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HEX Agenda 10/13/2022 AGENDA COLLIER COUNTY HEARING EXAMINER WILL HOLD A HEARING AT 9:00 AM ON THURSDAY, OCTOBER 13, 2022, IN CONFERENCE ROOMS 609/610 AT THE GROWTH MANAGEMENT DEPARTMENT/PLANNING & REGULATION BUILDING, 2800 N. HORSESHOE DRIVE, NAPLES, FLORIDA AS PART OF AN ONGOING INITIATIVE TO PROMOTE SOCIAL DISTANCING DURING THE COVID-19 PANDEMIC, THE PUBLIC WILL HAVE THE OPPORTUNITY TO PROVIDE PUBLIC COMMENTS REMOTELY, AS WELL AS IN PERSON, DURING THIS PROCEEDING. INDIVIDUALS WHO WOULD LIKE TO PARTICIPATE REMOTELY, SHOULD REGISTER AT: https://bit.ly/101322HEX ANY TIME AFTER THE AGENDA IS POSTED ON THE COUNTY WEBSITE WHICH IS 6 DAYS BEFORE THE MEETING OR THROUGH THE LINK: http://colliercountyfl.iqm2.com/Citizens/default.aspx INDIVIDUALS WHO REGISTER WILL RECEIVE AN EMAIL IN ADVANCE OF THE PUBLIC HEARING DETAILING HOW THEY CAN PARTICIPATE REMOTELY IN THIS MEETING. FOR ADDITIONAL INFORMATION ABOUT THE MEETING, EMAIL ANDREW YOUNGBLOOD AT: Andrew.Youngblood@CollierCountyFL.gov. INDIVIDUAL SPEAKERS WILL BE LIMITED TO 5 MINUTES UNLESS OTHERWISE WAIVED BY THE HEARING EXAMINER.PERSONS WISHING TO HAVE WRITTEN OR GRAPHIC MATERIALS INCLUDED IN THE HEARING REPORT PACKETS MUST HAVE THAT MATERIAL SUBMITTED TO COUNTY STAFF 10 DAYS PRIOR TO THE HEARING. ALL MATERIALS USED DURING PRESENTATION AT THE HEARING WILL BECOME A PERMANENT PART OF THE RECORD. ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THE HEARING EXAMINER WILL NEED A RECORD OF THE PROCEEDINGS PERTAINING THERETO, AND THEREFORE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. DECISIONS OF THE HEARING EXAMINER ARE FINAL UNLESS APPEALED TO THE BOARD OF COUNTY COMMISSIONERS. HEARING PROCEDURES WILL PROVIDE FOR PRESENTATION BY THE APPLICANT, PRESENTATION BY STAFF, PUBLIC COMMENT AND APPLICANT REBUTTAL. THE HEARING EXAMINER WILL RENDER A DECISION WITHIN 30 DAYS. PERSONS WISHING TO RECEIVE A COPY OF THE DECISION BY MAIL MAY SUPPLY COUNTY STAFF WITH THEIR NAME, ADDRESS, AND A STAMPED, SELF-ADDRESSED ENVELOPE FOR THAT PURPOSE. PERSONS WISHING TO RECEIVE AN ELECTRONIC COPY OF THE DECISION MAY SUPPLY THEIR EMAIL ADDRESS. 1. PLEDGE OF ALLEGIANCE 2. REVIEW OF AGENDA 3. ADVERTISED PUBLIC HEARINGS: A. Petition No. BD-PL20220002460 – 493 Willet Ave - Nelson Marine Construction – Request for a 648 square foot boathouse allowed by Section 5.03.06.F of the Land Development Code, to accommodate an existing approved boat dock permit with a total protrusion of 20 feet, consisting of two boat slips, pursuant to Section 5.03.06 of the Collier County Land Development Code, for the benefit of Lot 19, Conner’s Vanderbilt Beach Estates Unit 2 Block N, also described as 493 Willet Avenue, in Section 29, Township 48 South, Range 25 East, Collier County, Florida. [Coordinator: Sean Sammon, Principal Planner] Commission District 2 B. ** This Item has been Continued from the September 22, 2022 HEX Meeting *** Petition No. BDE-PL20220001299 – 260 Connors Ave - Request for a 25-foot boat dock extension from the maximum permitted protrusion of 20 feet for waterways greater than 100 feet in width, to allow construction of a boat docking facility protruding a total of 45 feet into a waterway that is 268± feet wide, pursuant to LDC Section 5.03.06. The subject property is located at 260 Conners Avenue and is further described as Lot 14, Block R, Conner's Vanderbilt Beach Estates Unit No. 3, in Section 29, Township 48 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 2 C. Petition No. VA-PL20220001686 - 1411 North Alhambra Cir - Request for a 3.2-foot variance from the 10-foot accessory structure rear yard setback required by Section 4.02.03.D of the Collier County Land Development Code to allow an attached swimming pool screen enclosure to be constructed 6.8 feet from the northern property line of an existing single-family dwelling, located within a Residential Single-Family-6 (RMF-6) zoning district, at 1411 N. Alhambra Circle, also described as a portion of Lot 9, Block 6, First Addition to Naples Twin Lakes, in Section 15, Township 49 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 4 D. Petition No. BDE-PL20220003152 - 1521 Gordon River Ln - Request for a 2-foot boat dock extension from the maximum permitted protrusion of 20 feet for waterways greater than 100 feet in width, to allow for the widening of the internal portion of an existing U-shaped dock and the addition of a 60 square foot floating dock that will protrude a total of 22 feet into a waterway that is 122± feet wide, pursuant to LDC Section 5.03.06. The subject property is located at 1521 Gordon River Lane and is further described as Lot 19, Nature Pointe, in Section 35, Township 49 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 4 E. Petition No. BDE-PL20210002320 - 415 Seabee Ave - Request for a 12-foot boat dock extension from the maximum permitted protrusion of 20 feet allowed by Section 5.03.06 of the Collier County Land Development Code for waterways greater than 100 feet in width, to allow a boat docking facility protruding a total of 32 feet into a waterway that is 213± feet wide. The subject property is located at 415 Seabee Avenue and is further described as Lot 19, Block Q, Conner's Vanderbilt Beach Estates Unit No. 2, in Section 29, Township 48 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 2 Collier County Hearing Examiner Page 1 Printed 10/6/2022 COLLIER COUNTY Collier County Hearing Examiner AGENDA Growth Management Department Conference Rooms 609/610 2800 Horseshoe Drive North Naples, FL 34104 October 13, 2022 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 Andrew.Youngblood@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. October 2022 Collier County Hearing Examiner Page 2 Printed 10/6/2022 1. Pledge of Allegiance 2. Review of Agenda 3. Advertised Public Hearing A. Petition No. BD-PL20220002460 – 493 Willet Ave - Nelson Marine Construction - Request for a 648 square foot boathouse allowed by Section 5.03.06.F of the Land Development Code, to accommodate an existing approved boat dock permit with a total protrusion of 20 feet, consisting of two boat slips, pursuant to Section 5.03.06 of the Collier County Land Development Code, for the benefit of Lot 19, Conner’s Vanderbilt Beach Estates Unit 2 Block N, also described as 493 Willet Avenue, in Section 29, Township 48 South, Range 25 East, Collier County, Florida. [Coordinator: Sean Sammon, Principal Planner] Commission District 2 B. ** This Item has been Continued from the September 22, 2022 HEX Meeting *** Petition No. BDE-PL20220001299 – 260 Connors Ave - Request for a 25-foot boat dock extension from the maximum permitted protrusion of 20 feet for waterways greater than 100 feet in width, to allow construction of a boat docking facility protruding a total of 45 feet into a waterway that is 268± feet wide, pursuant to LDC Section 5.03.06. The subject property is located at 260 Conners Avenue and is further described as Lot 14, Block R, Conner's Vanderbilt Beach Estates Unit No. 3, in Section 29, Township 48 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 2 C. Petition No. VA-PL20220001686 - 1411 North Alhambra Cir - Request for a 3.2-foot variance from the 10-foot accessory structure rear yard setback required by Section 4.02.03.D of the Collier County Land Development Code to allow an attached swimming pool screen enclosure to be constructed 6.8 feet from the northern property line of an existing single-family dwelling, located within a Residential Single-Family-6 (RMF-6) zoning district, at 1411 N. Alhambra Circle, also described as a portion of Lot 9, Block 6, First Addition to Naples Twin Lakes, in Section 15, Township 49 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 4 D. Petition No. BDE-PL20220003152 - 1521 Gordon River Ln - Request for a 2-foot boat dock extension from the maximum permitted protrusion of 20 feet for waterways greater than 100 feet in width, to allow for the widening of the internal portion of an existing U-shaped dock and the addition of a 60 square foot floating dock that will protrude a total of 22 feet into a waterway that is 122± feet wide, pursuant to LDC Section 5.03.06. The subject property is located at 1521 Gordon River Lane and is further described as Lot 19, Nature Pointe, in Section 35, Township 49 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 4 E. Petition No. BDE-PL20210002320 - 415 Seabee Ave - Request for a 12-foot boat dock extension from the maximum permitted protrusion of 20 feet allowed by Section 5.03.06 of the Collier County Land Development Code for waterways greater than 100 feet in width, to allow a boat docking facility protruding a total of 32 feet into a waterway that is 213± feet wide. The subject property is located at 415 Seabee Avenue and is further described as Lot 19, Block Q, Conner's Vanderbilt Beach Estates Unit No. 2, in Section 29, Township 48 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 2 October 2022 Collier County Hearing Examiner Page 3 Printed 10/6/2022 4. Other Business 5. Public Comments 6. Adjourn 10/13/2022 COLLIER COUNTY Collier County Hearing Examiner Item Number: 3.A Item Summary: Petition No. BD-PL20220002460 – 493 Willet Ave - Nelson Marine Construction - Request for a 648 square foot boathouse allowed by Section 5.03.06.F of the Land Development Code, to accommodate an existing approved boat dock permit with a total protrusion of 20 feet, consisting of two boat slips, pursuant to Section 5.03.06 of the Collier County Land Development Code, for the benefit of Lot 19, Conner’s Vanderbilt Beach Estates Uni t 2 Block N, also described as 493 Willet Avenue, in Section 29, Township 48 South, Range 25 East, Collier County, Florida. [Coordinator: Sean Sammon, Principal Planner] Commission District 2 Meeting Date: 10/13/2022 Prepared by: Title: Principal Planner – Zoning Name: Sean Sammon 09/26/2022 5:11 PM Submitted by: Title: Zoning Director – Zoning Name: Mike Bosi 09/26/2022 5:11 PM Approved By: Review: Zoning Sean Sammon Division Director Skipped 09/21/2022 11:49 AM Growth Management Operations & Regulatory Management Kenneth Kovensky Review Item Completed 09/26/2022 5:20 PM Hearing Examiner (GMD Approvers) Diane Lynch Review Item Completed 09/26/2022 5:32 PM Zoning Sean Sammon Review Item Skipped 09/21/2022 11:49 AM Zoning Ray Bellows Review Item Completed 09/27/2022 9:25 AM Zoning Mike Bosi Review Item Completed 09/30/2022 1:57 PM Hearing Examiner Andrew Dickman Meeting Pending 10/13/2022 9:00 AM 3.A Packet Pg. 4 BD-PL20220002460-BUCHALTER BOATHOUSE Page 1 of 10 September 13, 2022 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: GROWTH MANAGEMENT COMMUNITY DEVELOPMENT DEPARTMENT ZONING DIVISION – ZONING SERVICES SECTION HEARING DATE: OCTOBER 13, 2022 SUBJECT: BD-PL20220002460, 493 WILLET AVENUE – BUCHALTER BOATHOUSE _________________________________________________________________________ PROPERTY OWNER/APPLICANT: AGENT: Stephen Buchalter Nelson Marine Construction 493 Willet Avenue 10923 Enterprise Avenue Naples, FL 34108 Bonita Springs, FL 34135 REQUESTED ACTION: Nelson Marine Construction requests constructing a 648 square foot boathouse allowed by Section 5.03.06.F of the Land Development Code, to accommodate an existing approved boat dock permit with a total protrusion of 20 feet, consisting of two boat slips, pursuant to Section 5.03.06 of the Collier County Land Development Code. GEOGRAPHIC LOCATION: The subject property is located at Lot 19, Conner’s Vanderbilt Beach Estates Unit 2 Block N, also described as 493 Willet Avenue, in Section 29, Township 48 South, Range 25 East, Collier County, Florida. (See location map on the following page) PURPOSE/DESCRIPTION OF PROJECT: The purpose of the project is the construction of a 648 SF boathouse with a brown asphalt shingle roof. Boathouses are uses permitted by right as an accessory use in the RSF-3 Zoning District. The facility will protrude a total of 20 feet into a waterway 100 feet wide and consist of two boating vessels of 30 feet and 24 feet long. The same property has an existing permitted dock, PRBD20220102956 with two existing boat slips with two boat lifts that meet the riparian setbacks. The dock was also reviewed and approved by the Florida Department of Environmental Protection (DEP) for Regulatory and Federal Review for a General Permit referenced as File Number 0357825-003 EG, Collier County. 3.A.a Packet Pg. 5 Attachment: Staff Report - PL20220002460 - 493 Willet AVE (23451 : PL20220002460 Buchalter Boathouse) BD-PL20220002460-BUCHALTER BOATHOUSE Page 2 of 10 September 13, 2022 3.A.aPacket Pg. 6Attachment: Staff Report - PL20220002460 - 493 Willet AVE (23451 : PL20220002460 Buchalter Boathouse) BD-PL20220002460-BUCHALTER BOATHOUSE Page 3 of 10 September 13, 2022 SURROUNDING LAND USE & ZONING: SUBJECT PARCEL: The site is currently developed, zoned Single-Family Residential (RSF-3) SURROUNDING: North: Vanderbilt Lagoon, then single-family residence, zoned Single-Family Residential (RSF-3) East: Vanderbilt Drive (R.O.W)., then multi-family residence, zoned Multi-Family Residential (RMF-6) South: Willet Avenue (local road), then single-family residence, zoned Single-Family Residential (RSF-3) West: Single-Family Residence, then Vanderbilt Lagoon/Wiggins Pass, zoned Single- Family Residence (RSF-3) Aerial Map - Collier County Property Appraiser SUBJECT PROPERTY 3.A.a Packet Pg. 7 Attachment: Staff Report - PL20220002460 - 493 Willet AVE (23451 : PL20220002460 Buchalter Boathouse) BD-PL20220002460-BUCHALTER BOATHOUSE Page 4 of 10 September 13, 2022 Zoning Map - Collier County Geographic Informational System (GIS) SUBJECT PROPERTY 3.A.a Packet Pg. 8 Attachment: Staff Report - PL20220002460 - 493 Willet AVE (23451 : PL20220002460 Buchalter Boathouse) BD-PL20220002460-BUCHALTER BOATHOUSE Page 5 of 10 September 13, 2022 Zoning Map - Collier County Geographic Informational System (GIS) SUBJECT PROPERTY 3.A.a Packet Pg. 9 Attachment: Staff Report - PL20220002460 - 493 Willet AVE (23451 : PL20220002460 Buchalter Boathouse) BD-PL20220002460-BUCHALTER BOATHOUSE Page 6 of 10 September 13, 2022 ENVIRONMENTAL EVALUATION: Environmental Services staff has reviewed this petition and has no objection to the granting of this request. Section 5.03.06(E)(11) (Manatee Protection) of the Collier County Land Development Code (LDC) is applicable to all multi-slip docking facilities with ten (10) or more slips. The proposed facility consists of two (2) boat slips with two (2) boat lifts, and is therefore not subject to the provisions of this section. STAFF COMMENTS: The Collier County Hearing Examiner (HEX) shall approve, approve with conditions, or deny, a boathouse request based on all the following criteria. Since the existing boat dock doesn’t protrude more than 20 feet into the waterway, therefore the primary and secondary criteria of a boat dock extension are not applicable to this application. Staff has reviewed this petition in accordance with LDC Section 5.03.06.E and LDC Section 5.03.06.F which are standards for boathouses. Boathouses, including any roofed structure built on a dock, shall be reviewed by the Hearing Examiner according to the following criteria, which are applicable in LDC Sec. 5.03.06.E and all of which LDC Sec. 5.03.06.F must be met in order for the Hearing Examiner to approve the request: LDC Section 5.03.06.E Criteria: 1. For lots on a canal or waterway that is 100 feet or greater in width, no boathouse or dock facility/boat combination shall protrude more than 20 feet into the waterway (i.e., the total protrusion of the dock facility plus the total protrusion of the moored vessel). Criterion met (or Criterion not met). Criterion met. In relation to the 100-feet width of the waterway, the proposed boathouse and moored vessel combination protrude a total of 20 feet. 2. For lots on a canal or waterway that is less than 100 feet in width, dock facilities may occupy no more than 25 percent of the width of the waterway or protrude greater than 20 feet into the waterway, whichever is less. Criterion met (or Criterion not met). Criterion not applicable. Criterion 1 was met above since the waterway is a total of 100 feet in width. 3. On manmade canals 60 feet or less in width, which are not reinforced by a vertical seawall or bulkhead, dock facilities may protrude up to 33 percent of the width of the waterway, provided that the procedures outlined in section 5.03.06(C) are followed. Criterion met (or Criterion not met). Criterion not applicable. Criterion 1 was met above since the waterway is a total of 100 feet in width. 3.A.a Packet Pg. 10 Attachment: Staff Report - PL20220002460 - 493 Willet AVE (23451 : PL20220002460 Buchalter Boathouse) BD-PL20220002460-BUCHALTER BOATHOUSE Page 7 of 10 September 13, 2022 4. For lots on unbridged barrier islands located within state aquatic preserves, protrusion limits, setbacks, and deck area shall be determined by the applicable Florida Department of Environmental Protection (DEP) regulations in effect at the time of permit application, and the protrusion limits above shall not apply. All required DEP permits for a dock facility must be obtained prior to the issuance of a Collier County building permit for the facility. Criterion met (or Criterion not met). Criterion not applicable. Subject lot is not located on unbridged barrier islands within state aquatic preserves and is zoned RSF- 3. 5. All dock facilities on lots with a water frontage of 60 feet or greater shall have a side setback requirement of 15 feet, except as provided in subsections 5.03.06(E) or 5.03.06(F) of this LDC or as exempted below. Criterion met (or Criterion not met). Criterion met. The proposed facility is located on a lot that contains 104.5 feet of total property water frontage. The setbacks to the boathouse facility are 15 feet at minimum from each property line. 6. All dock facilities, except boathouses, on lots with less than 60 feet of water frontage shall have a side setback requirement of 7.5 feet. Criterion met (or Criterion not met). Criterion not applicable. The dock facility proposed is a boathouse. 7. All dock facilities, except boathouses, on lots at the end or side end of a canal or waterway, shall have a side setback requirement of 7.5 feet as measured from the side lot line or riparian line, whichever is appropriate. Criterion met (or Criterion not met). Criterion not applicable. The dock facility proposed is a boathouse. 8. Riparian lines for lots at the end or side end of a waterway with a regular shoreline shall be established by a line extending from the corner of an end lot and side end lot into the waterway bisecting equidistantly the angle created by the 2 intersecting lots. Criterion met (or Criterion not met). Criterion met. See the attached drawing showing where the riparian lines are marked, Exhibit A. 9. Riparian lines for all other lots shall be established by generally accepted methods, taking into consideration the configuration of the shoreline, and allowing for the equitable apportionment of riparian rights. Such methods include, but are not limited to, lines drawn perpendicular to the shoreline for regular (linear) shorelines, or lines drawn perpendicular to the centerline (thread) of the waterway, perpendicular to the line of deep water (line of 3.A.a Packet Pg. 11 Attachment: Staff Report - PL20220002460 - 493 Willet AVE (23451 : PL20220002460 Buchalter Boathouse) BD-PL20220002460-BUCHALTER BOATHOUSE Page 8 of 10 September 13, 2022 navigability, or edge of navigable channel), as appropriate, for irregular shorelines. Criterion met (or Criterion not met). Criterion met. See the attached drawing showing where the riparian lines are marked, Exhibit A. 10. All dock facilities, regardless of length and/or protrusion, shall have reflectors and house numbers, no less than 4 inches in height, installed at the outermost end on both sides. For multi-family developments, the house number requirement is waived. Criterion met (or Criterion not met). Criterion met. Applicant will abide by and install house number reflectors on their boathouse facility per LDC requirements. 