florida Administrative Code, and Section 253.77 of the Florida Statutes to construct and use the activity on the specified sovereign submerged lands, as long as the work performed is located within the boundaries as described herein and is consistent with the terms and conditions herein. No further application is required for this consent by rule. Special Consent Conditions 1. The applicant agrees to indemnify, defend and hold harmless the Board of Trustees and the State of Florida from all claims, actions, lawsuits and demands in any form arising out of the authorization to use sovereignty submerged lands or the applicant’s use and construction of structures on sovereignty submerged lands. This duty to indemnify and hold harmless will include any and all liabilities that are associated with the structure or activity including special assessments or taxes that are now or in the future assessed against the structure or activity during the period of the authorization. Page 501 of 613 File Name: Lucas Andrade File No: 0450481-002 EE Page 3 of 7 2. Failure by the Board of Trustees to enforce any violation of a provision of the authorization or waiver by the Board of Trustees of any provision of the authorization will not invalidate the provision not enforced or waived, nor will the failure to enforce or a waiver prevent the Board of Trustees from enforcing the unenforced or waived provision in the event of a violation of that provision. 3. Applicant binds itself and its successors and assigns to abide by the provisions and conditions set forth in the authorization. If the applicant or its successors or assigns fails or refuses to comply with the provisions and conditions of the authorization, the authorization may be terminated by the Board of Trustees after written notice to the applicant or its successors or assigns. Upon receipt of such notice, the applicant or its successors or assigns will have thirty (30) days in which to correct the violations. Failure to correct the violations within this period will result in the automatic revocation of this authorization. 4. All costs incurred by the Board of Trustees in enforcing the terms and conditions of the authorization will be paid by the applicant. Any notice required by law will be made by certified mail at the address shown on page one of the authorization. The applicant will notify the Board of Trustees in writing of any change of address at least ten days before the change becomes effective. 5. This authorization does not allow any activity prohibited in a conservation easement or restrictive covenant that prohibits the activity. General Conditions for Authorizations for Activities All authorizations granted by rule or in writing under Rule 18-21.005, F.A.C., except those for geophysical testing, shall be subject to the general conditions as set forth in paragraphs (a) through (i) below. The general conditions shall be part of all authorizations under this chapter, shall be binding upon the grantee, and shall be enforceable under Chapter 253 or 258, Part II, F.S. (a) Authorizations are valid only for the specified activity or use. Any unauthorized deviation from the specified activity or use and the conditions for undertaking that activity or use shall constitute a violation. Violation of the authorization shall result in suspension or revocation of the grantee’s use of the sovereignty submerged land unless cured to the satisfaction of the Board. (b) Authorizations convey no title to sovereignty submerged land or water column, nor do they constitute recognition or acknowledgment of any other person’s title to such land or water. (c) Authorizations may be modified, suspended or revoked in accordance with their terms or the remedies provided in Sections 253.04 and 258.46, F.S., or Chapter 18-14, F.A.C. (d) Structures or activities shall be constructed and used to avoid or minimize adverse impacts to sovereignty submerged lands and resources. Page 502 of 613 File Name: Lucas Andrade File No: 0450481-002 EE Page 4 of 7 (e) Construction, use, or operation of the structure or activity shall not adversely affect any species which is endangered, threatened or of special concern, as listed in Rules 68A-27.003, 68A-27.004, and 68A-27.005, F.A.C. (f) Structures or activities shall not unreasonably interfere with riparian rights. When a court of competent jurisdiction determines that riparian rights have been unlawfully affected, the structure or activity shall be modified in accordance with the court’s decision. (g) Structures or activities shall not create a navigational hazard. (h) Structures shall be maintained in a functional condition and shall be repaired or removed if they become dilapidated to such an extent that they are no longer functional. This shall not be construed to prohibit the repair or replacement subject to the provisions of Rule 18-21.005, F.A.C., within one year, of a structure damaged in a discrete event such as a storm, flood, accident, or fire. Structures or activities shall be constructed, operated, and maintained solely for water dependent purposes, or for non-water dependent activities. 3. Federal Review - SPGP APPROVED Your proposed activity as outlined in your application and attached drawings qualifies for Federal authorization pursuant to the State Programmatic General Permit VI-R1, and a SEPARATE permit or authorization will not be required from the Corps. Please note that the Federal authorization expires on July 27, 2026. However, your authorization may remain in effect for up to 1 additional year, if provisions of Special Condition 15 of the SPGP VI-R1 permit instrument are met. You, as permittee, are required to adhere to all General Conditions and Special Conditions that may apply to your project (attached). A copy of the SPGP VI-R1 with all terms and conditions and the General Conditions may be found at https://www.saj.usace.army.mil/Missions/Regulatory/Source-Book/. Authority for review an agreement with the USACOE entitled “Coordination Agreement Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection, or Duly Authorized Designee, State Programmatic General Permit”, Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act. Additional Information Please retain this letter. The activities may be inspected by authorized state personnel in the future to ensure compliance with appropriate statutes and administrative codes. If the activities are not in compliance, you may be subject to penalties under Chapter 373, F.S., and Chapter 18- 14, F.A.C. NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., Page 503 of 613 File Name: Lucas Andrade File No: 0450481-002 EE Page 5 of 7 before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department’s action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rules 28-106.201 and 28-106.301, F.A.C., a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency’s file or identification number, if known; (b) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner’s representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner’s substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency’s proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency’s proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency’s proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3), F.S., must be filed within 21 14 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be filed within 21 14 days of publication of the notice or within 21 14 days of receipt of the written notice, whichever occurs first. You cannot justifiably rely on the finality of this decision unless notice of this decision and the right of substantially affected persons to challenge this decision Page 504 of 613 File Name: Lucas Andrade File No: 0450481-002 EE Page 6 of 7 has been duly published or otherwise provided to all persons substantially affected by the decision. While you are not required to publish notice of this action, you may elect to do so pursuant Rule 62-110.106(10)(a). The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28-106.205, F.A.C. If you do not publish notice of this action, this waiver will not apply to persons who have not received written notice of this action. Extension of Time Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the Department’s action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us, before the deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. FLAWAC Review The applicant, or any party within the meaning of Section 373.114(1)(a) or 373.4275, F.S., may also seek appellate review of this order before the Land and Water Adjudicatory Commission under Section 373.114(1) or 373.4275, F.S. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when this order is filed with the Clerk of the Department. Page 505 of 613 File Name: Lucas Andrade File No: 0450481-002 EE Page 7 of 7 Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General Counsel (Station #35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000) and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice must be filed within 30 days from the date this action is filed with the Clerk of the Department. Executed in Lee County, Florida STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Tatum Updegraff Environmental Manager South District Enclosures: 4 Project drawings 62-330.051(5)(b), 403.813(1)(b) Special and General Conditions for Federal Authorization for SPGP VI-R1 CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this document and all attachments, including all copies, were sent to the addressee and to the following listed persons: None FILING AND ACKNOWLEDGMENT FILED, on this date, pursuant to Section 120.52(7), F.S., with the designated Department clerk, receipt of which is hereby acknowledged. November 22, 2024 Clerk Date Page 506 of 613 Revision DATE:REV: DRAWN BY:SHEET: Alonso Mora CHECKED BY: SCALE: JOHN E LUTHER DESCRIPTION REVISION DATE 4/10/2024 FL PROFESSIONAL ENGINEER 01 OF 01 4361 Pine Meadow Lane - Sarasota Florida 34266 (941)320-2278 Florida PE License #34304 DannyAndrade Job.25209 267 3rd St West Bonita SpringsFl34134 THECONTRACTOR ON SITE WILL MAKE FINAL MEASUREMENTS AND MINOR ADJUSTMENTS. 4 PILING BOAT LIFT PILING SPACING (A) OUTSIDES = 12' 6" FT (B)CENTERS = 12' 6" FT Job Site 4'neighboring dock 4'new 220-sqft neighboring dock 2 UNCOVERED BOAT LIFTS TOWS 710-SQFT riparian rights riparian rights 30' PL PL Page 507 of 613 Selected Custom Parcels Streets MapWise County Boundaries Parcel Outlines Copyright 2023 MapWise, Inc. All rights reserved. www.mapwise.com. This map is informational only. No representation is made or warranty given as to its content. User assumes all risk of use. MapWise and its suppliers assume no responsibility for any losses resulting from such use. Page 508 of 613 Selected Custom Parcels Streets MapWise County Boundaries Parcel Outlines Copyright 2023 MapWise, Inc. All rights reserved. www.mapwise.com. This map is informational only. No representation is made or warranty given as to its content. User assumes all risk of use. MapWise and its suppliers assume no responsibility for any losses resulting from such use. Page 509 of 613 Selected Custom Parcels County Boundaries Parcel Outlines Copyright 2023 MapWise, Inc. All rights reserved. www.mapwise.com. This map is informational only. No representation is made or warranty given as to its content. User assumes all risk of use. MapWise and its suppliers assume no responsibility for any losses resulting from such use. Page 510 of 613 62-330.051 Exempt Activities. The activities meeting the limitations and restrictions below are exempt from permitting. However, if located in, on, or over state-owned submerged lands, they are subject to a separate authorization under chapters 253 and 258, F.S., as applicable. (5) Dock, Pier, Boat Ramp and Other Boating -related Work ‒ (b) Installation of private docks, piers, and recreational docking facilities, and installation of l ocal governmental piers and recreational docking facilities, in accordance with section 403.813(1)(b), F.S. This includes associated structures such as boat shelters, boat lifts, and roofs, provided: 1. The cumulative square footage of the dock or pier and all associated structures located over wetlands and other surface waters does not exceed the limitations in section 403.813(1)(b), F.S.; 2. No structure is enclosed on more than three sides with walls and doors; 3. Structures are not used for residential habitation or commercial purposes, or storage of materials other than those associated with water dependent recreational use; and 4. Any dock and associated structure shall be the sole dock as measured along the shoreline for a minimum distance of 65 feet, unless the parcel of land or individual lot as platted is less than 65 feet in length along the shoreline, in which case there may be one exempt dock allowed per parcel or lot. Section 403.813, Florida Statutes Permits issued at district centers; exceptions.— (1) A permit is not required under this chapter, chapter 373, chapter 61 -691, Laws of Florida, or chapter 25214 or chapter 25270, 1949, Laws of Florida, for activities associated with the following types of projects; however, except as otherwise provided in this subsection, this subsection does not relieve an applicant from any requirement to obtain permission to use or occupy lands owned by the Board of Trustees of the Internal Improvement Trust Fund or a water management district in its governmental or proprietary capacity or from complying with applicable local pollution control programs authorized under this chapter or other requirements of county and municipal governments: (b) The installation and repair of mooring pilings and dolphins associated with private docking facilities or piers and the installation of private docks, piers and recreational docking facilities, or piers and recreational docking facilities of local governmental entities when the local governmental entity’s activities will not take place in any manatee habitat, any of which docks: 1. Has 500 square feet or less of over-water surface area for a dock which is located in an area designated as Outstanding Florida Waters or 1,000 square feet or less of over -water surface area for a dock which is located in an area which is not designated as Outstanding Florida Waters; 2. Is constructed on or held in place by pilings or is a floating dock which is constructed so as not to involve filling or dredging other than that necessary to install the pilings; 3. Shall not substantially impede the flow of water or create a navigational hazard ; 4. Is used for recreational, noncommercial activities associated with the mooring or storage of boats and boat paraphernalia; and 5. Is the sole dock constructed pursuant to this exemption as measured along the shoreline for a distance of 65 feet, unless the parcel of land or individual lot as platted is less than 65 feet in length along the shoreline, in which case there may be one exempt dock allowed per parcel or lot. Nothing in this paragraph shall prohibit the department from taking appropriate enforcement action pursuant to this chapter to abate or prohibit any activity otherwise exempt from permitting pursuant to this paragraph if the department can demonstrate that the exempted activity has caused water pollution in violation of this chapter. Page 511 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 Special Conditions for all Projects: 1. Authorization, design and construction must adhere to the terms of the SPGP VI-R1 instrument including the General Conditions for All Projects, Special Conditions for All Projects, Applicable activity-specific special conditions, Procedure and Work Authorized sections. 