11. Multi-slip docking facilities with 10 or more slips will be reviewed for consistency with the Manatee Protection Plan ("MPP") adopted by the BCC and approved by the DEP. If the location of the proposed development is consistent with the MPP, then the developer shall submit a "Manatee Awareness and Protection Plan," which shall address, but not be limited to, the following categories: a. Education and public awareness. b. Posting and maintaining manatee awareness signs. c. Information on the type and destination of boat traffic will be generated from the facility. d. Monitoring and maintenance of water quality to comply with state standards. e. Marking of navigational channels, as may be required. Criterion met (or Criterion not met). Criterion not applicable. There are only two slips in total and, therefore, this is not considered a multi-slip docking facility. LDC Section 5.03.06.F. Criteria: 1. Minimum side setback requirement: Fifteen feet. Criterion met (or Criterion not met). Criterion met. The proposed boathouse meets the minimum 15 feet setback from each property line. See Exhibit A. 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. Criterion met (or Criterion not met). Criterion met. The proposed boathouse consists of a maximum protrusion of 20 feet. The roof only overhangs the maximum protrusion by an estimate of 1’-3” (1.25 feet) which is less than the maximum roof overhang of 3 feet beyond the maximum protrusion. See Exhibit A. 3.A.a Packet Pg. 12 Attachment: Staff Report - PL20220002460 - 493 Willet AVE (23451 : PL20220002460 Buchalter Boathouse) BD-PL20220002460-BUCHALTER BOATHOUSE Page 9 of 10 September 13, 2022 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. Criterion met (or Criterion not met). Criterion met. The proposed boathouse is a maximum of 15 feet from the top of the seawall to the peak of the roof. See Exhibit A. 4. Maximum number of boathouses or covered structures per site: One. Criterion met (or Criterion not met). Criterion met. The only boathouse to be developed on this subject property is this proposed boathouse. 5. All boathouses and covered structures shall be completely open on all 4 sides. Criterion met (or Criterion not met). Criterion met. The proposed boathouse is open on all four sides. See Exhibit A. 6. Roofing material and roof color shall be the same as materials and colors used on the principal structure or may be of 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. Criterion met (or Criterion not met). Criterion met. The existing house was built in 1961. The existing single-family residence serves as the principal structure and consists of a roof that is the same color as the proposed boathouse which will be brown asphalt shingles. 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. Criterion met (or Criterion not met). Criterion met. There is no adjacent neighbor on the east side. This lot is at the dead end of a canal, it wraps around the end of the canal, and the property fronts on Willet Ave. There is a seawall and the street which makes up the view for the neighbor on the west side. Regarding the neighbor to the north, there is no major impact since the canal is 98 feet wide, so the outside boathouse piling is 78 feet south of the opposite side of the canal seawall. Lastly, the boathouse is in the only available location on this lot which is 15 feet from the property line to the outside of the boathouse piling. Staff analysis indicates that 5 of the eleven LDC Section 5.03.06.E criteria were met, while 6 were not applicable, and the request meets all 7 of the seven LDC Section 5.03.06.F criteria. 3.A.a Packet Pg. 13 Attachment: Staff Report - PL20220002460 - 493 Willet AVE (23451 : PL20220002460 Buchalter Boathouse) BD-PL20220002460-BUCHALTER BOATHOUSE Page 10 of 10 September 13, 2022 CONCURRENT LAND USE APPLICATIONS: There are no concurrent land use applications under review at the present time. APPEAL OF BOATHOUSE TO BOARD OF COUNTY COMMISSIONERS: As to any boathouse petition upon which the Hearing Examiner takes action, an aggrieved petitioner may appeal such final action to the Board of County Commissioners. Such appeal shall be filed with the Growth Management Department Administrator within 30 days of the Decision by the Hearing Examiner. In the event that the petition has been approved by the Hearing Examiner, the applicant shall be advised that he/she proceeds with construction at his/her own risk during this 30-day period. Any construction work completed ahead of the approval authorization shall be at their own risk. STAFF RECOMMENDATION: Based on the above findings, staff recommends that the HEX APPROVE Petition BD- PL20220002460 subject to the following stipulations: 1. Corresponding permits from the Florida Department of Environmental Protection shall be provided to Collier County prior to the issuance of a building permit. 2. Reflectors and house numbers of no less than four inches in height shall be installed at the outermost end, on both sides of all docks or mooring pilings, whichever protrudes the furthest into the waterway, prior to the issuance of a Certificate of Completion. Attachments: A) Proposed Boathouse Plans B) Dock Permit: Collier County – PRBD20220102956 C) Dock Permit: Florida DEP – 0357825-003 EG D) HEX Backup Packet E) Legal Ad & HEX Sign Posting 3.A.a Packet Pg. 14 Attachment: Staff Report - PL20220002460 - 493 Willet AVE (23451 : PL20220002460 Buchalter Boathouse) TYPICAL END DETAILTYPICAL HIP BRACE DETAILPROPOSED BOATHOUSE PILE AND FRAME LAYOUTGradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151Cert. of Auth. LB 0005151Business LC 26000266Q. Grady Minor and Associates, P.A.3800 Via Del ReyBonita Springs, Florida 34134 Bonita Springs: 239.947.1144ZZZ.GradyMinor.coP Fort Myers: 239.690.4380NOTES:FLOATING TURBIDITY BARRIERSN.T.S.SITE PLANSCALE: 1" = 30'SECTION VIEW SCALE: 1" = 30'N.T.S.3.A.bPacket Pg. 15Attachment: ATTACHMENT A - PROPOSED BOATHOUSE PLANS (23451 : PL20220002460 Buchalter Boathouse) 3.A.bPacket Pg. 16Attachment: ATTACHMENT A - PROPOSED BOATHOUSE PLANS (23451 : PL20220002460 Buchalter Boathouse) PAGE 2 OF 3 REVISIONS PROJECT NO. N/A 21-88687 PROFESSIONAL LAND SURVEYORS & MAPPERS - LB 6569 239-403-1600 FAX 403-8600 3884 PROGRESS AVE., SUITE 104 9220 BONITA BEACH ROAD, STE. 200 BONITA SPRINGS, FLORIDA 34135 SURVEY SKETCH OF BOUNDARY SURVEY NOT FOR FENCE CONSTRUCTION NOT FOR CONSTRUCTION NOT FOR DESIGN 239-403-1600 FAX 403-8600 F.L.A. SURVEYS CORP. PHOTO PAGE NAPLES, FLORIDA 34104 DRAWN BY: LFD PARTY CHIEF: 3.A.b Packet Pg. 17 Attachment: ATTACHMENT A - PROPOSED BOATHOUSE PLANS (23451 : PL20220002460 Buchalter Boathouse) 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. B.E. = BUFFER EASEMENT 12. BM = BENCHMARK 13. BOB = BASIS OF BEARING 14. BRG = BEARING 15. C# = CURVE NUMBER 16. C = CALCULATED 17. CB = CATCH BASIN 18. CHB = CHORD BEARING 19. CHD = CHORD 20. CLF = CHAINLINK FENCE 21. CM = CONCRETE MONUMENT 22. C0 = CLEAN OUT 23. CONC = CONCRETE 24. CP = CONCRETE PAD 25. CSW = CONCRETE SIDEWALK 26. CTV= CABLE TV RISER 27. CUE= COLLIER COUNTY UTILITY EASEMENT 28. D = DEED 29. DE= DRAINAGE EASEMENT 30. DH = DRILL HOLE 31. DI = DROP INLET 32. ELEC= ELECTRIC 33. EOP = EDGE OF PAVEMENT 34. EOR = EDGE OF ROAD 35. EOW = EDGE OF WATER 36. F= AS LABELED OR FOUND IN THE FIELD 37. F.A.C. = FLORIDA ADMINISTRATIVE CODE 38. FCC = FOUND CROSS CUT 39. FCM = FOUND CONCRETE MONUMENT 40. FEMA = FEDERAL EMERGENCY MANAGEMENT AGENCY 41. FDH = FOUND DRILL HOLE 42. FFE = FINISH FLOOR ELEVATION 43. FH = FIRE HYDRANT 44. FIP = FOUND IRON PIPE 45. FIR = FOUND IRON ROD 46. FN = FOUND NAIL 47. FND = FOUND 48. FPK = FOUND PK NAIL 49. FPK&D = FOUND PK NAIL AND DISC 50. GTE = TELEPHONE RISER 51. ILLEG. = ILLEGIBLE LB OR PSM NUMBER 52. LB = LICENSED BUSINESS 53. LBE = LANDSCAPE BUFFER EASEMENT 54. LME = LAKE MAINTENANCE EASEMENT 55. LP = LIGHT POLE 56. M = MEASURED 57. ME = MAINTENANCE EASEMENT 58. MH = MANHOLE 59. NAVD 1988 = NORTH AMERICAN VERTICAL DATUM OF 1988 60. NGVD 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929 61. NO ID = NO IDENTIFYING MARKINGS 62. (NR) = NON-RADIAL 63. NTS= NOT TO SCALE 64. OHP= OVERHEAD POWER 65. OHU = OVERHEAD UTILITY LINE 66. O.R. = OFFICIAL RECORD BOOK 67. P = PLAT 68. PC = POINT OF CURVATURE 69. PCC = POINT OF COMPOUND CURVATURE 70. PCP = PERMANENT CONTROL POINT 71. PG = PAGE 72. PI = POINT OF INTERSECTION 73. PK&D = PARKER KALON NAIL AND DISC 74. PLS = PROFESSIONAL LAND SURVEYOR 75. POB = POINT OF BEGINNING 76. POC = POINT OF COMMENCEMENT 77. PP = POWER POLE 78. PRC = POINT OF REVERSE CURVE 79. PRM = PERMANENT REFERENCE MONUMENT 80. PSM= PROFESSIONAL SURVEYOR AND MAPPER 81. PU & DE = PUBLIC UTILITY & DRAINAGE EASEMENT 82. PUE = PUBLIC UTILITY EASEMENT 83. ( R ) = RADIAL 84. R = RADIUS 85. RING = ITEM DETECTED BY METAL DETECTOR BUT NOT RECOVERED 86. RNG= RANGE 87. ROW = RIGHT-OF-WAY 88. RR SPK = RAILROAD SPIKE 89. SAT= SATELLITE DISH 90. SEC = SECTION 91. SPK&D = SET PK WITH DISC WITH LB NUMBER 92. SIR = SET 5/8" IRON ROD WITH LB NUMBER 93. TBM = TEMPORARY BENCH MARK 94. TECO= TAMPA ELECTRIC COMPANY 95. TEL = TELEPHONE FACILITIES 96. TOB = TOP OF BANK 97. TP = TRANSMITTER PAD 98. TUE = TECHNOLOGY UTILITY EASEMENT 99. TVR= TELEVISION RISER 100. TWP= TOWNSHIP 101. UE = UTILITY EASEMENT 102. VF = VINYL FENCE 103. W = WATER SERVICE 104. WB = WATER BOX 105. WF= WOOD FENCE 106. WPP= WOOD POWER POLE 107. WREC= WITHLACOOCHEE RIVER ELECTRIC COMPANY 108. = DELTA OR CENTRAL ANGLE OF CURVE 109. DIMENSIONS ARE IN FEET AND IN DECIMALS THEREOF 110. ELEVATIONS SHOWN HEREON ARE NAVD 1988 UNLESS OTHERWISE STATED 111. ALL PHYSICAL IMPROVEMENTS SHOWN WITHOUT DIMENSIONS ARE FOR INFORMATIONAL PURPOSES ONLY. THAT THEY DO EXIST, BUT WERE NOT NECESSARILY MEASURED IN THE FIELD. 112. NOTE: LEGAL DESCRIPTION PROVIDED BY CLIENT UNLESS OTHERWISE NOTED. 113. EASEMENTS AND RIGHT OF WAYS SHOWN ARE PER RECORDED PLAT OR AS FURNISHED BY THE CLIENT 114. FOUNDATION LINE BELOW THE SURFACE OF THE GROUND IS NOT REFLECTED 115. THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PURPOSES UNDER ANY CONDITION UNLESS OTHERWISE STATED 116. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS NOTED 117. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT OF WAYS, AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN 118. THERE ARE NO VISIBLE ENCROACHMENTS EXCEPT THOSE AS DELINEATED ON THIS PLAT OF SURVEY 119. TIES ARE TO FIELD LINES UNLESS OTHERWISE NOTED 120. 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 121. FENCES MEANDER ON AND OFF LINE, APPROXIMATE LOCATION ONLY UNLESS STATED OTHERWISE. 122. THE LINES ON THIS SKETCH DO NOT CONSTITUTE OWNERSHIP 123. THE INTENT OF THIS SURVEY IS FOR TITLE TRANSFER ONLY UNLESS STATED OTHERWISE. 124. FLORIDA STATUTE : TWO SITE BENCHMARKS ARE REQUIRED FOR CONSTRUCTION. 125. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. 126. 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: HTTP://WWW.FEMA.GOV/PLAN/PREVENT/FHM/TSD_EMAP.SHT PROPERTY OWNER SHOULD OBTAIN WRITTEN FLOOD ZONE DETERMINATION FROM LOCAL PERMITTING, PLANNING AND BUILDING DEPARTMENT PRIOR TO ANY CONSTRUCTION PLANNING AND/OR CONSTRUCTION 127. IN COMPLIANCE WITH F.A.C. 5J-17.052(2)(D)(4) – 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. 128. IF APPLICABLE, FENCES SHOWN MEANDER ON OR OFF LINES (APPROXIMATE LOCATION ONLY) 129. 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. 130. 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. 3.A.b Packet Pg. 18 Attachment: ATTACHMENT A - PROPOSED BOATHOUSE PLANS (23451 : PL20220002460 Buchalter Boathouse) 3.A.c Packet Pg. 19 Attachment: ATTACHMENT B - PRBD20220102956 (23451 : PL20220002460 Buchalter Boathouse) 3.A.c Packet Pg. 20 Attachment: ATTACHMENT B - PRBD20220102956 (23451 : PL20220002460 Buchalter Boathouse) 3.A.c Packet Pg. 21 Attachment: ATTACHMENT B - PRBD20220102956 (23451 : PL20220002460 Buchalter Boathouse) 3.A.c Packet Pg. 22 Attachment: ATTACHMENT B - PRBD20220102956 (23451 : PL20220002460 Buchalter Boathouse) 3.A.d Packet Pg. 23 Attachment: ATTACHMENT C - 0357825-003 EG (23451 : PL20220002460 Buchalter Boathouse) 3.A.d Packet Pg. 24 Attachment: ATTACHMENT C - 0357825-003 EG (23451 : PL20220002460 Buchalter Boathouse) 3.A.d Packet Pg. 25 Attachment: ATTACHMENT C - 0357825-003 EG (23451 : PL20220002460 Buchalter Boathouse) 3.A.d Packet Pg. 26 Attachment: ATTACHMENT C - 0357825-003 EG (23451 : PL20220002460 Buchalter Boathouse) 3.A.d Packet Pg. 27 Attachment: ATTACHMENT C - 0357825-003 EG (23451 : PL20220002460 Buchalter Boathouse) 3.A.d Packet Pg. 28 Attachment: ATTACHMENT C - 0357825-003 EG (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 29Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 30Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 31Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 32Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 33Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 34Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 35Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 36Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 37Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 38Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 39Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 40Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse)PRBD20220102956 3.A.ePacket Pg. 41Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse)Criterion not applicable. The waterway is atotal of 100-feet in width and the combination was met in Criteria 1, above. 3.A.ePacket Pg. 42Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse)Proposed dockfacility is a boathouse.Criterion not applicable. Proposed dockfacility is a boathouse. 3.A.ePacket Pg. 43Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse)There are only twoslips in total and is not considered a multi-slip docking facility.and the roof only overhangs the maximum protrusion by anestimate of 1'-3" (1.25 feet). 3.A.ePacket Pg. 44Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 45Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 46Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 47Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 48Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 49Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 50Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 51Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 52Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 53Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 54Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.e Packet Pg. 55 Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.e Packet Pg. 56 Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.e Packet Pg. 57 Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 58Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 59Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 60Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 61Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 62Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 63Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 64Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 65Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 66Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 67Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 68Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 69Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 70Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 71Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) 3.A.ePacket Pg. 72Attachment: ATTACHMENT D - Buchalter Packet 9-13-2022 (23451 : PL20220002460 Buchalter Boathouse) Ge r ma in AV E S ea gul l AV E Wille t AV E 99th AVE N 100th AVE N 101st AVE N 102nd AVE N 103rd AVE N Tr ad e W i n d s AV E !I Projec tLocation 3.A.f Packet Pg. 73 Attach NOTICE OF PUBLIC HEARING Notice is hereby given that a public hearing will be held by the Collier County Hearing Examiner (HEX) at 9:00 A.M., October 13, 2022, in the Hearing Examiner’s Meeting Room, at 2800 North Horseshoe Drive, Room 609/610, Naples, FL 34104 to consider: PETITION NO. BD-PL20220002460 – NELSON MARINE CONSTRUCTION REQUESTS CONSTRUCTING A 648 SQUARE FOOT BOATHOUSE ALLOWED BY SECTION 5.03.06.F OF THE LAND DEVELOPMENT CODE, TO ACCOMMODATE AN EXISTING APPROVED BOAT DOCK PERMIT WITH A TOTAL PROTRUSION OF 20 FEET, CONSISTING OF TWO BOAT SLIPS, PURSUANT TO SECTION 5.03.06 OF THE COLLIER COUNTY LAND DEVELOPMENT CODE, FOR THE BENEFIT OF LOT 19, CONNER’S VANDERBILT BEACH ESTATES UNIT 2 BLOCK N, ALSO DESCRIBED AS 493 WILLET AVENUE, IN SECTION 29, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA. All interested parties are invited to appear and be heard. All materials used in presentation before the Hearing Examiner will become a permanent part of the record. Copies of staff report are available one (1) week prior to the hearing. The file can be reviewed at the Collier County Growth Management Community Development Department, Zoning Division, 2800 North Horseshoe Drive, Naples, FL 34104. As to any petition upon which the Hearing Examiner takes action, an aggrieved petitioner may appeal such final action. Such appeal shall be filed per Section 2-88 of the Collier County Code of Laws and Ordinances within 30 days of the decision by the Hearing Examiner. An aggrieved non-party may appeal a decision by the Hearing Examiner to the Circuit Court of Collier County within 30 days of the decision. In the event that the petition has been approved by the Hearing Examiner, the applicant shall be advised that he/she proceeds with construction at his/her own risk during this 30-day period. Any construction work completed ahead of the approval authorization shall be at their own risk. As part of an ongoing initiative to encourage public involvement, the public will have the opportunity to provide public comments remotely, as well as in person, during this proceeding. Individuals who would like to participate remotely should register through the link provided within the specific event/meeting entry on the Calendar of Events on the County website at www.colliercountyfl.gov/our-county/visitors/calendar-of-events after the agenda is posted on the County website. Registration should be done in advance of the public meeting, or any deadline specified within the public meeting notice. Individuals who register will receive an email in advance of the public hearing detailing how they can participate remotely in this meeting. Remote participation is provided as a courtesy and is at the user’s risk. The County is not responsible for technical issues. For additional information about the meeting, please call Geoffrey Willig at (239) 252-8369 or email to Geoffrey.Willig@ colliercountyfl.gov. If you are a person with a disability who needs any accommodation in order to participate in this proceeding, you are entitled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Zoning Division located at 2800 N. Horseshoe Dr, Naples, Florida 34104, (239) 252-2400, at least two (2) days prior to the meeting. Andrew W. J. Dickman, Esq., AICP Chief Hearing Examiner Collier County, Florida ND-GCI0947562-01 3.A.f Packet Pg. 74 Attachment: ATTACHMENT E - Legal Ad & Sign Posting (23451 : PL20220002460 Buchalter Boathouse) 3.A.f Packet Pg. 75 Attachment: ATTACHMENT E - Legal Ad & Sign Posting (23451 : PL20220002460 Buchalter Boathouse) 3.A.f Packet Pg. 76 Attachment: ATTACHMENT E - Legal Ad & Sign Posting (23451 : PL20220002460 Buchalter Boathouse) 3.A.f Packet Pg. 77 Attachment: ATTACHMENT E - Legal Ad & Sign Posting (23451 : PL20220002460 Buchalter Boathouse) 3.A.f Packet Pg. 78 Attachment: ATTACHMENT E - Legal Ad & Sign Posting (23451 : PL20220002460 Buchalter Boathouse) 10/13/2022 COLLIER COUNTY Collier County Hearing Examiner Item Number: 3.B Item Summary: ** This Item has been Continued from the September 22, 2022 HEX Meeting *** Petition No. BDE-PL20220001299 – 260 Connors Ave - Request for a 25-foot boat dock extension from the maximum permitted protrusion of 20 feet for waterways greater than 100 feet in width, to allow construction of a boat docking facility protruding a total of 45 feet into a waterway that is 268± feet wide, pursuant to LDC Section 5.03.06. The subject property is located at 260 Conners Avenue and is further described as Lot 14, Block R, Conner's Vanderbilt Beach Estates Unit No. 3, in Section 29, Township 48 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 2 Meeting Date: 10/13/2022 Prepared by: Title: Operations Analyst – Planning Commission Name: Diane Lynch 10/06/2022 4:37 PM Submitted by: Title: Zoning Director – Zoning Name: Mike Bosi 10/06/2022 4:37 PM Approved By: Review: Growth Management Operations & Regulatory Management Diane Lynch Review Item Skipped 10/06/2022 4:37 PM Hearing Examiner (GMD Approvers) Diane Lynch Review Item Skipped 10/06/2022 4:37 PM Zoning Diane Lynch Review Item Skipped 10/06/2022 4:37 PM Zoning Diane Lynch Division Director Skipped 10/06/2022 4:37 PM Hearing Examiner Andrew Dickman Meeting Pending 10/13/2022 9:00 AM 3.B Packet Pg. 79 BDE-PL20220001299 – 260 Conners Ave Page 1 of 7 September 9, 2022 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: ZONING DIVISION – ZONING SERVICES SECTION GROWTH MANAGEMENT DEPARTMENT HEARING DATE: SEPTEMBER 22, 2022 SUBJECT: BDE-PL20220001299, 260 CONNERS AVENUE - MCKIBBEN DOCK _________________________________________________________________________ PROPERTY OWNER/APPLICANT: AGENT: Douglas G. and Christine E. McKibben Jeff Rogers 260 Conners Ave. Turrell, Hall & Associates, Inc. Naples, FL 34108 3584 Exchange Ave. Naples, FL 34104 REQUESTED ACTION: The petitioner requests a 25-foot boat dock extension from the maximum permitted protrusion of 20 feet for waterways greater than 100 feet in width, to allow construction of a boat docking facility protruding a total of 45 feet into a waterway that is 268± feet wide, pursuant to LDC Section 5.03.06. GEOGRAPHIC LOCATION: The subject property is located at 260 Conners Avenue, further described as Lot 14, Block R, Conner’s Vanderbilt Beach Estates Unit No. 3, in Section 29, Township 48 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 Single-Family-3 (RSF-3) Zoning District, comprises 0.22 acres with 80± feet of water frontage, and has been improved with a single-family residence. It is the desire of the owner/applicant to remove and replace the existing boat docking facility with a larger dock facility designed to accommodate a single 40-foot vessel. The proposed dock is of a shore perpendicular design that was greatly influenced by the applicant’s previously denied petition for a Boat Dock Extension for a dock of shore parallel design; see Attachment B – HEX No. 2021-64. The vessel size has decreased, no crossing of riparian lines is required for ingress/egress, and the required 15-foot side/riparian setbacks will be maintained. 3.B.a Packet Pg. 80 Attachment: Staff Report 09092022 (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) BDE-PL20220001299 – 260 Conners Ave Page 2 of 7 September 9, 2022 3.B.aPacket Pg. 81Attachment: Staff Report 09092022 (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) BDE-PL20220001299 – 260 Conners Ave Page 3 of 7 September 9, 2022 SURROUNDING LAND USE & ZONING: North: Conners Avenue (Right-of-Way) then Single-family dwelling, Residential Single- Family-3 District (RSF-3) East: Single-family dwelling, Residential Single-Family-3 District (RSF-3) South: Vanderbilt Lagoon waterway West: Single-family dwelling, Residential Single-Family-3 District (RSF-3) Aerial – Collier County GIS ENVIRONMENTAL EVALUATION: Environmental Planning Staff has reviewed this petition and has no objection to the granting of this request. The proposed dock is to be constructed waterward of the existing seawall shoreline. The proposed dock will not impact native shoreline vegetation. A submerged resources survey provided by the applicant found no submerged resources in the area 200 feet beyond the proposed docking facility. The Submerged Resource Survey exhibit sheet 5 of 7 provides an aerial with a note stating that no seagrasses were observed within 200 feet of the proposed docking facility. 3.B.a Packet Pg. 82 Attachment: Staff Report 09092022 (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) BDE-PL20220001299 – 260 Conners Ave Page 4 of 7 September 9, 2022 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 an RSF-3 Zoning District and supports a single-family dwelling for which the LDC allows two boat slips. The proposed boat docking facility comprises a single boat slip designed to accommodate a 40-foot LOA vessel. A shore perpendicular design is being used to both satisfy side/riparian setback requirements and to eliminate any interference issues to vessel ingress/egress of neighboring dock facilities. 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 the survey should establish that the water depth is too shallow to allow launching and mooring of the vessel(s) described without an extension.) Criteria not met. The applicant’s agent states: “The reason for this BDE request is due to the applicant’s vessel size and the two adjacent existing docks. The applicant-owned shoreline length is 80-feet and with 30-feet being within setbacks the best design option in order to accommodate the applicant’s vessel and avoid ingress/egressing over the riparian lines is to push the dock further out into the waterway. The two adjacent properties have existing docks which limited the proposed dock design due to a lack of space to safely navigate the vessel between the docks for a more parallel mooring design. A design like that for this subject property was already presented to the HEX and was denied therefore a new dock design is now being proposed. As proposed the dock provides safe access to the slip as well as maintains the required 15-foot setbacks [sic] avoids having to navigate over shared riparian lines but does extend out past the allowed 20-feet. Additionally, the proposed design will not interfere with the adjacent properties nor their access to their 3.B.a Packet Pg. 83 Attachment: Staff Report 09092022 (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) BDE-PL20220001299 – 260 Conners Ave Page 5 of 7 September 9, 2022 shoreline or subject docks/slips.” Zoning staff doesn’t disagree and finds this criterion has not been satisfied. 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 design does have the dock extending out further into the subject waterway than any of the other adjacent docks. However, the subject waterway width does allow for the dock to extend out as proposed and still be within the allowed 25% width of the waterway. The newly proposed design is consistent with at least one other recently approved BDE located at 300 Oak Ave which just like that now existing docking facility does not impact navigation as the subject waterway is not a marked channel.” Staff concurs and further offers that there are no marked channels within this area of Vanderbilt Lagoon and the overall width of the waterway is approximately 268 feet across from the proposed facility. The referenced BDE was presented as PL20190002922, HEX No. 2020-17, for which a duly advertised public hearing was conducted on September 24, 2020; See Attachment C. Said project involved a shore perpendicular dock protruding 44 feet into a 750-foot wide waterway. Aerial – Collier County GIS 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.) 3.B.a Packet Pg. 84 Attachment: Staff Report 09092022 (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) BDE-PL20220001299 – 260 Conners Ave Page 6 of 7 September 9, 2022 Criterion met. The approximate waterway width is 268-feet wide. The proposed dock protrusion is 45 feet from the MHWL which is 16.79 percent of the width of the waterway; greater than 50-percent of the waterway remains open for navigation. 5. Whether the proposed location and design of the dock facility are 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, in part: “The proposed docking facility is within the Vanderbilt Lagoon waterway which services a very large boating community. Both neighboring properties have docking facilities which will not be impacted by this proposed dock design now being perpendicular to the shoreline which does not require the vessel to cross over the shared riparian line... The proposed dock design does push the dock’s overall protrusion out past most of the other docks on the subject waterway but it is within the allowed buildable area and the subject waterway accommodates the overall dock protrusion.” Staff concurs and notes that the nearest portion of the dock facility to the west uses a shore perpendicular design and that to the east is a U-shaped dock facility for which the vessel would enter from east to west; there will be no interference to the use of either facility. 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 states: “The subject property special conditions that have been factored in the overall proposed dock layout are the existing width of waterway, adjacent docking facilities, and the applicant-owned shoreline length. As for the subject property’s shoreline length of 80-feet and the required side yard setbacks of 15-feet there is not sufficient backing distances for the vessel with a shore parallel mooring like the existing dock facility. The typically [sic] design criteria for backing distance is length and half of the vessel size utilizing the slip therefore we would need to provide 63-feet. With the two adjacent properties both having existing docking facilities the shore parallel design was not an option for this property. The property to the west is owned by the applicant but is a grandfathered structure which they would rather not remove and even if they did the setback of 15-feet for both the subject dock and adjacent dock would still not provide sufficient backing distances. That option was considered when determining [sic] the newly proposed dock design. Based on that, the only other option for this property is to protrude further than the allowed 20-feet due to the subject property being located on an open waterway which can accommodate a dock extending out 67-feet from the MHWL as that is the 25% line. As 3.B.a Packet Pg. 85 Attachment: Staff Report 09092022 (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) BDE-PL20220001299 – 260 Conners Ave Page 7 of 7 September 9, 2022 proposed today the dock still does not extend out to the allowed 25% line nor is it necessary to as you can see per the proposed dock layout the new design extends out 45-feet from the property line (most restrictive) and approximately 43-feet from the MHWL. The entire waterway is open to navigation and therefore the proposed extension request will not interfere with the everyday normal navigation boaters currently experience on the subject waterway.” Zoning staff does not necessarily agree with the applicant’s analysis; however, does accept that the boat dock facility to the west of the subject property is nonconforming as by all appearances it encroaches well into the presently required 15-foot side/riparian setback. Staff is unable to determine when the neighboring dock first appeared in its present configuration and is therefore compelled to find that said dock represents a unique special condition. Staff concurs that the neighboring dock facilities must be taken into account when looking at the waterway as a whole and further concurs that the actual length of owned shoreline factors into the proposed boat dock facility design; therefore, this criterion has been satisfied. 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 states: “The proposed docking facility has been minimized and still provides deck area for routine maintenance, safe access as well as recreational activities like fishing plus storage of kayaks and/or paddleboards. The total over-water square footage is 678 square feet. There are two 4-foot side finger docks on either side of the proposed boat lift with a deck area that is within the 20-foot protrusion limit that offers recreational access to the waterway as well as provides [sic] additional area for storage on the dock that should not be considered excessive as it is within the allowed 20-foot protrusion measurement. As designed this dock is still consistent with at least one other existing docking facility within the Vanderbilt Lagoon waterway that has been approved for a BDE which is located at 300 Oak Ave.” Zoning staff concurs with the applicant and therefore finds this criterion to have been satisfied. 3. For single-family dock facilities, whether the length of the vessel or vessels in combination, described by the petitioner, exceeds 50 percent of the subject property’s linear waterfront footage. (The applicable maximum percentage should be maintained.) Criterion met. The subject property has 80 feet of water frontage and the proposed vessel to be docked at this location is 40 feet long; the vessel size does not exceed the 50-percent threshold. 3.B.a Packet Pg. 86 Attachment: Staff Report 09092022 (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) BDE-PL20220001299 – 260 Conners Ave Page 8 of 7 September 9, 2022 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: “There is an existing dock and boat lift already onsite therefore, no new impacts to the neighboring property views of the waterway will result from the proposed project. Additionally, your view by riparian rights is within the property’s riparian area extending out to the middle of the waterway.” Staff is of the opinion that only the view within one’s riparian area can be protected and then only to the extent that it does not restrict a neighboring property from their exercising their full use of waterfront property. To that end, staff finds that the proposed dock has been minimized beyond the 20-foot protrusion mark thereby minimizing the potential view impact. 5. Whether seagrass beds will be impacted by the proposed dock facility. (If seagrass beds are present, compliance with subsection 5.03.06(I) of the LDC must be demonstrated.) Criterion met. There are no seagrass beds present on the property nor the neighboring properties within 200-feet of the existing dock structure. 6. Whether the proposed dock facility is subject to the manatee protection requirements of subsection 5.03.06(E)(11) of this Code. (If applicable, compliance with section 5.03.06(E)(11) must be demonstrated.) Criterion is not applicable. The proposed project is for a single-family residential boat dock facility. Section 5.03.06.E.11, Manatee Protection Plan, is not applicable for this boat dock proposal. Staff analysis finds this request complies with four of the five primary criteria and five of the six secondary criteria with the sixth criterion being not applicable. Staff is aware of opposition to this project which will be compiled and made part of Attachment E. CONCURRENT LAND USE APPLICATIONS: There are no known concurrent land use petitions. APPEAL OF BOAT DOCK EXTENSION TO BOARD OF COUNTY COMMISSIONERS: As to any boat dock extension petition upon which the Hearing Examiner takes action, an aggrieved petitioner may appeal such final action. Such appeal shall be filed per Section 2-88 of the Collier County Code of Ordinances within 30 days of the Decision by the Hearing Examiner. An aggrieved non-party may appeal a decision of the Hearing Examiner to the Circuit Court of Collier County within 30 days of the decision. In the event that the petition has been approved by the Hearing Examiner, the applicant shall be advised that he/she proceeds with construction at his/her own risk during this 30-day period. Any construction work completed ahead of the approval authorization shall be at their own risk. 3.B.a Packet Pg. 87 Attachment: Staff Report 09092022 (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) BDE-PL20220001299 – 260 Conners Ave Page 9 of 7 September 9, 2022 RECOMMENDATION: Based on the above findings, staff recommends that the Hearing Examiner approve Petition BDE-PL20220001299 in accordance with the “Proposed Dock” plan provided within Attachment A. Attachments: A. Proposed Dock Plans B. HEX NO. 2021-64, 260 Conners Ave C. HEX NO. 2020-17, 300 Oak Ave D. Public Hearing Sign Posting E. Applicant’s Backup, including Application F. Correspondence – Letters of Objection 3.B.a Packet Pg. 88 Attachment: Staff Report 09092022 (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) BDE-PL20220001299 – 260 Conners Ave Page 1 of 2 October 5, 2022 SUPPLEMENTAL STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: GROWTH MANAGEMENT DEPARTMENT ZONING DIVISION-ZONING SERVICES SECTION HEARING DATE: OCTOBER 13, 2022 SUBJECT: BDE-PL20220001299, 260 CONNERS AVENUE - MCKIBBEN DOCK The subject petition was initially advertised for a public hearing by the Hearing Examiner on September 22, 2022, as Agenda Item 3.B. Said item was presented in its entirety, complete with public comment and rebuttal by the applicant’s agent. Several optional dock designs were presented by the applicant’s agent to show how the proposed design was chosen. The Hearing Examiner subsequently requested the applicant provide the alternative design options to staff for further evaluation and compliance with the LDC. In addition to the previously discussed design options, the applicant provided several modified designs for consideration. As per the applicant’s agent, the property owner most prefers the dock designs presented as Options 1 and 2 and, because of public comment, now prefers said options over the design initially submitted for this project. ALTERNATIVE DESIGN OPTIONS: Option 1: This is the mirrored option discussed during the applicant’s presentation that moves the proposed boat slip/lift to the western property line and aligns the portion of the dock with the greatest protrusion with that of the adjoining property’s nonconforming dock and boathouse which is closer to the side/riparian line than is allowable by the current LDC requirements. This d esign also minimizes the view impact for the neighbor to the east and, as per the applicant’s agent, should not be considered a major impact as proposed. The amount of decking has also been minimized, will not impact navigation, and is consistent with the original design supported by staff. Staff has further observed that the applicant has chosen to increase the required 15-foot side setback to 20 feet to the west side rather than to the east as the adjoining dock facility to the west is only 4.3 feet from the side/riparian line. This design requires a 25-foot BDE to allow for a total protrusion of 45 feet which is consistent with the advertised project. Option 2: Reflects the original dock design proposed in the previously denied BDE petition, HEX No.: 2021-64, with the same overall protrusion of 31 feet as measured from the most restrictive point, the property line. Additionally, the overall dock design, proposed slip size, and associated square footage have been minimized in response to the denial comments. This design provides sufficient dock area parallel to the shoreline to allow the vessel to be temporarily moored to the waterward side at low tide which would avoid the vessel being in the side riparian area. This option also allows for recreation activities to occur out where the deepest water is on-site. This design requires an 11-foot BDE to allow for a total protrusion of 31 feet which is less than the advertised request. 3.B.b Packet Pg. 89 Attachment: SUPPLEMENTAL STAFF REPORT 10052022 (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) BDE-PL20220001299 – 260 Conners Ave Page 2 of 2 October 5, 2022 Option 3: Reflects Option 2 with the waterward side being fully reduced to 4 feet wide so as not to be considered excessive past the 20-foot protrusion mark. This design eliminates the option to temporarily moor a vessel out on the waterward side in the event of low tide; therefore, it may be necessary to temporarily moor the vessel inside the side/riparian setback area. This design also limits the deck area for recreational activities like fishing. Options 4 and 5: Said options are included as they were presented during the applicant’s presentation. The applicant requests these designs not be considered due to limited ingress/egress to the proposed dock facility. The adjacent lot to the west is existing and does not satisfy the required 15-foot side/riparian setback; therefore, backing distances are reduced which could cause potential issues. Option 4 requires an 11-foot BDE to allow for a total protrusion of 31 feet; Option 5 requires a 12-foot BDE to allow for a 32-foot protrusion. PRIMARY and SECONDARY CRITERIA: Primary and Secondary Criteria remain unchanged for all 5 design options. Each of the presented options is fully located within the applicant’s riparian area and complies with the required 15-foot side/riparian setback. ENVIRONMENTAL EVALUATION: Remains unchanged for all 5 options. No seagrasses were observed within 200 feet of the proposed dock facility and an ST permit is required prior to the issuance of a building permit. PUBLIC NOTICE: Pursuant to LDC Section 10.03.06.H this petition was advertised for a public hearing by the Hearing Examiner for the regularly scheduled meeting conducted on September 22, 2022. Both the Property Owner Notification Letter and the Newspaper ad were scheduled for mailing/publication on September 2, 2022, and a Public Hearing Sign was posted by staff on September 6, 2022. The subject petition was then continued to the next regularly scheduled meeting on October 13, 2022, at the request of the Hearing Examiner. As the second hearing is within 5 weeks of the initially advertised meeting no further advertising is required. Staff did however post a new public hearing sign at the subject location, displaying the second hearing date, on October 3, 2022. STAFF COMMENTS: With exception to protrusion, staff finds that each of the provided alternative design options comply with all other aspects of the LDC and therefore continues to recommend approval of a protrusion not to exceed 40 feet as measured from the property line. Attachments: Attachment F1 – Public Correspondence Received After Initial Distribution Attachment G – Sign Posting with Second Hearing Date Attachment H – Alternative Dock Plans, Options 1 - 5 3.B.b Packet Pg. 90 Attachment: SUPPLEMENTAL STAFF REPORT 10052022 (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) 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 26.267351<> LONGITUDE:W -81.821027SITE ADDRESS:<> 260 CONNERS AVENAPLES, FL 34108Turrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21081.00 mckibben-260 conners ave\CAD\PERMIT-COUNTY\21081-BDE.dwg LOCATION MAP 8/22/2022THESE 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. 