2. Design and construction must adhere to the PDCs for In-Water Activities (Attachment 28, from PDCs AP.7 through AP11, inclusive, of JAXBO) (Reference: JAXBO PDC AP.1.). 3. All activities must be performed during daylight hours (Reference: JAXBO PDC AP.6.). 4. For all projects involving the installation of piles, sheet piles, concrete slab walls or boatlift I-beams (Reference Categories A, B and C of JAXBO PDCs for In-Water Noise from Pile and Sheet Pile Installation, page 86): a. Construction methods limited to trench and fill, pilot hole (auger or drop punch), jetting, vibratory, and impact hammer (however, impact hammer limited to installing no more than 5 per day). b. Material limited to wood piles with a 14-inch diameter or less, concrete piles with a 24-inch diameter/width or less, metal pipe piles with a 36-inch diameter or less, metal boatlift I-beams, concrete slab walls, vinyl sheet piles, and metal sheet piles. c. Any installation of metal pipe or metal sheet pile by impact hammer is not authorized (Reference: Categories D and E of JAXBO PDCs for In-Water Noise from Pile and Sheet Pile Installation, page 86.). d. Projects within the boundary of the NOAA Florida Keys National Marine Sanctuary require prior approval from the Sanctuary (Reference: JAXBO PDCs AP.14 and A1.6). 5. The Permittee shall comply with the “Standard Manatee Conditions for In-Water Work – 2011” (Attachment 29). 6. No structure or work shall adversely affect or disturb properties listed in the National Register of Historic Places or those eligible for inclusion in the National Register. Prior to the start of work, the Applicant/Permittee or other party on the Applicant’s/Permittee’s behalf, shall conduct a search of known historical properties by contracting a professional archaeologist, and contacting the Florida Master Site File at 850-245-6440 or SiteFile@dos.state.fl.us. The Applicant/Permittee can also research sites in the National Register Information System (NRIS). Information can be found at http://www.cr.nps.gov/nr/research. Page 512 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 a. If, during the initial ground disturbing activities and construction work, there are archaeological/cultural materials unearthed (which shall include, but not be limited to: pottery, modified shell, flora, fauna, human remains, ceramics, stone tools or metal implements, dugout canoes or any other physical remains that could be associated with Native American cultures or early colonial or American settlement), the Permittee shall immediately stop all work in the vicinity and notify the Compliance and Review staff of the State Historic Preservation Office at 850-245-6333 and the Corps Regulatory Archeologist at 904-232-3270 to assess the significance of the discovery and devise appropriate actions, including salvage operations. Based on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend, or revoke the permit in accordance with 33 C.F.R. § 325.7. b. In the unlikely event that human remains are identified, the remains will be treated in accordance with Section 872.05, Florida Statutes; all work in the vicinity shall immediately cease and the local law authority, and the State Archaeologist (850-245-6444) and the Corps Regulatory Archeologist at 904-232-3270 shall immediately be notified. Such activity shall not resume unless specifically authorized by the State Archaeologist and the Corps. 7. The Permittee is responsible for obtaining any “take” permits required under the U.S. Fish and Wildlife Service’s regulations governing compliance with these laws. The Permittee should contact the appropriate local office of the U.S. Fish and Wildlife Service to determine if such “take” permits are required for a particular activity. 8. Mangroves. The design and construction of a Project must comply with the following (Reference: JAXBO PDCs AP.3 and AP.12.): a. All projects must be sited and designed to avoid or minimize impacts to mangroves. b. Mangrove removal must be conducted in a manner that avoids any unnecessary removal and is limited to the following instances: (1) Removal to install up to a 4-ft-wide walkway for a dock. (2) Removal of mangroves above the mean high water line (MHWL) provided that the tree does not have any prop roots that extend into the water below the MHWL. (3) Mangrove trimming. Mangrove trimming refers to the removal (using hand equipment such as chain saws and/or machetes) of lateral branches (i.e., no alteration of the trunk of the tree) in a manner that ensures survival of the tree. Page 513 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 (a) Projects with associated mangrove trimming waterward of the MHWL are authorized if the trimming: (a) occurs within the area where the authorized structures are placed or will be placed (i.e., removal of branches that overhang a dock or lift), (b) is necessary to provide temporary construction access, and (c) is conducted in a manner that avoids any unnecessary trimming. (b) Projects proposing to remove red mangrove prop roots waterward of the MHWL are not authorized, except for removal to install the dock walkways as described above. 9. For Projects authorized under this SPGP VI-R1 in navigable waters of the U.S., the Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 10. Notifications to the Corps. For all authorizations under this SPGP VI-R1, including Self-Certifications, the Permittee shall provide the following notifications to the Corps: a. Commencement Notification. Within 10 days from the date of initiating the work authorized by this permit the Permittee shall submit a completed “Commencement Notification” form (Attachment 8). b. Corps Self-Certification Statement of Compliance form. Within 60 days of completion of the work authorized by this permit, the Permittee shall complete the “Self-Certification Statement of Compliance” form (Attachment 9) and submit it to the Corps. In the event that the completed work deviates in any manner from the authorized work, the Permittee shall describe the deviations between the work authorized by this permit and the work as constructed on the “Self-Certification Statement of Compliance” form. The description of any deviations on the “Self- Certification Statement of Compliance” form does not constitute approval of any deviations by the Corps. c. Permit Transfer. When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date the enclosed form (Attachment 10). d. Reporting Address. The Permittee shall submit all reports, notifications, Page 514 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 documentation, and correspondence required by the general and special conditions of this permit to the following address. (1) For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Enforcement Section, P.O. Box 4970, Jacksonville, FL, 32232-0019. (2) For electronic mail: SAJ-RD-Enforcement@usace.army.mil (not to exceed 10 MB). The Permittee shall reference this permit number, SAJ-2015-2575 on all submittals. 