5875JRRMJ08-22-2221081-2925260 CONNERS AVELOCATION MAP48-------------------01 OF 07COLLIER COUNTYCOLLIER COUNTYGULF OF MEXICOGULF OF MEXICO8588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTY3.B.cPacket Pg. 91Attachment: Attachment A - Proposed Dock Plans (23471 : PL20220001299 BDE 260 Conners Avenue NESW0153060SCALE 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:\21081.00 mckibben-260 conners ave\CAD\PERMIT-COUNTY\21081-BDE.dwg EXISTING CONDITIONS 8/22/2022THESE 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. 5875JRRMJ08-22-2221081-2925260 CONNERS AVEEXISTING CONDITIONS48-------------------02 OF 07·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 SURVEYING, INC."05-22-21-1.31'+0.30'80'481268'80'122'122'80'CONNERS AVERIPARIAN LINERIPARIANLINERIPARIANSETBACKLINEPROPERTYBOUNDARY15'15'SITE ADDRESS:,260 CONNERS AVENAPLESFL3410822'16'3.B.cPacket Pg. 92Attachment: Attachment A - Proposed Dock Plans (23471 : PL20220001299 BDE 260 Conners Avenue NESW051020SCALE IN FEETSITE ADDRESS:,260 CONNERS AVENAPLESFL34108Turrell, 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:\21081.00 mckibben-260 conners ave\CAD\PERMIT-COUNTY\21081-BDE.dwg PROPOSED DOCK 8/22/2022THESE 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. 5875JRRMJ08-22-2221081-2925260 CONNERS AVEPROPOSED DOCK48-------------------03 OF 07RIPARIANLINERIPARIANLINEEXISTINGSEAWALLPROPERTYBOUNDARYAA04·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:·TOTAL PROTRUSION FROM MHWL:"COURT GREGORY SURVEYING, INC."05-22-21-1.31'+0.30'80'481268'67867845'RIPARIANLINERIPARIANLINE15'15'PROPOSEDDOCKPROPOSED8-POST LIFTRIPARIANLINESETBACKRIPARIANLINESETBACK40'4'4'16'18'41'18'20'27' 45' 44'44'3.B.cPacket Pg. 93Attachment: Attachment A - Proposed Dock Plans (23471 : PL20220001299 BDE 260 Conners Avenue x -3.7 'X -2 .2 '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:\21081.00 mckibben-260 conners ave\CAD\PERMIT-COUNTY\21081-BDE.dwg CROSS SECTION AA 8/22/2022THESE 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. 5875JRRMJ08-22-2221081-2925260 CONNERS AVECROSS SECTION AA48-------------------04 OF 0745' TOTAL PROTRUSION FROM PROPERTY LINEN.T.E. 10'18' BOAT LIFT8-POSTEXISTINGSEAWALLPROPOSEDDOCKALL PILES TO BEWRAPPED FROM 12"ABOVE MHWL TO 6"BELOW SUBSTRATEMHW = +0.30' (NAVD 88)MLW = -1.31' (NAVD 88)PROPERTYLINE3.B.cPacket Pg. 94Attachment: Attachment A - Proposed Dock Plans (23471 : PL20220001299 BDE 260 Conners Avenue NESW0204080SCALE IN FEETSITE ADDRESS:,260 CONNERS AVENAPLESFL34108Turrell, 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:\21081.00 mckibben-260 conners ave\CAD\PERMIT-COUNTY\21081-BDE.dwg SUBMERGED RESOURCE SURVEY 8/22/2022THESE 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. 5875JRRMJ08-22-2221081-2925260 CONNERS AVESUBMERGED RESOURCE SURVEY48-------------------05 OF 07PROPERTYBOUNDARYTYPICAL DIVE TRANSECTNO SEAGRASSES WEREOBSERVED GROWINGWITHIN 200FT OF THEPROPOSED PROJECT200'200'TRANSECT LINE(10' APART)10'3.B.cPacket Pg. 95Attachment: Attachment A - Proposed Dock Plans (23471 : PL20220001299 BDE 260 Conners Avenue NOTE: THE DIMENSIONS SHOWNARE APPROXIMATE AND ARETAKEN FROM THE AERIAL IMAGE.NESW050100200SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21081.00 mckibben-260 conners ave\CAD\PERMIT-COUNTY\21081-BDE.dwg ADJACENT DOCKS 8/22/2022THESE 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. 5875JRRMJ05-25-2221081-2925260 CONNERS AVEADJACENT DOCKS48-------------------06 OF 07PROPERTYBOUNDARY23'24' 23' 23' 23' 24' 45' 23' 23' 23' 20' 19' 20'18'22'CONNERS AVE3.B.cPacket Pg. 96Attachment: Attachment A - Proposed Dock Plans (23471 : PL20220001299 BDE 260 Conners Avenue NOTE: THE DIMENSIONS SHOWNARE APPROXIMATE AND ARETAKEN FROM THE AERIAL IMAGE.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:\21081.00 mckibben-260 conners ave\CAD\PERMIT-COUNTY\21081-BDE.dwg WIDTH OF WATERWAY 8/22/2022THESE 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. 5875JRRMJ08-22-2221081-2925260 CONNERS AVEWIDTH OF WATERWAY48-------------------07 OF 07PROPERTYBOUNDARY638'CONNERS AVE268'3.B.cPacket Pg. 97Attachment: Attachment A - Proposed Dock Plans (23471 : PL20220001299 BDE 260 Conners Avenue Page 1 of 6 HEX NO. 2021-64 HEARING EXAMINER DECISION DATE OF HEARING. November 12, 2021 PETITION. PETITION NO. BDE - PL20210001835 260 Conners Ave McKibben Dock - Request for a 14-foot boat dock extension from the maximum permitted protrusion of 20 feet for waterways greater than 100 feet in width, to allow construction of a boat docking facility protruding a total of 34 feet into a waterway that is 268± feet wide, pursuant to LDC Section 5.03.06. The subject property is located at 260 Conners Avenue and is further described as Lot 14, Block R, Conner's Vanderbilt Beach Estates Unit No. 3, in Section 29, Township 48 South, Range 25 East, Collier County, Florida. GENERAL PURPOSE FOR THE PETITION. The petitioner requests to remove and replace the existing boat docking facility with a larger dock facility designed to accommodate a single 45-foot vessel. The new dock will protrude 34 feet from the property line, the most restrictive point, into a waterway that is 268± feet wide at this location; therefore, the proposed dock will occupy approximately 14 percent of the width of the waterway. STAFF RECOMMENDATION. Approval with conditions. FINDINGS. 1. The Hearing Examiner has jurisdiction over this Petitioner pursuant to Sec. 2-87(4) of the Collier County of Ordinances, Sec. 8.10.00 of the Land Development Code, and Chapter 9 of the County Administrative Code. 2. The public hearing for this Petition was properly noticed and conducted in accordance with all County and state requirements. 3. The public hearing was conducted electronically and in-person in accordance with Emergency/Executive Order 2020-04. 4. The Petitioner and/or Petitioner’s representative executed the Hybrid Virtual Quasi-Judicial Public Hearing Waiver related to conducting the public hearing electronically and in-person. 5. The County Staff presented the Petition followed by the Petitioner and/or Petitioner’s representative, public comment and then rebuttal by the Petitioner and/or Petitioner’s 3.B.d Packet Pg. 98 Attachment: Attachment B - HEX DECISION 2021-64 Petition No. BDE-PL20210001835 11-12-21 (23471 : PL20220001299 BDE 260 Conners Page 2 of 6 representative. There were several neighbors that made objections to the Petition at the public hearing, including neighboring property owners, and numerous letters objecting to the Petition were submitted prior to the public hearing. The petitioner owns the abutting residential home, including the existing dock facility, located at 246 Connors Avenue, directly west of the subject property. 6. The County’s Land Development Code Section 5.03.06.H. lists the criteria for dock facility extensions. The Hearing Examiner may approve, approve with conditions, or deny a boat dock extension request if it is determined that at least four (4) of the five (5) primary criteria, and at least four (4) of the six (6) secondary criteria have been met.1 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 unbridge d barrier island docks, additional slips may be appropriate.) The record evidence and testimony from the public hearing reflects that the criterion HAS BEEN MET. The subject property is located within an RSF-3 Zoning District and supports a single-family dwelling for which the LDC allows two boat slips. The proposed boat docking facility comprises a single boat slip designed to accommodate a 45-foot vessel. 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.) The record evidence and testimony from the public hearing reflects that the criterion HAS NOT BEEN MET. The applicant’s agent states: The reason for this BDE request is due to the applicant’s vessel size and the two adjacent existing docks. The applicant owned shoreline length is 80-feet and with 30-feet being within setbacks the only dock design option in order to accommodate the applicant’s vessels is to push the dock further out into the waterway. The two adjacent properties have existing docks which limited the proposed dock design due to lack of space to safe navigate the vessel between the docks for a more parallel mooring design. As proposed the dock provides safe access to the slip as well as maintains the required 15-foot setbacks and the overall dock protrusion has been fully minimized. Additionally, the proposed design will not interfere with the adjacent properties nor their access to their shoreline or subject docks/slips.” 1 The Hearing Examiner’s findings are italicized. 3.B.d Packet Pg. 99 Attachment: Attachment B - HEX DECISION 2021-64 Petition No. BDE-PL20210001835 11-12-21 (23471 : PL20220001299 BDE 260 Conners Page 3 of 6 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.) The record evidence and testimony from the public hearing reflects that the criterion HAS BEEN MET. There are no marked channels within this area of Vanderbilt Lagoon and the overall width of the waterway is approximately 268 feet across from the proposed facility. As proposed, navigation within the subject waterway will not be impacted. 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 mainta in the required percentages.) The record evidence and testimony from the public hearing reflects that the criterion HAS BEEN MET. The approximate waterway width is 268-feet wide. The proposed dock protrusion is 34 feet from the MHWL which is under 15 percent of the width of the waterway. 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.) The record evidence and testimony from the public hearing reflects that the criterion HAS NOT BEEN MET. The existing dock facility satisfies the required side yard/riparian line setbacks of 15-feet for dock facilities on lots of 60-feet or more in width. Neighboring properties have the same setback requirements, therefore, there should be 30-feet between dock facilities which is consistent for the area. The new dock will maintain these setbacks and should have no greater impact. However, the size and configuration of the proposed dock facility for a 45-foot vessel is excessive. The size of the vessel apparently drives the desire for mooring at an angle to the seawall rather than perpendicular or parallel. The proposed dock would protrude more than any other dock on this waterway, more than 10 feet past the neighboring docks. 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.) The record evidence and testimony from the public hearing reflects that the criterion HAS NOT BEEN MET. 3.B.d Packet Pg. 100 Attachment: Attachment B - HEX DECISION 2021-64 Petition No. BDE-PL20210001835 11-12-21 (23471 : PL20220001299 BDE 260 Conners Page 4 of 6 The applicant states: “The subject property special conditions that have been factored in the overall proposed dock layout are the existing width of waterway, applicant owned shoreline length and the adjacent docking facilities. As for the subject property’s shoreline length of 80-feet does not provide sufficient backing distances for a shore parallel mooring like the existing docking facility. The typical design criteria for backing distance are length and half of the vessel size utilizing the slip therefore we would need to provide 67.5 feet. With the two adjacent properties both having existing docking facilities the shore parallel design was not an option for this property. Based off that the only other option for this property is to protrude further than the allowed 20 feet due to the subject property being located on an open waterway. This allowed us to push the dock out further and still remain within 25% width of the waterway as well as not to interfere with other vessel’s navigation on the subject waterway.” The neighboring dock facilities must be considered when looking at the waterway as a whole and furthermore that the actual length of owned shoreline factors into the proposed boat dock facility design. The only reason for this petition is because the petitioner wants to moor their very large vessel at their residence rather than at a marina more appropriate for this large vessel. Owning a large vessel cannot be considered a “special condition.” 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 record evidence and testimony from the public hearing reflects that the criterion HAS NOT BEEN MET. The applicant states: “The proposed docking facility design provides reasonable and safe access to the boat as well as provides the additional square footage needed for routine maintenance on the boat, recreational activities on the dock like fishing, kayaking, or paddle boarding. As designed this dock is still consistent with other docking facilities within the Vanderbilt Lagoon waterway but can protrude further out into this section of waterway as the property is on one of the larger bays within the Lagoon.” The decking is excessive even for a 45-foot vessel. The size of the vessel and the mooring configuration appears to drive a large dock facility. Absent the mooring space, the dock facility dimensions would be 50 x 34. 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.) The record evidence and testimony from the public hearing reflects that the criterion HAS NOT BEEN MET. The subject property has 80 feet of water frontage and the proposed vessel to be docked at this location is 45 feet long. The vessels size exceeds the 50 percent limitation. 3.B.d Packet Pg. 101 Attachment: Attachment B - HEX DECISION 2021-64 Petition No. BDE-PL20210001835 11-12-21 (23471 : PL20220001299 BDE 260 Conners Page 5 of 6 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.) The record evidence and testimony from the public hearing reflects that the criterion HAS NOT BEEN MET. The petitioner owns the home directly to the west so logically no objection would be from that home. The home directly to the east will be impacted by the larger docking facility and 45-foot vessel. 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.) The record evidence and testimony from the public hearing reflects that the criterion HAS BEEN MET. There are no seagrass beds present on the property nor the neighboring properties within 200-feet of the existing dock structure. 6. Whether the proposed dock facility is subject to the manatee protection requirements of subsection 5.03.06(E)(11) of this Code. (If applicable, compliance with section 5.03.06(E)(11) must be demonstrated.) The record evidence and testimony from the public hearing reflects that the criterion is NOT APPLICABLE. The proposed project is for a single-family residential boat dock facility. Section 5.03.06.E.11, Manatee Protection Plan, is not applicable for this boat dock proposal. Based on a review of the record including the Petition, application, exhibits, the County’s staff report, and hearing comments and testimony from the Petitioner and/or the Petitioner’s representative(s), County staff and any given by the public, the Hearing Examiner finds that there is enough competent, substantial evidence as applied to the criteria set forth in Section 5.03.06.H of the Land Development Code to not approve the Petition. The Petition meets 3 out of 5 of the primary criteria and 2 out of 6 secondary criteria (one secondary is not applicable in this case). DECISION. The Hearing Examiner hereby DENIES Petition Number BDE-PL20210001835, filed by Jeff Rogers of Turrell, Hall & Associates representing Douglas G. and Christine E. McKibben, with respect to the property described as 260 Conners Avenue, further described as Lot 14, Block R, Conner’s Vanderbilt Beach Estates Unit No. 3, in Section 29, Township 48 South, Range 25 East. Collier County, Florida, for the following: • A 14-foot boat dock extension from the maximum permitted protrusion of 20 feet for waterways greater than 100 feet in width, to allow construction of a boat docking facility protruding a total of 34 feet into a waterway that is 268± feet wide. Said changes are fully described in the proposed Dock Plans and Map of Specific Purpose Survey attached as Exhibit "A" and are subject to the condition(s) set forth below. 3.B.d Packet Pg. 102 Attachment: Attachment B - HEX DECISION 2021-64 Petition No. BDE-PL20210001835 11-12-21 (23471 : PL20220001299 BDE 260 Conners Page 6 of 6 ATTACHMENTS. Exhibit A – Dock Plans and Map of Specific Purpose Survey LEGAL DESCRIPTION. 260 Conners Avenue, further described as Lot 14, Block R, Conner’s Vanderbilt Beach Estates Unit No. 3, in Section 29, Township 48 South, Range 25 East. Collier County, Florida CONDITIONS. Petition is denied. DISCLAIMER Pursuant to Section 125.022(5) F.S., issuance of a development permit by a county does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the county for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. APPEALS. This decision becomes effective on the date it is rendered. An appeal of this decision shall be done in accordance with applicable ordinances, codes and law. RECORD OF PROCEEDINGS AND EXHIBITS: SEE CLERK OF COURT, MINUTES AND RECORDS DEPARTMENT. DECISIONS OF THE HEARING EXAMINER FOR VARIANCES, CONDITIONAL USES, AND BOAT DOCK EXTENSIONS SHALL BE NOTED ON THE ZONING MAP FOR INFORMATIONAL PURPOSES. ________________________ ____________________________________ Date Andrew Dickman, Esq., AICP Hearing Examiner 3.B.d Packet Pg. 103 Attachment: Attachment B - HEX DECISION 2021-64 Petition No. BDE-PL20210001835 11-12-21 (23471 : PL20220001299 BDE 260 ConnersDecember 10, 2021 EXHIBIT “A” 3.B.d Packet Pg. 104 Attachment: Attachment B - HEX DECISION 2021-64 Petition No. BDE-PL20210001835 11-12-21 (23471 : PL20220001299 BDE 260 Conners 3.B.d Packet Pg. 105 Attachment: Attachment B - HEX DECISION 2021-64 Petition No. BDE-PL20210001835 11-12-21 (23471 :EXHIBIT "A" 3.B.d Packet Pg. 106 Attachment: Attachment B - HEX DECISION 2021-64 Petition No. BDE-PL20210001835 11-12-21 (23471 : 3.B.d Packet Pg. 107 Attachment: Attachment B - HEX DECISION 2021-64 Petition No. BDE-PL20210001835 11-12-21 (23471 : 3.B.d Packet Pg. 108 Attachment: Attachment B - HEX DECISION 2021-64 Petition No. BDE-PL20210001835 11-12-21 (23471 : 3.B.d Packet Pg. 109 Attachment: Attachment B - HEX DECISION 2021-64 Petition No. BDE-PL20210001835 11-12-21 (23471 : 3.B.d Packet Pg. 110 Attachment: Attachment B - HEX DECISION 2021-64 Petition No. BDE-PL20210001835 11-12-21 (23471 : 3.B.d Packet Pg. 111 Attachment: Attachment B - HEX DECISION 2021-64 Petition No. BDE-PL20210001835 11-12-21 (23471 : 3.B.d Packet Pg. 112 Attachment: Attachment B - HEX DECISION 2021-64 Petition No. BDE-PL20210001835 11-12-21 (23471 : HEX NO. 2020-17 HEARING EXAMINER DECISION DATE OF HEARING. September 24, 2020 PETITION. PETITION NO. BDE-PL20190002922 — Marc and Virginia Sarazin request a 24 foot boat dock extension over the maximum 20 foot limit allowed in Section 5.03.06 of the Collier County Land Development Code,for a total protrusion of 44 feet,to accommodate a docking facility with two boat slips including two boat lifts for one vessel and two jet skis, for the benefit of property described as Lot 13,Block 1,of Conner's Vanderbilt Beach Estates,Unit. No. 2, also described as 300 Oak Avenue, in Section 32, Township 48 South, Range 25 East, Collier County,Florida. STAFF RECOMMENDATION. Approval with conditions. FINDINGS. 1. The public hearing for this Petition was properly noticed and conducted in accordance with all County and state requirements. 2. The public hearing was conducted electronically and in-person in accordance with Emergency/Executive Order 2020-04. 3. The Petitioner and/or Petitioner's representative executed the Hybrid Virtual Quasi-Judicial Public Hearing Waiver related to conducting the public hearing electronically and in-person. 