11. The District Engineer reserves the right to require that any request for authorization under this SPGP VI-R1 be evaluated as an Individual Permit. Conformance with the terms and conditions of the SPGP VI-R1 does not automatically guarantee Federal authorization. 12. On a case-by-case basis, the Corps may impose additional Special Conditions which are deemed necessary to minimize adverse environmental impacts. 13. Failure to comply with all conditions of the SPGP VI-R1 constitutes a violation of the Federal authorization. 14. The SPGP VI-R1 will be valid through the expiration date unless suspended or revoked by issuance of a public notice by the District Engineer. The Corps, in conjunction with the Federal resource agencies, will conduct periodic reviews to ensure that continuation of the permit during the period ending expiration date, is not contrary to the public interest. The SPGP VI-R1 will not be extended beyond the expiration date but may be replaced by a new SPGP. If revocation occurs, all future applications for activities covered by the SPGP VI-R1 will be evaluated by the Corps. 15. If the SPGP VI-R1 expires, is revoked, or is terminated prior to completion of the authorized work, authorization of activities which have commenced or are under contract to commence in reliance upon the SPGP VI-R1 will remain in effect provided the activity is completed within 12 months of the date the SPGP VI-R1 expired or was revoked. Special Conditions for Shoreline Stabilization activities. 16. Shoreline stabilization structures other than vertical seawalls shall be no steeper than a 2 horizontal:1 vertical slope (Reference: JAXBO PDC A1.1.4.). 17. Placement of backfill is limited to those situations where it is necessary to level the land behind seawalls or riprap. 18. Living shoreline structures and permanent wave attenuation structures can only be Page 515 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 constructed out of the following materials: oyster breakwaters, clean limestone boulders or stone (sometimes contained in metal baskets or cages to contain the material), small mangrove islands, biologs, coir, rock sills, and pre-fabricated structures made of concrete and rebar that are designed in a manner so that they do not trap sea turtles, smalltooth sawfish, or sturgeon (Reference: JAXBO PDC A7.5.). a. Reef balls or similar structures are authorized if they are not open on the bottom, are open-bottom structures with a top opening of at least 4 ft, or are pre-fabricated structures, such as reef discs stacked on a pile, and are designed in a manner that would not entrap sea turtles. b. Oyster reef materials shall be placed and constructed in a manner that ensures that materials will remain stable and that prevents movement of materials to surrounding areas (e.g., oysters will be contained in bags or attached to mats and loose cultch must be surrounded by contained or bagged oysters or another stabilizing feature) (Reference: JAXBO PDC A7.2.). c. Oyster reef materials shall be placed in designated locations only (i.e., the materials shall not be indiscriminately dumped or allowed to spread outside of the reef structure) (Reference: JAXBO PDC A7.3.) d. Wave attenuation structures must have 5 ft gaps at least every 75 ft in length as measured parallel to the shoreline and at the sea floor, to allow for tidal flushing and species movement (Reference: JAXBO PDC A7.6.). e. Other materials are not authorized by this SPGP VI-R1 (Reference: JAXBO PDC A7.5.). Special Conditions for Boat Ramp activities. 19. Restrictions on Dredged Material and Disposal: Excavation is limited to the area necessary for site preparation. All excavated material shall be removed to an area that is not waters of the United States, as that term is defined and interpreted under the Clean Water Act, including wetlands (Reference: JAXBO PDC A6.2.). 20. Turbidity: The length of new boat ramps and repair and replacement of existing boat ramps to make them longer should ensure a water depth at the end of the ramp is deep enough to minimize sediment resuspension associated with launching vessels in shallow water (Reference: JAXBO PDC A6.5.). Special Conditions for Docks, Piers, Associated Facilities, and other Minor Piling- Supported Structures. 21. Chickees must be less than 500 ft² and support no more than 2 slips (Reference: JAXBO PDC A2.1.6.). Page 516 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 22. The design and construction of a Project over marsh (emergent vegetation) must comply with the following: a. The piling-supported structure shall be aligned so as to have the smallest over- marsh footprint as practicable. b. The over-marsh portion of the piling-supported structure (decking) shall be elevated to at least 4 feet above the marsh floor. c. The width of the piling-supported is limited to a maximum of 4 feet. Any exceptions to the width must be accompanied by an equal increase in height requirement. 23. Mangroves. For pile-supported structures, the following additional requirements for mangroves found in the joint U.S. Army Corps of Engineers’/National Marine Fisheries Service’s “Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat” U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11) shall apply: a. The width of the piling-supported structure is limited to a maximum of 4 feet. b. Mangrove clearing is restricted to the width of the piling-supported structure. c. The location and alignment of the piling-supported structure should be through the narrowest area of the mangrove fringe. 24. Regarding SAV, the design and construction of a Project must comply with the following: a. A pile supported structure (1) that is located on a natural waterbody (i.e. outside an artificial waterway that was excavated for boating access and is bordered by residential properties); and (1) that is within the range of seagrass (estuarine waters within all coastal counties except for Nassau, Duval, St Johns, Flagler and Volusia north of Ponce Inlet), but outside of the range of Johnson’s seagrass (the range of Johnson’s seagrass is defined as Turkey Creek/Palm Bay south to central Biscayne Bay in the lagoon systems on the east coast of Florida) will be constructed to the following standards: (a) If no survey is performed in accordance with the methods described in the Procedure section of this document, section I.3, then SAV is presumed present and Page 517 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 the pile-supported structure must comply with, or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers’/National Marine Fisheries Service’s “Construction Guidelines in Florida for Minor Piling- Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat” U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11). For the purposes of SPGP, two uncovered boatlifts are allowed. (i) If the pile supported structure is currently serviceable, repair and replacement may occur in the same footprint without completion of a benthic survey. (ii) Boatlifts and minor structures in Monroe County may be installed within existing boat slips without completion of a SAV survey. Boatlift accessory structures, like catwalks, shall adhere to “Construction Guidelines in Florida for Minor Piling- Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat” U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11) if a SAV survey has not been completed. (iii) A marginal dock may be constructed a maximum of 5 feet overwater, as measured from the waterward face (wet face) of the seawall). (b) If a survey is performed in accordance with the methods described in the Procedure section of this document, section I.3, and SAV is present (including seagrass, tidal freshwater SAV and emergent vegetation), then the pile-supported structure must comply with, or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers’/National Marine Fisheries Service’s “Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat” U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11). For the purposes of this permit, two uncovered boatlifts are allowed. (i) If the pile supported structure is currently serviceable, repair and replacement may occur in the same footprint without completion of a benthic survey. (ii) Boatlifts may be installed within existing boat slips without completion of a SAV survey. (iii) A marginal dock may be constructed a maximum of 5 feet overwater, as measured from the waterward face (wet face) of the seawall). (c) If a survey is performed in accordance with the methods described in the Procedure section of this document, section I.3, and SAV is absent (including seagrass, tidal freshwater SAV and emergent vegetation), then no design restrictions are required and boatlifts may include a cover. Page 518 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 b. A pile supported structure (1) that is located on a natural waterbody (i.e. outside an artificial waterway that was excavated for boating access and is bordered by residential properties); and (1) that is within the range of Johnson’s seagrass (the range of Johnson’s seagrass is defined as Turkey Creek/Palm Bay south to central Biscayne Bay in the lagoon systems on the east coast of Florida) but not within Johnson’s seagrass critical habitat will be constructed to the following standards: (a) If no survey is performed in accordance with the methods described in the Procedure section of this document, section I.3, then seagrass is presumed present and the pile-supported structure must comply with or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers’/National Marine Fisheries Service’s “Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat” U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11) with the sole exception of the number of allowable boat lifts. For the purposes of this permit, two uncovered boatlifts are allowed. (b) If a survey is performed in accordance with the methods described in the Procedure section of this document, section I.3, and SAV is present (including seagrass, tidal freshwater SAV and emergent vegetation), THEN pile-supported structure must comply with or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers’/National Marine Fisheries Service’s “Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat” U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11). For the purposes of this permit, two uncovered boatlifts are allowed. (c) If a survey is performed in accordance with the methods described in the Procedure section of this document, section I.3, and SAV is absent (including seagrass, tidal freshwater SAV and emergent vegetation), THEN no design restrictions are required and boatlifts may include a cover. c. A pile supported structure located within Johnson’s seagrass critical habitat will be constructed to the following standards: (1) If no survey is performed in accordance with the methods described in the Procedure section of this document, section I.3, then seagrass is presumed present and the pile-supported structure must comply with or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Page 519 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 Engineers’/National Marine Fisheries Service’s “Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat” U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11) with the sole exception of the number of allowable boat lifts. For the purposes of this permit, two uncovered boatlifts are allowed. (2) If a survey is performed in accordance with the methods described in the Procedure section of this document, section I.3, and SAV is absent and the project is (a) A dock replacement in the same footprint, no design restrictions are required. (b) A new dock or dock expansion THEN pile-supported structure must comply with or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers’/National Marine Fisheries Service’s “Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat” U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11). For the purposes of this permit, two uncovered boatlifts are allowed. (3) If a survey is performed in accordance with the methods described in the Procedure section of this document, section I.3, and SAV is present (including seagrass, tidal freshwater SAV and emergent vegetation), then pile-supported structure must comply with or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers’/National Marine Fisheries Service’s “Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat” U.S. Army Corps of Engineers/National Marine Fisheries Service updated November 2017 (Attachment 11). For the purposes of this permit, two uncovered boatlifts are allowed. 25. North Atlantic Right Whale. The attached North Atlantic Right Whale Information Form (Attachment 30) describes the presence of North Atlantic right whales in the area and the Federal regulations governing the approach to North Atlantic right whales. The FDEP or Designee will attach the North Atlantic Right Whale Information Form to their authorizations for any dock project (new construction, repair, or replacement) at a private residence located within 11 nautical miles of an inlet that leads to areas within the known range of North Atlantic right whale. These zones, with an 11 nm radius, are described by the North Atlantic Right Whale Educational Sign Zones, Attachment 7 (from Section 2.1.1.4 of JAXBO, pages 31 and 32, inclusive). (Reference JAXBO PDC A2.4). 26. Educational Signs. For commercial, multi-family, or public facilities, and marine Page 520 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 events, signs must be posted as described below (Reference: These replicate JAXBO PDCs A.2.2 and A.2.2.1 to A.2.2.3., inclusive, within the table PDCs Specific to Activity 2 - Pile Supported Structures and Anchored Buoys, starting on page 112.): a. For commercial, multi-family, or public facilities, and marine events, signs must be posted in a visible location(s), alerting users of listed species in the area susceptible to vessel strikes and hook-and-line captures. The most current version of the signs that must be downloaded and sign installation guidance are available at: (https://www.fisheries.noaa.gov/southeast/consultations/protected-species- educational-signs). The signs required to be posted by area are stated below: https://www.fisheries.noaa.gov/southeast/consultations/protected-species- educational-signs (1) All projects in Florida shall use the Save Sea Turtle, Sawfish, and Dolphin sign. These signs shall include contact information to the sea turtle and marine mammal stranding networks and smalltooth sawfish encounter database. (2) Projects within the North Atlantic right whale educational sign zone shall post the Help Protect North Atlantic