4. The Petitioner and/or Petitioner's representative presented the Petition, followed by County staff and then public comment. 5. The east neighbor abutting the property supports the application but the west neighbor abutting the property does not support the application. Others in the neighborhood object to the application and one supports the application. 6. The applicant's representative presented evidence that the applicant has or intends to purchase a vessel requiring the size boat lift requested. 7. The total deck area appears to be more than is necessary for the new vessel and jet skis, i.e., the decking on either side of both slips ranges between 5 to 8 feet, and the overly large deck area between the jet ski slip and sea wall is unnecessarily large. As a result,the total deck area is overly extensive for a dock area "primarily intended to adequately secure moored vessels Page 1 of 4 3.B.e Packet Pg. 113 Attachment: Attachment C - HEX Final Decision 2020-17 (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) and provide safe access for routine maintenance and use." LDC Sec. 5.03.06(A) - Dock Facilities. 8. LDC Sec. 5.03.06(H) requires that it must be determined that the boat dock extension "must meet] ... at least 4 of the 5 primary criteria, and at least 4 of the 6 secondary criteria...]." 9. County planning staff have determined that the application meets the minimum primary and secondary criteria. 10. The applicant's representative testified that it is not safe to moor the applicant's new boat parallel to the seawall,thus the need for the dock extension. 11. Secondary criteria (b) states "[w]hether the proposed dock facility would allow reasonable, safe access to the vessel for loading and/or 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). 12. Secondary criteria (f) allows "[i]f deemed necessary based upon review of the above criteria, the [Hearing Examiner] may impose such conditions upon the approval of an extension request that it deems necessary to accomplish the purposes of this Code and to protect the safety and welfare of the public." ANALYSIS. Based on a review of the record including the Petition, application, exhibits, the County's staff report, and hearing comments and testimony from the Petitioner and/or the Petitioner's representative(s), County staff and any given by the public,the Hearing Examiner finds that there is sufficient competent, substantial evidence as applied to the criteria set forth in Section 5.03.06 Dock Facilities") of the Land Development Code to approve Petition. DECISION. The Hearing Examiner hereby APPROVES Petition Number BDE-PL20190002922, filed by Jeff Rogers of Turrell,Hall and Associates, Inc. representing Marc Daniel and Virginia Marie Sarazin, with respect to the property described as 300 Oak Avenue, Lot 13, Block 1 of the Conner's Vanderbilt Beach Estates, Unit No. 2, in Section 32, Township 48 South, Range 23 East, Collier County, Florida for the following: A 24-foot boat dock extension, over the maximum permitted protrusion of 20 feet allowed by Section 5.03.06 of the Land Development Code for waterways greater than 100 feet in width, for a total protrusion of 44 feet to accommodate a docking facility with two boat slips including two boat lifts for one vessel and two jet skis for the benefit of the subject property. Said changes are fully described in the Proposed Site Plan attached as Exhibit "A" and are subject to the condition(s) set forth below. Page 2 of 4 3.B.e Packet Pg. 114 Attachment: Attachment C - HEX Final Decision 2020-17 (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) ATTACHMENTS. Exhibit A—Proposed Site Plan LEGAL DESCRIPTION. 300 Oak Avenue, Lot 13, Block 1 of the Conner's Vanderbilt Beach Estates, Unit No.2, in Section 32, Township 48 South, Range 23 East, Collier County, Florida. CONDITIONS. 1. All other applicable state or federal permits must be obtained before commencement of the development. 2. Due to the excessive deck area,the deck width shall be no wider than 5 feet on sides accessing the two boat lifts. In other words, center access shall be reduced from 8 feet to 5 feet, and east access shall be reduced from 6 feet to 5 feet. 3. Due to excessive deck area, the entire deck area between the sea wall and the two jet skis lift shall be reduced from 11 feet to 5 feet. The west boat lift access (for the jet skis) shall be reduced from 31 feet to 25 feet in length. DISCLAIMER. Pursuant to Section 125.022(5)F.S., issuance of a development permit by a county does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the county for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. APPEAL OF BOAT DOCK EXTENSION TO BOARD_OF COUNTY COMMISSIONERS. As to any boat dock extension petition upon which the Hearing Examiner takes action, an aggrieved petitioner, or adversely affected property owner, may appeal such final action to the Board of County Commissioners. Such appeal shall be filed with the Growth Management Department Administrator within 30 days of the Decision by the Hearing Examiner. In the event that the petition has been approved by the Hearing Examiner, the applicant shall be advised that he/she proceeds with construction at his/her own risk during this 30-day period. Any construction work completed ahead of the approval shall be at their own risk. Page 3 of 4 3.B.e Packet Pg. 115 Attachment: Attachment C - HEX Final Decision 2020-17 (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) RECORD OF PROCEEDINGS AND EXHIBITS: SEE CLERK OF COURT, MINUTES AND RECORDS DEPARTMENT. DECISIONS OF THE HEARING EXAMINER FOR VARIANCES, CONDITIONAL USES, AND BOAT DOCK EXTENSIONS SHALL BE NOTED ON THE ZONING MAP FOR INFORMATIONAL PURPOSES. i9e. .,,,',1c_.------- October 23, 2020 Date Andrew Dickman, Esq., AICP Hearing Examiner Page 4 of 4 3.B.e Packet Pg. 116 Attachment: Attachment C - HEX Final Decision 2020-17 (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) 1 i 1 WNNt... WGO0ZJJ3- QCZ coWzoN n wmw o a W 1,7) vO a o N Wrn U oo a Y 0 0 ,,U. 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I I I I ( I I I 1 ' I 1 I I 1 ' I I I I I W N pII P I 1): • co 1111 I I I I I ( I II I I ( I I '`, r. k Fewa•MN iN IQ MUcn Q o z am ter W iir • Oil 1 i w 0:\19133.00 sarazin seawall-300 oak avenue\CAD\PERMIT-COUNTY119133-BDE.dwa SUBMERGED 8/25/20203.B.ePacket Pg. 121Attachment: Attachment C - HEX Final Decision 2020-17 (23471 : PL20220001299 BDE 260 Conners rigor*.woi • 1s'111k ;s .j trii r- f Dv'i .- c.,z. x 11111138' j 111111 Z g, : 0 ll4' ` 36 Wn r w l 35' 014/111, 38' 0 a x;c 4 i 0 '. z f Z peo.• eri.I4,i..2s'N l' 'k, 44' i i ,:,.,J1 4.; II lit rmimmi 0 i 0 Gz.^1. dm g a 1 4' 6 ` p ,d,c iii .. I' I 21 L.T.ccs u r i 24 i. 00 1 Y till; A\ yCy 4 G4=a u:\19133.00 sarazin seawall-300 oak avenue\CAD\PERMIT-COUNTY\19133-BDE.dwn ADJACENT 8/25/20203.B.ePacket Pg. 122Attachment: Attachment C - HEX Final Decision 2020-17 (23471 : PL20220001299 BDE 260 Conners re -I T_ 1 4 } +_ l *1 Li)2 1 h_,I, R r t •i y,1., W1- lif rq-i.A-. tt41 • ' 'P.,1_.::rat. 7A4ilt._ up 4. .46r1'4 ilth 1 ilAytir:jouri. • •-• 1.----1 ' Me ;.. 7 !011ild.1 1111I4. 4t 44e--* 0s®®s® ° 0. 4-- nilli ow 17 mow l P 0 . teA . r 0 ': LJJ vy+ f'-;. ! p a T 7 Zba 11tiIIINp r t.rr I LL Pm. . / in 4j * !i P f .q-- (I) 4 Y 40 0.q "A. t CI-) 00 , a C7:1 C.) en lO4 O = w uec E d a 4— r M O b 4cir . .7 r rWIL' t • r * /` W 0:\19133.00 sarazin seawall-300 oak avenue\CAD\PERMIT-COUNTY\19133-BDE.dwo WOW 8/25/20203.B.ePacket Pg. 123Attachment: Attachment C - HEX Final Decision 2020-17 (23471 : PL20220001299 BDE 260 Conners SIIIIIIvr SKETCH OF BOUNDARY SURVEY SURVEY 71 Property Address: C 4l,dTa ReodZone lARlnnsBon: XO OIakA num Afae(MMYend NPS'ea Mails 3 adr Community Renew:lT0087 Naples,FL 34102 newt 018E Suffix H E71irJMa Dale:06'1&IO12 Rood Zone: AE BFE:11.0'NAV.D.188EA00CetilidT o: M611i1YWYR9.YQY TN08LRYEY.MER LseND•so68on M Furnished a•u OF SYRII7 AWN sr BENCHMARK Lot13, L Connor*"y tndBeathNOW&UNE810Z80c01d"b m P'".°" ,°& •0480 001'20!8 WI LAND SERVICES, INC. InPltBoot3,PeBs(L)17,d8aAbicRecods&CrakeComy,Fixate. 0A7D MAW Y ot,ne/xte es 1807J.8 C.Oc1lArreld TN 2908e1-077D mom newncrHr a54,3O/I Naple•F7oLfda 9110E Fax 2311081-1181 LB.e7502 ormKbEdnrMandlrnkw.com L-1=N 88'2440"E 75'P.&75.00'M.BEARINGS SHOWN HEREON ARE S 88 04'f0'W 75'P.&75 00'M. BASED UPONA PLATTED BEARING OF L-2 5887440'W FOR THE,SOUTH L-3=N 01 35'20'W 30.00'P.&M. OF OAK AVE L-4=S882440'W 155.1TP. S 88 25.17'W 155.28'M. YARD MINIMUMS: FRONT=30' SIDE=7.5' REAR=25'FROM FACE OF SEWALL ACCESSORY=10'FROM FACE OF SEAWALL RED DASHED UNES) OAK AVENUE L IMPROVED)B0'WIDE ROAD SET PK N.40.LB7802 ELEV=2.75' 7 SETPK A TBMN2—___._ FWD.PK N.80.L137802 ® NALL NO LD. FLEV=3.16' C.?, o CUL-DE-SACRADIUSPOINTTWO! 1 375.00'P.&375.2TIIL Bit FAQ se- L-1 86T sovrh PND.Sf' LR.NOLR CFO LRLBi502a NORTHEAST or LR.NOLD. Q'I Q 9s 0t>rVG OWE ® CORNER OF LOT 13 LOT9 CP.:* BLOCK IIIIIIIIII' • • ' e, art . 3 G'lj e 2 STORY BLDG. s 1 `$ yL i BLOCK! ••• • 1' r.t BLOCK! c I I. n ear 01U co 91. MT MC—."- A 10 FENCE En0EMEIL-7, 1 I aceW. roOI. '' ' SET PK T ', dd-7 Fir ,ors PM HAD.LB7502 R&D.L87802 tt"i>t a IN SEAWALL - I' /V SEAWALL 1LGT .,--wvo0.-.. i3` : ice` oa1cFar N r r sue. O N WATERWAY(P.) SINNL0NIC11AOVR000 011aM10 IN11ILNTICNeNMEa11YnElOC MIAYII11O1a0IMMc,c 0c,0T POSITS OF INTEREST: 1Inch=30'IL r a.4En• mrwn000N0/n.ww=sloTewvwmn.Aa 1.REAR POOL TIES ARE 70 ThE'FACE OF asnEmmapmINON1arrruaONCNNUnewrACONIN IOINNI AJONaNrEiNONN=N FINNICNNINs SEAWALL GRAPHIC SCALE IMOMTrM/MIIOI CrIO01 q•OITOOV 011Y MIIMO11/I•MaaMTIOMEI M.TYRE VD MIM1111 Mn1NMO NOVIDOILIVIV 0 15 30 NIIIINI10 EuseommorarnCTOreaso IY1/1r WDEOE?M000401ll OaEIYININI•LY OANI O1fOYiOMYOTNIOMITR OLY11•ICCO 000001 010111 l IMM1lTIMI000/N INNIONaO INVINAZn atV..PGIEIEYINNTINI/EIIOEEMO1fSOEININV' MEYI/OTmENi1M CNEEA.tI A/YOIM.01M'I NINNOMINAINNTIO I1•IITMOMI•IT. NNINNINISA°'Irlw NIFI"DIONiNu01mn MOFIAo° A E00NNIONONATlwlaa hereby ow*that A Survey of She nelson described property we l lwnaeliTml•1001 YnEIEIS A00000IN wINN01.wnsEaan nelpy enH/ dire d mete the PAnen In To r* I SdnOa f. l NIY00010011MYY1•a R000000NOIN0OOOINSIDNN11OE 01Ae 1U000TLIEN T M•E1 NI.OTOTEfIIN 07 direction nwrYmM000MNI rarwea rwnaa•murrAans0•INOPMl ONNANI EnNmsua IS per Chapter 5J-17.0518.0 2 FAC.,pursuant to se:Non 472027• TEA 011OavTOO MIINTIINIONIOIOTI••YOIIYTTWMOIMOANNORI11,1rYI111OY10111I1OVI1MnaICOMIT Fb41e 8e*t T./V/MNipMYITY OFMINIVEClOO100VIEON1 TO MYRO0AAE110111MIAM MLImNamEIINIPVIVIM Y M I RaI , IEEIEINVAE.IONOIN.A N11 Le 0,211 /i0a SARNO ANTINNICINNAmAliosaER IL uonnvw• 0' ran PrOb.Mal•13aa0)u•aIdMDp0er PSM No.6348 Stead Ronde NOV GNU M M. Y 11.1101E I.T. IONIOITNIONICY OI/L m...,..IM 1T. YNOIviMYYV IrEO.OIIO 01NIIEMYIVT RO!rowan)YMY11lT IaIM ON ONANN0 " IIDAaE.O M1Y'T INO IPIIDtEar01AT11M Nlnrla' p eYNYWTOM AIM1rMLL11M 10YAaII•aIIT1II11arivMYarTIAL/wI.a1TIlswl=I,oNIeR "R Llor O RrmNN0000 - ANN BO.MIILISRC•IY 14110 CNN M III MNIOTIN. IIYT MYY'f OO'Yln IMIITr • LA as ININNONL TQs IOIYIvi # WINN! YF. B01•NOW nu:01wurenrumeI•I.MIYTT. FF. IvIONCOT O IOVI INN, MC (0 sY 6000101111 01AY01aMNSA•OVI CROOMOO• ® ' aC f OVONY SA •ONONN A.....IGNl01 Aar.RYawencoe TL TM mormaums W ONOO•IOLema COWM11I AeNOIARVOIa• '1 YOIEAYIIOYMI ACM N.1/Ilr MVNCD nNel ILININN IAA TOPOPIIE NINON' 3.B.e Packet Pg. 124 Attachment: Attachment C - HEX Final Decision 2020-17 (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) 3.B.fPacket Pg. 125Attachment: Attachment D - Sign Posted 09062022 (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) 3.B.fPacket Pg. 126Attachment: Attachment D - Sign Posted 09062022 (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) 3.B.g Packet Pg. 127 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue 3.B.g Packet Pg. 128 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue 3.B.g Packet Pg. 129 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue 3.B.g Packet Pg. 130 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue 3.B.g Packet Pg. 131 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue 3.B.g Packet Pg. 132 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliergov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX (239) 252-5724 ADDRESSING CHECKLIST Please complete the following and email to GMD_Addressing@colliergov.net or fax to the Operations Division at 239-252-5724 or submit in person to the Addressing Section at the above address. Form must be signed by Addressing personnel prior to pre-application meeting, please allow 3 days for processing. Not all items will apply to every project. Items in bold type are required. FOLIO NUMBERS MUST BE PROVIDED. Forms older than 6 months will require additional review and approval by the Addressing Section. PETITION TYPE (Indicate type below, complete a separate Addressing Checklist for each Petition type) BL (Blasting Permit) BD (Boat Dock Extension) Carnival/Circus Permit CU (Conditional Use) EXP (Excavation Permit) FP (Final Plat LLA (Lot Line Adjustment) PNC (Project Name Change) PPL (Plans & Plat Review) PSP (Preliminary Subdivision Plat) PUD Rezone RZ (Standard Rezone) SDP (Site Development Plan) SDPA (SDP Amendment) SDPI (Insubstantial Change to SDP) SIP (Site Im provement Plan) SIPI (Insubstantial Change to SIP) SNR (Street Name Change) SNC (Street Name Change – Unplatted) TDR (Transfer of Development Rights) VA (Variance) VRP (Vegetation Removal Permit) VRSFP (Vegetation Removal & Site Fill Permit) OTHER LEGAL DESCRIPT ION of subject property or properties (copy of lengthy description may be attached) FOLIO (Property ID) NUMBER(s) of above (attach to, or associate with, legal description if more than one) STREET ADDRESS or ADDRESSES (as applicable, if already assigned) PROPOSED STREET NAMES (if applicable) SITE DEVELOPMENT PLAN NUMBER (for existing projects/sites only) LOCATION MAP must be attached showing exact location of project/site in relation to nearest public road right- of-way PROPOSED PROJECT NAME (if applicable) SDP - or AR or PL # SURVEY (copy - needed only for unplatted properties) CURRENT PROJECT NAME (if applicable) Rev. 6/9/2017 Page 1 of 2 T48, R25, S29 3.B.g Packet Pg. 133 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenuen CONNER'S VANDERBILT BCH EST UNIT 3 BLK R LOT 14 27630560003 260 Conners Ave, Naples, FL 34108 COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliergov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX (239) 252-5724 Please Return Approved Checklist By: Email Personally picked up Applicant Name: Signature on Addressing Checklist does not constitute Project and/or Street Name approval and is subject to further review by the Operations Division. FOR STAFF USE ONLY Folio Number Folio Number Folio Number Folio Number Folio Number Folio Number Approved by: Date: Updated by: Date: IF OLDER THAN 6 MONTHS, FORM MUST BE UPDATED OR NEW FORM SUBMITTED Fax Email/Fax:Phone: Project or development names proposed for, or already appearing in, condominium documents (if application; indicate whether proposed or existing) Rev. 6/9/2017 Page 2 of 2 27630560003 2/17/2022 3.B.g Packet Pg. 134 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenuen Douglas and Christine McKibben/Agent- Jeff Rogers 239-643-0166 jeff@thanaples.com 3.B.g Packet Pg. 135 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue 3.B.g Packet Pg. 136 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue 3.B.g Packet Pg. 137 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue 3.B.g Packet Pg. 138 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue 3.B.g Packet Pg. 139 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue Narrative Description: The proposed Boat Dock Extension request is to construct a new single- family docking facility with one boatlift located at 260 Conners Ave in Vanderbilt Beach Estates. The subject waterway is considered Vanderbilt Lagoon with direct access to the Gulf of Mexico through Wiggin Pass. The subject property has an existing dock which accommodates the applicant’s current vessel approximately 32-feet LOA Grady White. The subject shoreline consists of a concrete seawall with the platted property line being located just on the landward side of the seawall cap which is the most restrictive point. The applicant was proposing to purchase a 45-foot LOA vessel which will not work in the existing docks configuration and due to the recent BDE denial, he has now changed his order to purchase the 40-foot LOA vessel. The proposed dock’s overall design has been revised based on the HEX denial comments as well as voiced public concerns and to be consistent with a previously approved BDE located at 300 Oak Ave which is also within the Vanderbilt Lagoon waterway. The design consists of a dock that is perpendicular to the shoreline extending out 45-feet from the platted property line in order to accommodate a 40-foot LOA vessel, which is 3-feet smaller than the previously ordered vessel. The BDE request is for a 25-foot extension from the allowed 20-feet into a waterway that is approximately 268-feet wide which is about 17% width of the subject waterway. The subject waterway is an unmarked waterway and completely open for navigation therefore there will not be any impacts to navigation within the area. Additionally, the dock will be within the required side yard setbacks of 15*feet and with the newly proposed design will not interfere nor require the vessel to cross over the shared riparian lines when ingress/egressing the proposed boatlift. Also, with the new design the overall proposed decking square footage is less than previously proposed by 244 square feet. The proposed decking will provide safe access to the vessel, area for routine maintenance, recreational activities like fishing, and storage of kayaks/paddleboards on the 18’X20’ deck area along the western side of the dock. This decking area is within the allowed 20-foot protrusion and therefore should not be considered excessive especially since the two finger piers are only 4-foot wide which is just wide enough for access. Finally, there are other single-family docks within the subject waterway that allow the mooring of “large” vessels as the previous proposed vessel was considered one of which is directly across the waterway being a 41-foot LOA vessel and a 38-foot LOA vessel located at 300 Oak Ave. These larger sized vessels are common these days and with outboards they can raise and lower their motors in order to transverse at lower tides through areas like Water Turkey Bay which use tide restrictive prior to being recently maintenance dredged. There are no impacts to any submerged resources by the proposed project. 3.B.g Packet Pg. 140 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue 3.B.g Packet Pg. 141 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue 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 slips per the CC-LDC. The proposed docking facility consists of installing one boatlift which will accommodate a 40-foot LOA vessel. The proposed dock will extend out 45-feet from the platted property line which is 25-feet of protrusion past from the allowed 20-feet. Additionally, the proposed dock will provide 15-foot setbacks from both riparian lines and therefore will not interfere with the adjacent properties as the vessel ingress/egress the proposed boatlift. 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 reason for this BDE request is due to the applicant’s vessel size and the two adjacent existing docks. The applicant owned shoreline length is 80-feet and with 30-feet being within setbacks the best design option in order to accommodate the applicant’s vessel and avoid ingress/egressing over the riparian lines is to push the dock further out into the waterway. The two adjacent properties have existing docks which limited the proposed dock design due to lack of space to safely navigate the vessel between the docks for a more parallel mooring design. A design like that for this subject property was already presented to the HEX and was denied therefore a new dock design is now being proposed. As proposed the dock provides safe access to the slip as well as maintains the required 15-foot setbacks avoids having to navigate over shared riparian lines but does extend out past the allowed 20-feet. Additionally, the proposed design will not interfere with the adjacent properties nor their access to their shoreline or subject docks/slips. 3.B.g Packet Pg. 142 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue Criterion Not Met 3. Whether or not the proposed dock facility may have an adverse impact on navigation within an adjacent marked or charted navigable channel. (The facility should not intrude into any marked or charted navigable channel thus impeding vessel traffic in the channel.) The proposed docking facility design does have the dock extending out further into the subject waterway than any of the other adjacent docks. However, the subject waterway width does allow for the dock to extend out as proposed and still be within the allowed 25% width of waterway. The newly proposed design is consistent with at least one other recently approved BDE located at 300 Oak Ave which just like that now existing docking facility does not impact navigation as the subject waterway is not a marked channel. 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 268-feet wide. The proposed dock protrusion is 45-feet which is under 17% width of the waterway. Criterion Met 5. Whether or not the proposed location and design of the dock facility is such that the facility would not interfere with the use of neighboring docks. (The facility should not interfere with the use of legally permitted neighboring docks.) The proposed docking facility is within the Vanderbilt Lagoon waterway which services is a very large boating community. Both neighboring properties have docking facilities which will not be impacted with this proposed dock design now being perpendicular to the shoreline which does not require the vessel to cross over the shared riparian line. As proposed the subject dock will be within the allowed buildable area by providing the required side yard setbacks and therefore the views into the subject waterway by the adjacent property owners will not be impacted nor their access to their docks. The proposed dock design does push the dock’s overall protrusion out past most of the other docks on the subject waterway but is within the allowed buildable area and the subject waterway accommodates the overall dock protrusion. Criterion Met 3.B.g Packet Pg. 143 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue 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 special conditions that have factored in the overall proposed dock layout are the existing width of waterway, adjacent docking facilities, and applicant owned shoreline length. As for the subject property’s shoreline length of 80-feet and the required side yard setbacks of 15-feet there is not sufficient backing distances for the vessel with a shore parallel mooring like the existing docking facility. The typically design criteria for backing distance is length and half of the vessel size utilizing the slip therefore we would need to provide 63-feet. With the two adjacent properties both having existing docking facilities the shore parallel design was not an option for this property. The property to the west is owned by the applicant but is a grandfathered structure which they would rather not remove and even if they did the setback of 15-feet for both the subject dock and adjacent dock would still not provide sufficient backing distances. That option was considered when determine the newly proposed dock design. Based off that the only other option for this property is to protrude further than the allowed 20-feet due to the subject property being located on an open waterway which can accommodate a dock extending out 67-feet from the MHWL as that is the 25% line. As proposed today the dock still does not extend out to the allowed 25% line nor is it necessary to as you can see per the proposed dock layout the new design extends out 45- feet from the property line (most restrictive) and approximately 43-feet from the MHWL. The entire waterway is open to navigation and therefore the proposed extension request will not interfere with the everyday normal navigation boaters currently experience on the subject waterway. Criterion Met 2. Whether the proposed dock facility would allow reasonable, safe, access to the vessel for loading/unloading and routine maintenance, without the use of excessive deck area not directly related to these functions. (The facility should not use excessive deck area.) The proposed docking facility has been minimized and still provide deck area for routine maintenance, safe access as well as recreational activities like fishing plus storage of kayaks and/or paddleboards. The total over-water square footage is 678 square feet. There are two 4-foot side finger docks on either side of the proposed boatlift with a deck area that is within the 20-foot protrusion limit that offers recreational access to the waterway as well as provide additional area for storage on the dock that should not be considered excessive as it is within the allowed 20-foot protrusion measurement. 3.B.g Packet Pg. 144 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue As designed this dock is still consistent with at least one other existing docking facility within the Vanderbilt Lagoon waterway that has been approved for a BDE which is located at 300 Oak Ave. 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 proposed vessels size to be kept on-site is 40-feet long. Based on the vessels length the applicant will not exceed the allowed 50% of the subject property’s linear shoreline. 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.) There is an existing dock and boatlift already onsite therefore, no new impacts to the neighboring property views of the waterway will result from the proposed project. Additionally, your view by riparian rights is within the property’s riparian area extending out to the middle of the subject waterway. 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.) There are no seagrass beds present on the property nor the neighboring properties within 200’ of the existing dock structure. Criterion Met 6. Whether or not the proposed dock facility is subject to the manatee protection requirements of LDC subsection 5.03.06 E.11. (If applicable, compliance with subsection 5.03.06.E.11 must be demonstrated.) The proposed work is a single-family dock facility and therefore not subject to Manatee Protection Requirements. N/A 3.B.g Packet Pg. 145 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue 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 26.267351<> LONGITUDE:W -81.821027SITE ADDRESS:<> 260 CONNERS AVENAPLES, FL 34108Turrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21081.00 mckibben-260 conners ave\CAD\PERMIT-COUNTY\21081-BDE.dwg LOCATION MAP 8/22/2022THESE 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. 5875JRRMJ08-22-2221081-2925260 CONNERS AVELOCATION MAP48-------------------01 OF 07COLLIER COUNTYCOLLIER COUNTYGULF OF MEXICOGULF OF MEXICO8588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTY3.B.gPacket Pg. 146Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : NESW0153060SCALE 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:\21081.00 mckibben-260 conners ave\CAD\PERMIT-COUNTY\21081-BDE.dwg EXISTING CONDITIONS 8/22/2022THESE 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. 5875JRRMJ08-22-2221081-2925260 CONNERS AVEEXISTING CONDITIONS48-------------------02 OF 07·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 SURVEYING, INC."05-22-21-1.31'+0.30'80'481268'80'122'122'80'CONNERS AVERIPARIAN LINERIPARIANLINERIPARIANSETBACKLINEPROPERTYBOUNDARY15'15'SITE ADDRESS:,260 CONNERS AVENAPLESFL3410822'16'3.B.gPacket Pg. 147Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : NESW051020SCALE IN FEETSITE ADDRESS:,260 CONNERS AVENAPLESFL34108Turrell, 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:\21081.00 mckibben-260 conners ave\CAD\PERMIT-COUNTY\21081-BDE.dwg PROPOSED DOCK 8/22/2022THESE 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. 5875JRRMJ08-22-2221081-2925260 CONNERS AVEPROPOSED DOCK48-------------------03 OF 07RIPARIANLINERIPARIANLINEEXISTINGSEAWALLPROPERTYBOUNDARYAA04·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:·TOTAL PROTRUSION FROM MHWL:"COURT GREGORY SURVEYING, INC."05-22-21-1.31'+0.30'80'481268'67867845'RIPARIANLINERIPARIANLINE15'15'PROPOSEDDOCKPROPOSED8-POST LIFTRIPARIANLINESETBACKRIPARIANLINESETBACK40'4'4'16'18'41'18'20'27' 45' 44'44'3.B.gPacket Pg. 148Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : x -3.7 'X -2 .2 '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:\21081.00 mckibben-260 conners ave\CAD\PERMIT-COUNTY\21081-BDE.dwg CROSS SECTION AA 8/22/2022THESE 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. 5875JRRMJ08-22-2221081-2925260 CONNERS AVECROSS SECTION AA48-------------------04 OF 0745' TOTAL PROTRUSION FROM PROPERTY LINEN.T.E. 10'18' BOAT LIFT8-POSTEXISTINGSEAWALLPROPOSEDDOCKALL PILES TO BEWRAPPED FROM 12"ABOVE MHWL TO 6"BELOW SUBSTRATEMHW = +0.30' (NAVD 88)MLW = -1.31' (NAVD 88)PROPERTYLINE3.B.gPacket Pg. 149Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : NESW0204080SCALE IN FEETSITE ADDRESS:,260 CONNERS AVENAPLESFL34108Turrell, 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:\21081.00 mckibben-260 conners ave\CAD\PERMIT-COUNTY\21081-BDE.dwg SUBMERGED RESOURCE SURVEY 8/22/2022THESE 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. 5875JRRMJ08-22-2221081-2925260 CONNERS AVESUBMERGED RESOURCE SURVEY48-------------------05 OF 07PROPERTYBOUNDARYTYPICAL DIVE TRANSECTNO SEAGRASSES WEREOBSERVED GROWINGWITHIN 200FT OF THEPROPOSED PROJECT200'200'TRANSECT LINE(10' APART)10'3.B.gPacket Pg. 150Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : NOTE: THE DIMENSIONS SHOWNARE APPROXIMATE AND ARETAKEN FROM THE AERIAL IMAGE.NESW050100200SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:p:\21081.00 mckibben-260 conners ave\CAD\PERMIT-COUNTY\21081-BDE.dwg ADJACENT DOCKS 8/22/2022THESE 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. 5875JRRMJ05-25-2221081-2925260 CONNERS AVEADJACENT DOCKS48-------------------06 OF 07PROPERTYBOUNDARY23'24' 23' 23' 23' 24' 45' 23' 23' 23' 20' 19' 20'18'22'CONNERS AVE3.B.gPacket Pg. 151Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : NOTE: THE DIMENSIONS SHOWNARE APPROXIMATE AND ARETAKEN FROM THE AERIAL IMAGE.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:\21081.00 mckibben-260 conners ave\CAD\PERMIT-COUNTY\21081-BDE.dwg WIDTH OF WATERWAY 8/22/2022THESE 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. 5875JRRMJ08-22-2221081-2925260 CONNERS AVEWIDTH OF WATERWAY48-------------------07 OF 07PROPERTYBOUNDARY638'CONNERS AVE268'3.B.gPacket Pg. 152Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : 06/11/20213.B.gPacket Pg. 153Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) MCKIBBEN DOCK 260 CONNERS AVE NAPLES, FL 34108 SUBMERGED RESOURCE SURVEY AUGUST 2, 2021 PREPARED BY: TURRELL, HALL & ASSOCIATES, INC 3584 EXCHANGE AVENUE, STE B NAPLES, FL 34104 3.B.g Packet Pg. 154 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue McKibben Dock Submerged Resource Survey August 2021 2 1.0 INTRODUCTION The McKibben dock and associated residence is located at 260 Conners Ave and can be further identified by parcel #27630560003. The property is bound to the east and west by single family residences, to the north by Conners Ave, and to the south by Vanderbilt Lagoon. The property is located at Section 29, Township 48S, and Range 25E. The landward portion of the property currently contains a single-family residence with an existing docking facility for one boat. Turrell, Hall & Associates was contracted to provide environmental permitting services pertaining to the proposed docking facility, which requires the completion of a Submerged Resource Survey (SRS). This report will provide planning and assistance to both the owner(s) and government agencies reviewing the proposed project. The SRS survey was conducted on August 2, 2021. Sea surface conditions consisted of clear skies, light winds out of the southeast, and an air temperature of 88° F at the time of the survey. The tide was a high tide upon arrival to the site, high tide at the project site occurred at 8:54 A.M. (2.1 ft.) and low tide had occurred following our arrival onsite at 4:24 P.M. (0.4 ft.). The water temperature was 86° F. 2.0 OBJECTIVE The objective of the submerged resource survey was to identify and locate any existing submerged resources within 200’ of the proposed project. The survey provided onsite environmental information to help determine if the proposed project would impact any existing submerged resources and if so would assist in reconfiguring the proposed dock in order to minimize any impacts. The general scope of work performed at the site is summarized below. • Turrell, Hall & Associates personnel conducted a site visit to verify the location of any submerged resources within 200-feet. • Turrell, Hall & Associates personnel identified submerged resources at the site (or the lack there of), estimated the percent coverage, and delineated the approximate limits of any submerged resources observed. • Turrell, Hall & Associates personnel delineated limits via a handheld GPS (Garmin Model 76csx). 3.B.g Packet Pg. 155 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue McKibben Dock Submerged Resource Survey August 2021 3 3.0 METHODOLOGY Turrell, Hall & Associates biologists intentionally designed the methodology of the Submerged Resource Survey to cover the entire property shoreline for the proposed dock and boat-lift installation. The components for this survey included: ● Review of aerial photography of survey area ● Establish survey transects lines overlaid onto aerials ● Physically swim transects, GPS locate limits of submerged resources, and determine approximate percent of coverage ● Document and photograph all findings The survey area was evaluated systematically by following the established transects, spaced approximately 10-feet apart as shown on the attached exhibit. The existing surrounding docks on the canal provided reference points for easily identifiable land markers such as dock pilings which assisted in maintaining position within each transect. 4.0 RESULTS The substrate found within the surveyed area consists of 1 distinct classification: silt muck with minimal shell debris, which was observed throughout the entire surveyed area. The shoreline consists of a concrete seawall with an existing docking facility. The existing dock and surrounding docking facilities all support a variety of fish as well as sessile and motile invertebrates such as barnacles and mud crabs. Some of the existing dock piles carried historic fragments or remains of oysters, but no live individuals were observed. Algae was observed covering parts of the submerged portions of the piles and seawall panels but was not observed in the underlying substrate. The majority of the project site was devoid of vegetative growth, presumably because of the low water quality which also reduces penetration of the water column by sunlight. A list of observed species can be seen below in Table 1. Table 1 – Observed fish species Common Name Scientific Name Striped Mullet Mugil cephalus Sheepshead Archosargus probatocephalus Crevalle Jack Caranx hippos Gray Snapper Lutjanus grisens Barnacle Amphibalanus spp. Mud Crab Panopius herbstii Snook Centropomus undecimalis 3.B.g Packet Pg. 156 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue McKibben Dock Submerged Resource Survey August 2021 4 5.0 CONCLUSIONS The submerged resource survey conducted at the project site yielded few findings at best. Barnacles, mud crabs, and historic indicators of oysters could be seen on the seawall panel and on the dock pilings. The dock area does provide additional cover and habitat for fish and other marine life to utilize. Seagrasses were not observed anywhere near the project site. All fish species were observed swimming in and around the dock and subject shoreline. Negative impacts to submerged resources are not expected with the proposed project. EXISTING DOCK EXISTING DOCK AND WATERWAY Typical Bottom Sediment Existing Seawall 3.B.g Packet Pg. 157 Attachment: Attachment E - Applicant's Backup, Application and Supporting Documents (23471 : PL20220001299 BDE 260 Conners Avenue BDE-PL20220001299 Attachment F – Public Correspondence Collier County GIS Subject Property / Petitioner: 260 Conners Ave Letters of Objection: 151 Conners Ave - Myhelic 274 Conners Ave - Kisch 281 Conners Ave - Hoberg 316 Conners Ave - Landis 418 Conners Ave - Allen 434 Conners Ave - Granata 450 Conners Ave - Grigsby 132 Egret Ave - Vilks 254 Flamingo Ave - Ferris 324 Seabee Ave - Rosmonowski 375 Seabee Ave - Gonnering 395 Seabee Ave - Kravitz 427 Seabee Ave – Dunn G & Dunn S --- 362 Emerald Bay Cir (not within photographed area) - Clenney 3.B.h Packet Pg. 158 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) From: Sue Myhelic <sue@suemyhelic.com> Sent: Wednesday, September 7, 2022 5:06 PM To: KellyJohn Cc: Evie Kisch; Sue Myhelic Subject: Proposed 44 foot dock 260 Conners Avenue PL 2022000-1299 Attachments: DOC922.PDF 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. To All Parties: As a resident located at 151 Conners Avenue, I reside right down the street from the owner of the above captioned property. It has come to my attention that the owner of this lovely home wants a variance from the normal allowed boat dock extensions. And the variance he wants, 44 feet vertically extended into the canal and to hold a 42 foot boat, is going to do nothing to help the future of anyone who purchases a home on the water. Apparently, this owner was denied a 45 degree dock a few months ago, going out 34 feet. Now he wants a larger dock with massive consequences to neighbors. Here are my objections: I have attached an overview of the home and I have added the dock in the picture as it would look if allowed .As you can see, it protrudes extensively, and will greatly inhibit the view from the neighbor to the East. The sunsets that were enjoyed from their Lani would be gone, and in place a huge 42-foot boat, with a height of at least 15 feet would be the last vision they would have at night. I am sure the next several homes to the East would also have a view that was much less than what they had before. Nothing that anyone bargained for when purchasing a home on the water in Vanderbilt, Naples. The other issue is precedent. To the best of my knowledge, I do not know of any other dock in the Vanderbilt Lagoon that is of that size protruding into the water. The other canal homes could never get that variance simply because of the size of the canal they are located on. In this case, yes, this owner and all the other owners on the south side of Conners Avenue enjoy a premium view with the vast largeness of the waterway, but does that mean an owner can simply demand something that will not be a benefit to all? And, as I contend, a detriment everyone in the surrounding Vanderbilt area. As we all know, once a variance is granted, more and more crop up for other matters. Undoubtedly, in the future, if granted, this will only prove to be a stumbling block to other unreasonable requests. As a Vanderbilt owner and a boater, I have enjoyed living here and using the waterways, which presently look conformant throughout. With this new addition, I respectfully suggest that it will look not only out of place but become the eyesore of the neighborhood. By the way, I did a Collier Appraiser research of the drone photos of all the streets in Vanderbilt. I could not find ONE that protruded into any of the bays that have the availability of such an intrusion. My last comment is VALUE. If anyone who lives to the East of the subject property tries to sell their home with this infringement on view, it would only be reasonable to expect that the value of the property would certainly be diminished. Stands to reason unfortunately. SO I ASK - WHY SHOULD THIS BE THE FIRST????????? 