Right Whales sign. (3) On the east coast of Florida, projects located within the St. Johns River and those occurring north of the St. Johns River to the Florida-Georgia line shall post the Report Sturgeon sign. On the west coast of Florida, projects occurring from the Cedar Key, Florida north to the Florida-Alabama line. 27. Monofilament Recycling Bins. For commercial, multi-family, or public facilities, monofilament recycling bins must be provided as described below (Reference: The below replicates PDC A.2.3 within the table PDCs Specific to Activity 2 - Pile Supported Structures and Anchored Buoys, the PDC itself on page 113 of the JAXBO.): a. For commercial, multi-family, or public facilities, monofilament recycling bins must be provided at the docking facility to reduce the risk of turtle or sawfish entanglement in, or ingestion of, marine debris. Monofilament recycling bins must: (1) Be constructed and labeled according to the instructions provided at http://mrrp.myfwc.com. (2) Be maintained in working order and emptied frequently (according to http://mrrp.myfwc.com standards) so that they do not overflow. 28. Lighting for docks installed within visible distance of ocean beaches. If lighting is necessary, then turtle-friendly lighting shall be installed. Turtle-friendly lighting is explained and examples are provided on the Florida Fish and Wildlife Conservation Commission website: http://myfwc.com/wildlifehabitats/managed/sea-turtles/lighting/ Page 521 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 (Reference: JAXBO PDC A2.8.). 29. Construction Location. Project construction shall take place from uplands or from floating equipment (e.g., barge); prop or wheel-washing is prohibited (Reference: JAXBO PDC A2.9.). 30. Aids to Navigation (ATONs). ATONs must be approved by and installed in accordance with the requirements of the U.S. Coast Guard (i.e., 33 C.F.R., chapter I, subchapter C, part 66, Section 10 of the Rivers and Harbors Act, and any other pertinent requirements) (Reference: JAXBO PDC A2.5.). 31. Aids to Navigation (ATONs) in Acropora critical habitat. The distance from ATONs to ESA-listed corals and Acropora critical habitat (Attachment 20) shall ensure there are no impacts to the corals or the essential feature of Acropora critical habitat from the movement of buoys and tackle. The appropriate distance shall be based on the size of the anchor chain or other tackle to be installed to secure the buoy to its anchor, particularly when the design of the ATON does not prohibit the contact of tackle with the marine bottom. In all cases, buoy tackle will include flotation to ensure there is no contact between the anchor chain or line and the marine bottom (Reference: JAXBO PDC A2.10.). 32. Within Loggerhead sea turtle critical habitat (Reference: JAXBO PDC A2.15.): (1) ATONs (pile-supported and anchored buoys) are allowed in nearshore reproductive habitat of the Northwest Atlantic Distinct Population Segment (NWA DPS) of loggerhead sea turtle critical habitat. (2) No other pile-supported structures are allowed in nearshore reproductive habitat. Special Conditions for Derelict vessels 33. Visual confirmation (e.g., divers, swimmers, and camera) will be completed prior to removal to ensure that the item can be removed without causing further damage to aquatic natural resources. 34. Coral. If an item cannot be removed without causing harm to surrounding coral (ESA listed or non-listed), the item will be disassembled as much as practicable so that it no longer can accidentally harm or trap species. 35. Monofilament debris will be carefully cut loose from coral (ESA listed or non-listed) so as not to cause further harm. Under no circumstance will line be pulled through coral since this could cause breakage of coral. 36. Marine debris removal methods. Marine debris shall be lifted straight up and not be dragged through seagrass beds, coral reefs, coral, or hard bottom habitats. Trawling Page 522 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 also cannot be used as a means of marine debris removal. Debris shall be properly disposed of in appropriate facilities in accordance with applicable federal and state requirements. 37. An absorbent blanket or boom shall be immediately deployed on the surface of the water around any derelict vessel to be removed if fuel, oil, or other free-floating pollutants are observed during the work. Special Conditions for Scientific Devices 38. Aquatic Life Passage. The scientific survey device, including any related equipment and anchors, shall not block access of species to an area. For example, the structures shall not prevent movement in or out of a river or channel. 39. Restoring Affected Area. No later than 24 months after initial installation or upon completion of data acquisition, whichever comes first, the measuring device and any other structure or fills associated with that device (e.g., anchors, buoys, lines) must be removed and the site must be restored to pre-construction conditions. 40. Preventing Device Relocation. The scientific survey device, including any related equipment and anchors, shall be inspected and any required maintenance performed at least twice a year and following storm events that may have moved or dislodged the structure to ensure that equipment and anchors are still in place and have not moved to areas containing ESA-listed corals. General Conditions for All Projects: 1. The time limit for completing the work authorized ends on July 27, 2026. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and State coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit, you must obtain the signature of the new owner on the enclosed form (Attachment 10) and forward a copy of the permit to this office to validate the transfer of this authorization. Page 523 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. 6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. Further Information: 1. Limits of this authorization. a. This permit does not obviate the need to obtain other Federal, State, or local authorizations required by law. b. This permit does not grant any property rights or exclusive privileges. c. This permit does not authorize any injury to the property or rights of others. d. This permit does not authorize interference with any existing or proposed Federal projects. 2. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest. c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. d. Design or Construction deficiencies associated with the permitted work. e. Damage claims associated with any future modification, suspension, or revocation of this permit. 3. Reliance on Applicant’s Data: The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the information you provided. 4. Reevaluation of Permit Decision: This office may reevaluate its decision on this Page 524 of 613 DEPARTMENT OF THE ARMY PERMIT: SPGP VI-R1 permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: a. You fail to comply with the terms and conditions of this permit. b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (see 3 above). c. Significant new information surfaces which this office did not consider in reaching the original public interest decision. 5. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CER 209.170) accomplish the corrective measures by contract or otherwise and bill you for the cost. 6. When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date the enclosed form. 7. The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal, relocation or alteration. Page 525 of 613 1 John Kelly From:John Kelly Sent:Tuesday, February 24, 2026 10:49 PM To:John Kelly Subject:BD-PL20240005463 - 267 3rd St W, Lot 17 - Public Hearing Sign Posting 02242026 Attachments:Photo 1.jpg; Photo 2.jpg I, John Kelly, personally posted the required Public Hearing Sign to the front of the subject property, immediately adjacent to the public right-of-way at approximately 4:50 PM this date as evidenced by the attached photos. Respectfully, John Kelly Planner III Zoning Office:239-252-5719 2800 N Horseshoe Dr. Naples, Florida 34104 John.Kelly@collier.gov My email address has changed. Effective immediately, please update your contact list to use this new address: John.Kelly@collier.gov Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. Page 526 of 613 Page 527 of 613 Page 528 of 613 Page 529 of 613 3/13/2026 Item # 3.F ID# 2026-233 PETITION NO. ADA PL20260000118- Winding Cypress Phase One - 7180 Winding Cypress Drive - Appeal to the Collier County Hearing Examiner of the administrative approval of an insubstantial change to a Site Development Plan PL20250012801 to convert a tennis court to pickleball courts on a parcel located in the Recreational District of the Winding Cypress Planned Unit Development, Ordinance No. 02-35, as amended. The impacted area is approximately 7,200 square feet in the 6.61± acre Tract G, of the Winding Cypress Phase One subdivision, located at 7180 Winding Cypress Drive in Section 35, Township 50, Range 26 East, Collier County, Florida. (PL20260000118) ATTACHMENTS: 1. staff-report-WC-SDPI-appeal-2-27-26 2. Attachment-A-Approved-SDPI-Picklball 3. Attachment-B 4. Attachment-C 5. Attachment-D-Winding-Cypress-HOA-Statement-Opposition 6. Attachment-E-Additional-material-2-26-26 7. legal-Ad-PL20260000118 Page 530 of 613 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: ZONING DIVISION HEARING DATE: MARCH 12, 2026 SUBJECT: WINDING CRYPRESS PICKLE BALL CONVERSION SDPI APPROVAL ADMINISTRATIVE APPEAL, ADA- PL20260000118 APPLICANT/APPELLANT: Tom Curry Frank Puglia 7229 Wiregrass Court 7087 Winding Cypress Dr. Naples, FL 34114 Naples, FL 34114 Patricia & Steven Grossman Ken Backer 7221 Wiregrass Court 7229 Wiregrass Court Naples, FL 34114 Naples, FL 34114 LANDOWNER: Winding Cypress Homeowner’s Association, Inc. 7180 Winding Cypress Dr. Naples, FL 34114 REQUESTED ACTION: An appeal filed by Tom Curry, Frank Puglia, Patricia & Steven Grossman, and Ken Backer of the administrative approvals of Site Development Plan SDPI-PL20250012801 (Attachment “A”) permitting for the conversion of a tennis court to pickle ball courts within the Winding Cypress PUD amenity center. JURISDICTION: The Hearing Examiner has the authority to hear this appeal under LDC Section 8.10.00 and Ordinance No. 2013-25, as amended. Page 531 of 613 GEOGRAPHIC LOCATION: The proposed Tennis to Pickle ball conversion is within the Winding Cypress amenity center located on parcel #82679000145, 7180 Winding Cypress Drive, Naples FL, 34114 (See location map on following page). Considerations: On December 8, 2025, the County approved Site Development Plan Insubstantial Change for the Winding Cypress amenity center to convert a tennis court to four pickle ball courts. On January 6, 2026, the County received an application appealing the approval of the court conversion SDPI (Attachment “B”), within the 30-day window required for an appeal of an administrative decision, per Section 250-58 of the Collier County Code of Ordinances. The property at 7180 Winding Cypress Drive is zoned Winding Cypress PUD (Ordinance #14-09) (see following page for aerial). A pickle ball court is permitted use #6 of the Recreational District within the Page 532 of 613 Winding Cypress PUD, within Section 5.3.A.6 of the adopted PUD. The approval criteria for a SDPI, per the County’s LDC 10.02.03.G.2 as provided below. G. Amendments and insubstantial changes. Any proposed change or amendment to a previously approved site development plan shall be subject to review and approval by the County Manager or designee. Upon submittal of a plan clearly illustrating the proposed change, the County Manager or designee shall determine whether or not it constitutes a substantial change. In the event the County Manager or designee determines the change is substantial, the applicant shall be required to follow the review procedures set forth for a new site development plan. 1. Site development plan amendments (SDPA). A substantial change, requiring a site development plan amendment, shall be defined as any change which substantially affects existing transportation Page 533 of 613 circulation, parking or building arrangements, drainage, landscaping, buffering, identified preservation/conservation areas and other site development plan considerations. 2. Site development plan insubstantial changes (SDPI). The County Manager or designee shall evaluate the proposed change in relation to the following criteria; for purposes of this section, the insubstantial change procedure shall be acceptable where the following conditions exist with respect to the proposed change: a. There is no South Florida Water Management District permit, or letter of modification, needed for the work and there is no major impact on water management as determined by the Engineering Services Director. Staff determines criterion satisfied. b. There is no new access proposed from any public street, however minimal right-of-way work may be permitted as determined by the Transportation Planning Director. Staff determines criterion satisfied. c. There is no addition to existing buildings (air-conditioned space) proposed, however a maximum area of 300 square feet of non-air-conditioned space used for storage, or to house equipment, will be permitted. Staff determines criterion satisfied. d. There is no proposed change in building footprint or relocation of any building on site beyond that needed to accommodate storage areas as described in LDC section 10.02.03 G.2.c, above. Staff determines criterion satisfied. e. The change does not result in an impact on, or reconfiguration of, preserve areas as determined by the Natural Resource Director. Staff determines criterion satisfied. f. The change does not result in a need for additional environmental data regarding protected species as determined by the Natural Resources Director. Staff determines criterion satisfied. g. The change does not include the addition of any accessory structure that generates additional traffic as determined by the Transportation Planning Director, impacts water management as determined by the Engineering Services Director, or contains air-conditioned space. Staff determines criterion satisfied. h. There are no revisions to the existing landscape plan that would alter or impact the site development plan (as opposed to only the landscape plan) as determined by the landscape architect. Staff determines criterion satisfied. i. The change does not otherwise qualify for a Nominal Alteration Plan (NAP), identified in LDC section 10.02.03 G.3., below. Staff determines criterion not applicable. The appeal as submitted is based upon the approved SDPI not satisfying the following areas, see Appeal Application/Grounds for Appeal (attachment “B”). 