3.B.h Packet Pg. 159 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) Thank you for listening, and if you need, I am always available. My contact information is listed below. Please, let’s keep Vanderbilt the beautiful waterway it is now. Any adjustment on someone’s whims would be unfair to all. Sue Myhelic Founder/Owner Gulf Breeze Real Estate 239-216-6444 sue@suemyhelic.com www.suemyhelic.com 3.B.h Packet Pg. 160 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) 3.B.h Packet Pg. 161 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) From: Evie Kisch <bobandeviekisch@aol.com> Sent: Thursday, September 8, 2022 6:44 PM To: KellyJohn Subject: Revised Version #PL20220001299 Attachments: NEW BOAT DOC.pdf 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. This is the revised version since we discovered the aerial dimensions were incorrect on our dock (274 Conners) showing it at 24 ft from the seawall which is incorrect as in fact it is 20 ft Consequently, his dock would be extending 25 ft further out than our dock. 3.B.h Packet Pg. 162 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) Robert & Evelyn Kisch 274 Conners Ave Naples, Fl 34108 August 22, 2022 Dear Andrew Dickman: This letter is my second formal objection to the proposed Boat Dock Extension Petition. This is pertaining to #PL20220001299- at 260 Conners Avenue, which I understand Douglas McKibbon is requesting a 44 ft dock and 42 ft boat to run perpendicular to the sea wall. First of all, we can not believe in his initial effort he was requesting a 34 ft dock extension (#PL20210001835 at 260 Conners Ave.) which was denied. Now he is asking for a 44 ft dock and 42 ft boat.This is a complete waste of time and expense. . As a resident next door, East of 260 Conners Ave, we are directly affected by this request for dock extension. What would Doug McKibbon do if this request was turned around, we are sure he would not approve a 44 ft dock and boat or wall in his face. Our view would be completely destroyed. His dock would be extending 25 ft further out than our dock, making us look into 25 ft of boat and dock, instead of the water and views of our sunsets. Going out 90 degrees would be just as destructive or worse than 45 degrees as he tried for and was denied before.. Even though Mr. McKibbon owns 260 Conners, and the adjoining home and lot on Conners, we are sure he would never infringe on his own property as destroying views definitely affects value and enjoyment. We bought this home 22 yrs ago for enjoying water views, boating and investment. Our view would be gone and our waterways could cause more boater accidents and property damage due to irregular sized docks. If Collier County allows one property owner to extend his dock others will follow suit causing a domino effect of problems for those who lose their views and may not be able to afford to extend docks built to be kept in code. For safety purposes and visual aesthetic purposes, this would be a mess.. Respectfully, Robert & Evelyn Kisch 3.B.h Packet Pg. 163 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) From: STEVE HOBERG <stevehoberg@yahoo.com> Sent: Friday, September 9, 2022 7:44 PM To: KellyJohn Subject: Boat Dock Extension Proposed PL 2022000-1299 Attachments: Boat Dock Extension PL20222221299.pdf 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. John, Please see attached document for the above referenced variance. Thank You, Steve Hoberg Sent from Mail for Windows 3.B.h Packet Pg. 164 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) RE: PUBLIC HEARING NOTICE 260 Conners Ave (BD) Boat Dock Extension Proposed PL 2022000-1299 John Kelly (john.kelly@colliercountyfl.gov) I am located across the street at 281 Conners Avenue. I am against the variance to include a new 45-foot dock vertically extended into the canal. I was at the last meeting for the variance of a dock at the same address. It seems this design is much more intrusive than the last one. Blocks more view and extends more into the canal. This could not happen in most of the canals as to the sizes of the canals. If this happens could set a precedence for other such designs and could ruin our community on the canal. A dock of this size would also accommodate a very large boat which would be accessible only at high tides and also might get stuck in shallow waterways so it seems not to be practical. There is also the large amount of decking or surface area which will need to be cleaned. It is my experience in living here most people will have their landscapers blow loose debris off decks and docks into the canal waters. Dock extensions and covered docks are sometimes very ugly, and ruin views up and down the canal even if they are further down from the extension or cover. This also might cause resale of some properties to be devalued. So, I am against this proposed variance. Steve Hoberg 281 Conners Ave Naples, FL . 3.B.h Packet Pg. 165 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) From: Jennifer Landis <jkplandis@comcast.net> Sent: Tuesday, September 13, 2022 11:17 AM To: KellyJohn Subject: PL 20220001299 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 morning John, I am writing to you regarding the proposed variance at 260 Conners Ave. that is under review 44 foot extension. I reside at 316 Connors Ave, 2 properties to the east of this proposed variance. I have resided in this home for 3 years now and my father before me for eight years prior to that. The biggest attribute to my home is its unobstructed view of the waterway to the west and the large open waterway. I am including two photos of my view for you to visualize what a large protruding dock with boat would block my view as well as the surrounding neighbors views. I myself have a 32 foot boat that I have to park parallel to my dock because of the restriction of building a dock further out but I would not want to narrow our canal or waterways to obstruct any of my neighbors views even if I were allowed. Thank you for your consideration of Vanderbilt bay and our future. Sincerely, Jennifer Landis 316 Conners Ave Sent from my iPhone 3.B.h Packet Pg. 166 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) Jennifer Landis Designs LLC 239-564-8275 3.B.h Packet Pg. 167 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) From: Greg Allen <greg@15xparking.com> Sent: Sunday, September 11, 2022 2:16 PM To: KellyJohn Cc: njdakota; janetallen831; Greg Allen Subject: Objection to Petition Number BDE-PL20220001299 Attachments: Fedex Label.pdf; Objection to Relief for 260 Conners Avenue Relief.pdf 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. Dear Mr. Kelly, Please accept the attached letter as my formal objection to the granting of the Petitioners requested relief on Petition # BDE-PL20220001299 for 260 Conners Avenue, Naples. Original letter being sent via federal express (see attached fedex label). Thank you for your time and consideration. Regards, Terrence Allen 418 Conners Avenue Naples, FL 34108 3.B.h Packet Pg. 168 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) 1 Terrence and Janet Allen 418 Conners Avenue Naples, FL 34108 September 11, 2022 Sent via overnight via Federal Express and via email: John.Kelly@collierCountyFL.GOV Mr. John Kelly, Planner Collier County Growth Management and Community Development Department Office of the Hearing Examiner 2800 North Horseshoe Dr., Naples, FL 34104 Re: Public Comment on Petition for Boat Dock Extension Petition Number: BDE-PL20220001299 Petitioner: Mr. Douglas McKibben Subject Property: 260 Conners Avenue, Lot 14, Block R – Conner’s Vanderbilt Beach Estates Unit No 3 In Section 29, Township 48 South, Range 25 East, Collier County, Florida Dear Mr. Kelly: Please accept this letter in lieu of a formal appearance regarding the above referenced matter and allow it to serve as my objection to the granting of the relief requested by Mr. Douglas G. McKibben (“Petitioner”), for the reasons set forth below, which I ask that you incorporate into the record in the event a judicial appeal becomes necessary. My wife and I will be travelling out of the Country on the scheduled hearing date of September 22, 2022, or else we would have appeared in person to voice the below noted objections to the Petitioners request for relief from the zoning ordinances of Collier County. This letter is being submitted in compliance with the requirements of Collier County, namely at least ten (10) days before the scheduled hearing, and as such should become part of the permanent record of the subject application. 3.B.h Packet Pg. 169 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) 2 FACTUAL BACKGROUND 1. Petitioner owns a single-family residence located at 260 Conners Avenue, Naples Florida. Petitioner has a boat dock that protrudes in the channel approximately twenty feet (20’) as permitted by ordinance. 2. Petitioner seeks relief to construct a dock that will protrude into the water channel by a total of forty-five (45) feet, which is twenty-five (25) feet greater than permitted by ordinance, LDC Section 5.03.06. 3. Petitioner seeks the requested relief so that a large boat dock can be built to accommodate a large vessel. 4. Myself and my wife have resided at 418 Conners Avenue for the past twenty-two (22) years and we object to the granting of the relief sought by Petitioner for the reasons set forth herein. REASONS WHY THE HEARING EXAMINER SHOULD NOT GRANT T HE REQUESTED RELIEF 1. Petitioner is seeking relief from a self -created hardship to the detriment of the environment and the community as follows: a. Granting Petitioners relief for the self-created will cause harm to the environment by creating additional shading of water which can have a detrimental impact to an essential fish habitat; b. Granting Petitioners relief for the self-created hardship will create a hardship for neighbors who presently are in compliance with all zoning ordinances. If Petitioner relief is granted, my view and that of the neighbors view will be permanently obstructed from the protrusion of a dock forty-five (45 feet) into the channel, which could also result in a devaluation of my property and the neighboring properties, and as a result diminish the beautiful viewscape of the canals, channel, and sunsets that are presently enjoyed by myself and the neighbors. 3.B.h Packet Pg. 170 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) 3 c. Granting Petitioners relief for the self-created hardship will set a poor precedence in the neighborhood and allow other property owners to seek similar relief. d. Granting Petitioners relief for the self-created hardship will create a boating safety hazard for other boaters in the canal and channel. e. The Petitioner presently has a boat dock that extends twenty (20) feet into the channel and modifications to the Petitioners present dock can be made without the requested relief that will allow Petitioner to meet his objective. For the reasons set forth herein, as an interested person residing just a few houses away, I respectfully request you consider the above reasons for objecting to the granting of the relief requested by Petitioner and on the above basis and any other pertinent matters as set forth on the record, that you deny the subject petition for relief. Failure to strictly adhere to the zoning ordinances and granting relief for the self-created hardship matter can be considered arbitrary, unreasonable, and capricious. Thank you for your time and consideration. Very truly yours, Terrence and Janet Allen Terrence and Janet Allen 418 Conners Avenue Naples, FL 34108 3.B.h Packet Pg. 171 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) 3.B.h Packet Pg. 172 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue From: pgranata2551@comcast.net Sent: Wednesday, September 7, 2022 3:51 PM To: KellyJohn Subject: Object to dock extension 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. Hello, I live on Conners Avenue and wanted to let you know that the proposed variance of dock extension for 260 Conners shouldn’t be permitted. Every dock is now at the same proportion in relation to the water. Big boats come through. If this sticks far out as planned- it will be more difficult to pass through and more unsightly. Pamela Granata 3.B.h Packet Pg. 173 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) From: Kristi Grigsby <grigsbykristi@gmail.com> Sent: Wednesday, September 7, 2022 12:39 PM To: KellyJohn Subject: Proposed Variance at 260 Conners Avenue; Number PL 20220001299 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. Dear Mr. Kelly: RE: Variance Number PL 20220001299; 260 Conners Avenue This email is to express my opposition to the proposed variance at 260 Conners Avenue, currently under review for a 44 ft. dock extension. As a nearly 20-year resident of the Conners neighborhood, the current regulations are plenty sufficient to enjoy the beautiful waterways in our area, without impeding on the openness for all to enjoy. I do not support this proposed variance, nor setting precedence for the many variance requests that will inevitably follow. Thank you for including my objection in the decision-making process. Kristi Grigsby 450 Conners Avenue grigsbykristi@gmail.com 3.B.h Packet Pg. 174 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) From: Cindy Vilks <cindoo7779@gmail.com> Sent: Friday, September 9, 2022 2:11 PM To: KellyJohn Subject: PL2022000-1299 proposed 44’ dock at 260 Connors Ave, Naples 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. To: Andrew Dickman, Hearing Examiner From: Cindy and Steve Vilks, homeowners 132 Egret Ave. Naples,FL 34108 Regarding: PL2022000-1299 Thank you for accepting our correspondence in the above matter. We reside one canal away from this proposed boat structure. We agree with others who wish to see this variance denied for each of the many reasons you’ve likely heard expressed. Our biggest concern is from the threat this poses to the safe water navigation of the area. In each of the past few years, we have noticed an uptick in unsafe boating around the Vanderbilt Beach canals (this Connors/Seabee canal in particular). Excessive Speed and close proximity to property are no loner rare occasions, as I’m sure you’ve heard from the various law enforcement agencies that patrol these waters. We have no doubt that added boat traffic from the One Naples project will exacerbate this ongoing issue. FWC and Collier County Sheriff patrols have been stepped up, and we certainly appreciate that. I’m asking you, if you haven’t already, to speak to these agencies and ask their opinion of this type of variance. My opinion is that allowing these large, perpendicular boat structures will potentially set in place a precedent for an even more dangerous waterway safety scenario. Please deny this request for variance. Respectfully, Cindy and Steve Vilks 3.B.h Packet Pg. 175 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) From: HENRY FERRIS <hdfvmd@comcast.net> Sent: Friday, September 9, 2022 8:18 PM To: KellyJohn Subject: McKibbon variance application #PL20210001835 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. Dear Mr. Kelly, Here we are again writing in opposition to a rich guy's request of the Collier County Planning board to indulge his vanity at the expense of his neighbors and the Collier County community in general. I am referring to petition # PL2022000-1299 at Conners Avenue whereby Douglas McKibbon wants to construct a 44ft dock extending perpendicular to his property. He feels this is necessary to accommodate his 42 ft boat and his own convenience in accessing it. It has been brought to my attention that other residents in the Connors area who may be equally or more wealthy than Mr McKibbon wouldn't dream of clogging up the Connors canal with their large yachts and oversized docks and have made accommodation for their boats in marinas designed to park such craft. And they are aghast that this vainglorious man would request such a variance. Of course, Mr McKibbon has disregarded the affect his building will have on his immediate neighbors who will have to stare at this unsightly piece of construction instead of the lovely expanse of waterway that is the Connors canal. Nor has he considered the hazards to their safety it will present as it impedes his neighbors' ingress to and egress from their docks. In addition Mr McKibbon seeks a variance regardless of the affect this imposing dock will have on the manatees and dolphins and other marine life that swim and feed in our canals. Their survival is already in jeopardy yet Mr McKibbon apparently denies responsibility and cares little about his role in their stress and ultimate demise. Mr McKibbon bought his property knowing full well the permissible limits to dock sizes in the canal. That he chose to buy a bigger boat was fine but his neighbors and the wildlife of the Connors' canal should not be made to suffer for his self indulgence and convenience. Thank you. 3.B.h Packet Pg. 176 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) Sincerely, Deborah and Henry Ferris 254 Flamingo Ave. Naples, Fl 34108 3.B.h Packet Pg. 177 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) From: JEANE ROSMONOWSKI <rozpjmr@comcast.net> Sent: Thursday, September 8, 2022 5:01 PM To: KellyJohn Cc: bobandeviekisch@aol.com; Pat Rosmonowski; Bill Gonnering; Cindy Vilks Subject: PL2022000-1299 proposed 44' dock at 260 Conners Ave. 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. To: Andrew Dickman, Hearing Examiner From: Patrick & Jean Rosmonowski 324 Seabee Avenue Naples Re: PL2022000-1299 proposed 44' dock at 260 Conners Ave. Dear Mr. Dickman, We are writing in regards to the proposed 44' dock being considered for 260 Conners Ave. We live directly across the canal from 260 Conners at 324 Seabee Ave. We also attended the recent meeting (Fall 2021) for the proposed 34' dock that was requested for 260 Conners. That request was denied by the attorney overseeing the review due to many objections at that time (ours included). This proposal is now 44', a full additional 10' in length and also extending into the canal perpendicular instead of the first designed 45 degree angle dock. The proposed dock will extend an ADDITIONAL 24' beyond all the other docks built in the area that have been designed in accordance with current County regulations (20' max), ours included. Once a project like this is approved, there's nothing to prevent other homes from requesting similar variances and there will be no stopping the de- valuation of our beautiful waterway. As we all are aware, the Conners canal is the widest, most sought after, attractive area in the Vanderbilt area. It is a prime traffic area for local boats, fishermen and visitors (rental boats) for sight-seeing, fishing, house viewing and relaxing. This occurs all day long and well into the evening hours. Many of the local fishermen travel close to the docks at night and cast their lines close to the dock and into the darkness. Having a dock that extends an additional 24' out from the norm is a not only a major safety hazard, but a disruption to the beauty of our area. This could affect home values and resale in the future and be an eyesore in comparison to all the other homes that have maintained the beauty of the area and honored the rules and regulations of the County that were put in place for very important reasons. 3.B.h Packet Pg. 178 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) In addition, the development of One Naples (south of our homes) over the next few years will be adding approximately 22 boating slips with a marina and commercial dock, which will greatly increase the boat traffic in the area; causing additional concerns. This proposal was rejected last Fall for a smaller version (34'). WHY WOULD THE COUNTY EVEN CONSIDER A LARGER VERSION? On a side note, the waters of Turkey Bay and Wiggins Pass continue to fill in and need to be dredged more and more often. It will become increasingly difficult for a 42' boat with a large draft to utilize those waters to travel to the Gulf. Please, we implore you to help us protect the beauty and attractiveness of our area, home values and safety of boaters. This project would not being any value but serve to destroy what we all have fought to protect. Respectfully, Pat and Jean Rosmonowski 3.B.h Packet Pg. 179 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) From: Brittany Amerine <brittany@ipcnaples.com> Sent: Monday, September 12, 2022 11:14 AM To: KellyJohn Cc: Bill Gonnering Subject: Per Bill Gonnering: Letter of Formal Complaint for BOE-PL2022000/295-260 Conner Avenue Attachments: Seabee Dock Letter - 9-12-22.pdf 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. Per Bill Gonnering: Good Morning John: Attached please find a copy of a Letter of Formal Complaint for the Boat Dock Extension Petition #BOE- PL2022000/295-260 Conner Avenue. Should you have any questions, please contact Bill at 239-572- 4500. Thank you. Kind regards, Brittany Amerine Licensed Administrative Assistant Investment Properties Corporation of Naples 3838 Tamiami Trail North, Suite 402 Naples, Florida 34103-3586 tel 239.261.3400 x174 fax 239.261.7579 brittany@ipcnaples.com www.ipcnaples.com Licensed Real Estate Broker CONFIDENTIALITY NOTICE: This email transmission (and/or the attachments accompanying it) may contain privileged and confidential information, and is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are hereby notified that any dissemination, disclosure, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please promptly notify the sender by reply email and destroy the original message. Thank you. LIABILITY DISCLAIMER: Buyers, Sellers, Landlords and Tenants must all conduct proper due-diligence when buying, selling or leasing commercial property. Due diligence should include, but not be limited to, matters involving zoning, permitting, environmental and all other regulatory matters, plus financial underwriting of participating parties including research associated with bankruptcy, foreclosure and financial capability. Neither IPC nor its employees, agents 3.B.h Packet Pg. 180 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) or staff perform appraisals or provide services of an appraiser. Additionally, parties should obtain tax and legal advice. IPC does not represent or warrant these matters nor is it responsible for the statements of third parties. 