1. Failure to address known drainage and erosion conditions 2. Lack of required professional engineering review 3. Noise Proximity – the proposed court conversion of tennis court #5 to 4 pickle ball courts places noise considerations within 160 feet of residential homes on Wiregrass Court. All acoustical sound recommendations – from any source-recommend pickle ball courts be no closer to a residence than at least 500 feet. We believe the amount of footage cited on this form is about at least 300 feet. 4. Inadequate storm water and downstream impact analysis . 5. Public safety deficiencies 6. Failure to demonstrate compliance with American with Disabilities Act. Page 534 of 613 County’s assessment: Although the Appellants’ grounds for the appeal are not expressly stated review criteria, staff has addressed the grounds below. Pre-existing drainage and erosion issues/Inadequate stormwater and downstream impact analysis. The specific request is to change the existing approved Site Development Plan by converting a tennis court to four pickle ball courts. Below is the quantification of that change per the approved SDPI. Per the Plan, the conversion will add 200 sq.ft. of additional impervious area to an area. Further in a memorandum (attachment “C”) dated 12-12-25, Edward Tryka, PE for the Winding Cypress Community Development District regarding the court conversion, states, “there will be no adverse impact to the drainage system or adjacent water management Lake 4B-5.” The appellant states that, “The County approved the SDPI based on information submitted by the Winding Cypress HOA which ignored and omitted a long-standing and well documented drainage deficiency history. Approval without addressing and resolving these known conditions is not supported by competent, substantial evidence.” The proper manner to address the cited long standing drainage and erosion conditions and any future conditions would be a code enforcement issue, not an issue that is addressed within an SDPI to convert a tennis court to pickle ball courts. Professional Engineering Review. The Plan was signed and sealed by Adam T. Davie, a professional engineer licensed in the State of Florida. Noise. The third ground for appeal focuses upon the proximity of the pickle ball court to existing residencies and alleges the courts are too close due to noise concerns. The courts, either tennis or pickle ball, are located within the community’s amenity center and any noise issues would be addressed through code enforcement action, if the sound exceeded the adopted County standard in the County’s noise ordinance. Public Safety Deficiencies. The fourth ground relates to the slip and fall and bicycle incidents. This is a liability issue for the Homeowner’s Association to address and not a criteria for review of the SDPI. Page 535 of 613 Failure to demonstrate compliance with American with Disabilities Act. The last ground relates to ADA compliance. There are no ADA issues at this time. The parking lot is not proposed for alteration and none of the sidewalks are proposed to change. The sole change is the conversion of one of the tennis courts to pickleball courts. It should be noted that the Winding Cypress HOA provided a statement of opposition to the appeal (Attachment “D”). Additionally on February 26, 2026, the County received an additional submittal from Mr. Backer and Mr. Curry (Attachment “E”), which further introduces deficiencies they’ve identified with the amenity center’s drainage, pickleball noise and parking. From staff’s review of the late submittal, none of the areas identified related to criteria of approval of the SDPI to convert the courts. STAFF RECOMMENDATION: Staff recommends that the Collier County Hearing Examiner deny the appeal based upon the fact that the appellant did not identify an applicable LDC citation that the plan did not satisfy. Page 536 of 613 Page 537 of 613 Page 538 of 613 Page 539 of 613 Page 540 of 613 Page 541 of 613 Page 542 of 613 Page 543 of 613 Page 544 of 613 Page 545 of 613 Page 546 of 613 Page 547 of 613 Page 548 of 613 Page 549 of 613 Page 550 of 613 Page 551 of 613 Page 552 of 613 Page 553 of 613 Page 554 of 613 Page 555 of 613 Page 556 of 613 Page 557 of 613 Page 558 of 613 Page 559 of 613 Page 560 of 613 Page 561 of 613 Page 562 of 613 Page 563 of 613 Page 564 of 613 Page 565 of 613 Page 566 of 613 Page 567 of 613 Page 568 of 613 Page 569 of 613 Page 570 of 613 Page 571 of 613 Page 572 of 613 Page 573 of 613 Page 574 of 613 Page 575 of 613 Page 576 of 613 Page 577 of 613 Page 578 of 613 Page 579 of 613 Page 580 of 613 Page 581 of 613 Page 582 of 613 Page 583 of 613 Page 584 of 613 INFO@GADCLAW.COM / WWW.GADCLAW.COM REPLY TO: LEE-ANNE BOSCH, ESQ. PHONE: (239) 331-5100 GOEDE, DEBOEST & CROSS, PLLC EMAIL: LBOSCH@GADCLAW.COM 6609 WILLOW PARK DRIVE, 2ND FLOOR NAPLES, FL 34109 January 28, 2026 VIA CERTIFIED MAIL, ERR, AND EMAIL (MICHAEL.BOSI@COLLIER.GOV) 9414809898643077952001 Collier County Growth Management Community Development Department Operation & Regulatory Management and Planning Divisions 2800 North Horseshoe Drive Naples, Florida 34104 RE: Planning Project Application Number PL20260000117 Appeal of PL20250012801 Winding Cypress Homeowners Association, Inc. Position Statement in Opposition to Appeal Dear Board of Zoning Appeals: This firm represents the interests of Winding Cypress Homeowners Association, Inc. (“Association”). This Position Statement is submitted on behalf of the Association in opposition to the above-referenced administrative appeal. The Association respectfully requests that the Board deny the appeal because the SDPI determination is consistent with all applicable regulations, including the Collier County Land Development Code (LDC”), and is supported by competent substantial evidence. The Association submitted its Application for Insubstantial Change to Site Development Plan on November 24, 2025, in connection with the standard conversion of a tennis court into a pickleball court. The proposed pickleball court is substantially identical in form to the existing tennis court, with both courts comprised of impervious materials. The SDPI was approved on December 8, 2025. The instant appeal was filed on January 6, 2026. The appellants raise several personal concerns regarding the project, including alleged erosion and noise issues. The issues raised by appellants exceed the limited scope of an SDPI appeal. The appellants have not raised any grounds demonstrating that the SDPI constitutes a misapplication of the LDC or that the County’s determination is legally or factually erroneous. Additionally, the appellants rely on inapplicable bodies of law, including the Code of Ordinances for the City of Naples and The Americans with Disabilities Act. Because the approved SDPI is consistent with the LDC and the appellants have not presented evidence sufficient to overcome the factual and legal basis supporting the SDPI, the Association respectfully requests that the Board of Zoning Appeals deny the appeal in its entirety and affirm PL20250012801. Page 585 of 613 Respectfully submitted, GOEDE, DEBOEST & CROSS, PLLC Lee-Anne Bosch Lee-Anne Bosch, Esq. Signed electronically to avoid delay. CC: Winding Cypress Homeowners Association, Inc. Page 586 of 613 Page 587 of 613 Page 588 of 613 Page 589 of 613 Page 590 of 613 Page 591 of 613 Page 592 of 613 Page 593 of 613 Page 594 of 613 Page 595 of 613 Page 596 of 613 Page 597 of 613 Page 598 of 613 Page 599 of 613 Page 600 of 613 Page 601 of 613 Page 602 of 613 Page 603 of 613 Page 604 of 613 Page 605 of 613 Page 606 of 613 Page 607 of 613 Page 608 of 613 Page 609 of 613 Page 610 of 613 Page 611 of 613 Page 612 of 613 Page 613 of 613