3.B.h Packet Pg. 181 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) William & Patricia Gonnering 375 Seabee Ave. Naples, FL 34108 September 12, 2022 John Kelly 2800 N Horseshoe Drive Naples, FL 34104 john.kelly@colliercountyfl.gov Dear John, This letter is a formal objection to the Boat Dock Extension Petition #BOE‐PL2022000/295 – 260 Conner Avenue. As a resident of Vanderbilt Beach for over 24 years, I am very concerned about the Conners/ Seabee canal esthetics, property values, and boat launching and docking ability on our canal. Most of the docks on our waterway have an East/West entrance and exit. See attached photo. If the 24’ dock extension rule is allowed, it will create the following problems: 1) If my neighbor extended his dock 24’ out from present dock, I would not be able to get my boat in my slip. My dock, which was refinished April 2021 at a cost of $35,000 will be considered obsolete and will have to be reconfigured. Like most owners, I have to enter my dock from the East side and it is already a tight fit. When I reconstructed the dock, I put the entrance on an angle to help ease the already cumbersome burden of parking. 2) Last year, November 2021, the owner of 260 Conners Avenue filed a petition to extend his dock 14’ out from previous dock to 34’ into the canal. This year he wants to extend out to 44’. Is there some way to solve this annual hassle? 3) Safety / If one dock is extended into the water way and the others, what would keep boats, jet skis, kayaks and paddle boards from running into the extended dock, especially at night. The owner of 260 Connors Avenue does not keep his boat there for the summer which means just the dock would be extended out. I also fish the light at night and have seen boats run through at 20‐25 miles per hour. 4) If Collier County allows one property owner extend his dock, many others will follow suit causing a domino effect of problems for those who do not want to or cannot afford to extend their dock. 5) If each owner decided to extend their dock 24’ on each side of the canal, it would make the wake area 44’ less total. The waterway is already crowded with many boaters, kayak and paddleboarders, and wildlife such as dolphin and manatee. We would not only be disrupting our homes but our endangered wildlife as well. 3.B.h Packet Pg. 182 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) 6) If one dock is extended in a waterway and the other not extended, what would keep boats from running into the extended dock in day or night? Irregular sized docks would create traffic problems and property damage beyond what we already face. 7) The esthetic look of the canal will be changed by the inconsistent sizes of the docks. Most of the docks have a uniform size and look. 8) The Conners/Seabee canal has always been considered premium property values based on the extra large width of the canal. Changing this dynamic may have a negative impact on property values. I have included a photo below to show you just how much this would impact my current property as well as my friends and neighbor’s homes. I invite you to come to my home and take a boat ride with me. I’d like to show you how difficult it is to park a boat in the current capacity and decipher how an additional 14’ would make my boat dock obsolete. Sincerely, William V. Gonnering 375 Seabee Ave Naples, FL 34108 239‐572‐4500 3.B.h Packet Pg. 183 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) From: gregory dunn <gdunn5000@gmail.com> Sent: Friday, September 9, 2022 10:13 PM To: KellyJohn Subject: 260 Conners Ave. Boat Dock Extension 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. John, My name is Greg Dunn and I live at 427 Seabee Ave. We are across the canal from the proposed boat dock extension. This extension would ruin the view down the canal and would cause anyone close by problems docking their boats. It sets a terrible precedent for the Conners area. If it is ok for them can the house next to me do the same? It would be much nicer for the homes on the canal if they would look for a more creative way to handle that large of a boat. Greg Dunn Sent from my iPad 3.B.h Packet Pg. 184 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) From: sheri Dunn <art4walls@comcast.net> Sent: Friday, September 9, 2022 4:17 PM To: KellyJohn Subject: Boat dock extension 260 Connors 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. Mr. John Kelly, I am writing this to strongly oppose the dock extension for 260 Connors in Naples. This is terrible idea. What an awful precedent this would set. We want to keep our canals open and beautiful for all. Thank you for considering my opinion. Sheri Dunn 427 Seabee Ave. Naples, FL 34108 3.B.h Packet Pg. 185 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) From: ROGER CLENNEY <clenney@comcast.net> Sent: Sunday, September 11, 2022 10:44 AM To: KellyJohn Subject: PL20220001299 Attachments: conners3.rtf Follow Up Flag: Follow up Flag Status: Flagged 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. 3.B.h Packet Pg. 186 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) I am writing this letter because I am vehemently opposed to PL20220001299. Having owned property in Naples for the last forty years, I am very concerned that the selfishness of one person may be allowed to ruin the beautiful waterway that is accessible from Conners Avenue. This not only would be a blight on our shore, but would also create a significant danger to boaters. It would bring a real problem for boats coming into dock in the evening hours. If this one atrocity is allowed, it will be only a matter time before there are other gigantic docks protruding into the waterway. We have enjoyed boating and the beautiful sunset for many years. With irregular oversized boats and boat docks, not only would our sunset views be definately eliminated, but the ability of neighbors to maneuver their boats safely would be dangerous: an accident waiting to happen. We can't allow the desire of one to deprive so many others of their rights as property owners. I implore you to oppose PL20220001299. Respectfully submitted, Pamela Clenney 3.B.h Packet Pg. 187 Attachment: Attachment F - Public Correspondence (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) BDE-PL20220001299 Attachment F1 – Additional Public Correspondence Received After Initial Distribution Collier County GIS Subject Property / Petitioner: 260 Conners Ave Letters of Objection: Letters of Objection Received After Initial Distribution 151 Conners Ave – Myhelic 178 Conners Ave - Sanchez 274 Conners Ave – Kisch 204 Conners Ave - Martin 281 Conners Ave – Hoberg 332 Conners Ave - Weekley 316 Conners Ave – Landis 380 Conners - Militello 418 Conners Ave – Allen 361 Seabee Ave - Page 434 Conners Ave – Granata --- 450 Conners Ave – Grigsby 2047 Imperial Cir (not in photo area) - Barstad 132 Egret Ave – Vilks 2047 Imperial Cir (not in photo area) - Miller 254 Flamingo Ave - Ferris 324 Seabee Ave - Rosmonowski 375 Seabee Ave - Gonnering 395 Seabee Ave - Kravitz 427 Seabee Ave – Dunn G & Dunn S --- 362 Emerald Bay Cir (not within photographed area) - Clenney 3.B.i Packet Pg. 188 Attachment: Attachment F1 - Public Correspondence Received After Initial Distribution (23471 : PL20220001299 BDE 260 Conners Avenue From: adaliosanchez1@gmail.com Sent: Wednesday, September 21, 2022 8:16 AM To: KellyJohn Subject: PL20220001299 -- OPPOSED 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. Dear Hearing Examiner: We are Adalio & Lisa Sanchez and we are strongly OPPOSED to the proposed variance at 260 Conners. We live at 178 Conners Avenue, five houses to the west of the property of subject variance request. We have a 28’ boat and are about to buy a bigger one, so we have a big vested interest and appreciate the request for those who have larger vessels. However, it is inappropriate to approve such a large variance as it will impact neighbor’s access given our 80’ wide lots and it will destroy the consistency of this neighborhood. This is not Port Royal or Royal Harbor with deep water and wide lots!!! Approval of this will create a new barrage of other one-off deviation requests and ultimately erode the value of our properties. Let’s please put in place a rigorous set of dock standards and adhere to them and stop this flood of requests that will destroy this neighborhood and property values. One solution for our neighbor’s 42’ boat is to use both their lots (they own 246 Conners as well) and dock it across the two lots parallel to the seawall at an angle – just like the rest of us have to do. This way they can adhere to existing standards and still park their boat. Thank you. Adalio & Lisa Sanchez +1 203-482-1098 adaliosanchez1@gmail.com 3.B.i Packet Pg. 189 Attachment: Attachment F1 - Public Correspondence Received After Initial Distribution (23471 : PL20220001299 BDE 260 Conners Avenue From: Bill Martinwfmartin <wfmartin35@gmail.com> Sent: Wednesday, September 14, 2022 12:46 PM To: KellyJohn Cc: Bill Martin; BobandEvieKisch@aol.com; Jodi Martin Subject: Proposed 44 foot dock 260 Conners Avenue PL 2022000-1299 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. To all parties: I am writing to you regarding the requested variance for the above property and their desire to have a 44 foot dock off their property. I know you have heard from several of my neighbors and I have discussed and read their positions. I believe that all them are accurate and relevant to this situation so there is no need to repeat them. They all make sense, logically and emotionally. As a 30 plus year resident in this canal, my wife and I respect our neighbors and the waterway. Aside from the fact that you have already denied a smaller footprint variance, this request would completely overhaul the landscape of our beautiful area over the coming years, causing disrespect from one another and causing many many more headaches for you and all of our neighbors. I am not adverse to change and progress, but this simply does not make sense. Can you imagine how many requests you will have over the upcoming years and once you grant this one, there is nothing to stop this happening all over the area. How are you going to defend a denial going forward? I urge you to think about the consequences. All of the residents in this area know the “rules” and have respectfully adhered to them for YEARS, due to respecting one another and the environment. Of course many others have wished to have a larger footprint, but know that it is not the right thing to do for many reasons. There is absolutely no valid reason this variance should be granted just because one person wants a bigger boat. That’s what this boils down to. Respectfully, 3.B.i Packet Pg. 190 Attachment: Attachment F1 - Public Correspondence Received After Initial Distribution (23471 : PL20220001299 BDE 260 Conners Avenue Bill and Shirley Martin 204 Conners Ave 3.B.i Packet Pg. 191 Attachment: Attachment F1 - Public Correspondence Received After Initial Distribution (23471 : PL20220001299 BDE 260 Conners Avenue From: SANDRA WEEKLEY <mt72@aol.com> Sent: Wednesday, September 14, 2022 3:59 PM To: KellyJohn Subject: Number PL 20220001299 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. Dear Mr Kelly, Our home is located at 332 Conners Ave just 3 houses down from the proposed dock extension at 260 Conners Ave. We are opposed to allowing this variance. Nearly all of the nearby Vanderbilt canal residences would be required to go around the proposed dock! Additionally home values are based on beautiful views of open water which would be compromised by this 45 ft protrusion. The rules exist to make the best use of the canal for everyone. If this variance is allowed, other residents will surely look to expand their docks as well. Thanks for your “no vote” to this proposed extension. John and Sandra Weekley Sent from my iPad 3.B.i Packet Pg. 192 Attachment: Attachment F1 - Public Correspondence Received After Initial Distribution (23471 : PL20220001299 BDE 260 Conners Avenue From: Jennifer Militello <jlmilitello@gmail.com> Sent: Tuesday, September 13, 2022 9:12 PM To: KellyJohn Cc: Bill Militello; Jennifer Militello Subject: PETITION NO.: PL20220001299 - 260 CONNERS AVENUE BOAT DOCK EXTENSION Importance: High 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. TO: HEARING MANAGER SUBJECT: PETITION NO.: PL20220001299 PETITION TYPE: BOAT DOCK EXTENSION ADDRESS: 260 CONNERS AVENUE HEARING DATE: 09/22/2022 HEARING TIME: 09:00AM To: Mr. John Kelly As residents of Conners Avenue, we are writing to inform you of our opposition to the boat dock extension request at 260 Conners Avenue Naples, FL 34108 in connection with Public Hearing Notice, petition number PL20220001299. Approving this petition will create a threat to water safety within the boating community, obstruct the immediate neighbors’ dock access, decrease property value and set a poor precedent throughout the Vanderbilt-Conners canal community. The owner is able to achieve docking a boat of their choosing without this petition and without disrupting the community. Over the past few years we have seen a significant increase to water craft traffic comprised of new vessel owners, increased vacationers, and increased vessel excursion tour traffic through the canal system. Approving this petition to allow an extension to the existing boat dock to the tune of 120% farther into the canal than any other dock is a safety risk to this heavily trafficked area. Approving this petition to allow for an extension will prevent the owners on either side of 260 Conners Ave from accessing their own dock space. Approving this petition does not enhance the property value of the overall community. This dock extension and the intended large boat will obstruct the water view of the canal negatively impacting the homes on Conners Avenue, Seabee Avenue and Seabreeze Avenue. 3.B.i Packet Pg. 193 Attachment: Attachment F1 - Public Correspondence Received After Initial Distribution (23471 : PL20220001299 BDE 260 Conners Avenue The homeowner can easily construct a compliant dock against their seawall and dock their boat without special permission and without negatively impacting their immediate neighbors and community at large. As residents of Conners Avenue we urge you to reject this petition. Please keep our canal water ways safe and free from obstruction. Sincerely, Jennifer and Bill Militello 380 Conners Avenue Naples, FL 34108 703-357-6942 3.B.i Packet Pg. 194 Attachment: Attachment F1 - Public Correspondence Received After Initial Distribution (23471 : PL20220001299 BDE 260 Conners Avenue From: Sally Page <spage361@gmail.com> Sent: Tuesday, September 20, 2022 8:20 PM To: KellyJohn Subject: Boat Dock Extension Petition BDE-PL20220001299our canal 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. Dear Mr. Kelly, My husband and I purchased a single family, 1962 rancher at 361 Seabee Ave, Naples, FL 34108 in January, 1998. Our lot is located just one lot from the end of our street. We purchased this home specifically because we were boaters and because when you walk in our front door; you immediately see the water in the largest canal in the Connors Subdivision. If approved, we will have quite the view of the proposed 44ft dock; lift and boat. We can only imagine the change in the character of our neighborhood as other homeowners build oversized docks for much larger boats. Another important concern. The north side of our canal is much more shallow than the south side. Many of the homeowners who live on Conners Ave have had to dredge to accommodate 25 to 30 feet boats. When low tide occurs in the morning, boaters on Conners Ave. who want to be on the gulf early in the day must tie their boats to the south side of their docks. This action can take another 15 feet of canal space. Wedo not have the depth of water to accommodate large vessels - in our canals or in Turkey Bay which leads to the gulf. The depth of the water does not support large vessels. One would be fighting Mother Nature to proceed to this end. This one fact to me is MORE IMPORTANT than esthetics. It is the safety problem of having boats which are actually too large for this environment. I appreciate that you will share our letter at the hearing on the 22nd. There are serious safety concerns to consider with this proposal. Sincerely yours, Bernie and Sally Page Phone: 410-960-1536 3.B.i Packet Pg. 195 Attachment: Attachment F1 - Public Correspondence Received After Initial Distribution (23471 : PL20220001299 BDE 260 Conners Avenue From: D AB <ddbar123@aol.com> Sent: Wednesday, September 14, 2022 5:25 PM To: KellyJohn Cc: Kisch, Evie; <ddbar123@aol.com> Subject: PL2022000-1299 proposed 44' dock at 260 Connors Ave. 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. To: Mr. Andrew Dickman, Hearing Examiner. RE: PL2022000-1299 From: Date: 9/14/22 David Barstad 2047 Imperial Circle Naples, FL 34110 612.867.4249 Dear Mr. Dickman, I am a resident of Collier County and a frequent boater on the Gulf and the intercostal waterways. I am writing to oppose the proposed dock extension at 260 Connors Ave., Naples, Florida. I regularly boat in the channels around the Vanderbilt Bay area and others. The proposed dock is truly excessive for the area and would also be a safety hazard around sunrise and sunset, and other low light conditions. No other property in the area has this size dock extending this far into the bay. Another issue are the diminished site lines that would obscure the natural beauty of the shoreline from surrounding properties and the water, in perpetuity. Please do not set a new precedence for unneeded docks of this size. I question why an earlier proposal (fall 2021) for this same property was defeated when previously requested at 35 feet and now has requested a new Variance Request, increasing the length to a 44 foot dock proposal. I urge you to reject this plan as proposed. Thank You! Sincerely, David A. Barstad 3.B.i Packet Pg. 196 Attachment: Attachment F1 - Public Correspondence Received After Initial Distribution (23471 : PL20220001299 BDE 260 Conners Avenue From: Carmen Miller <carmenmiller26@gmail.com> Sent: Wednesday, September 14, 2022 8:47 AM To: KellyJohn Subject: Public Hearing Notice - PL 2022000-1299 (260 Conners Avenue) 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. Attn: Andrew Dickman, Hearing Examiner I am writing regarding the proposed 44' dock at 260 Conners Avenue. My husband and I are residents of Collier County and frequent boaters in the Conners canal area. We are against this request for a 44' dock, extended out vertically from the property, for many reasons. This size and location of dock would hamper the boaters in the area who navigate this canal, especially in the later evening hours in dimmer light. This would create a serious safety issue for any boaters in the area of this dock. Additionally, this would create an eyesore among the beautiful properties in this area, and would most definitely impact the views of surrounding properties, affecting future property values. We respectfully ask that this request be denied in order to preserve the beauty and accessibility of this waterway. Thank you, Carmen Miller 3.B.i Packet Pg. 197 Attachment: Attachment F1 - Public Correspondence Received After Initial Distribution (23471 : PL20220001299 BDE 260 Conners Avenue 3.B.jPacket Pg. 198Attachment: Attachment G - Sign Posting For Second Hearing (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) 3.B.jPacket Pg. 199Attachment: Attachment G - Sign Posting For Second Hearing (23471 : PL20220001299 BDE 260 Conners Avenue McKibben) NESW051020SCALE IN FEETSITE ADDRESS:,260 CONNERS AVENAPLESFL34108Turrell, 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:\21081.00 mckibben-260 conners ave\CAD\CONCEPT\21081-OPTION1.dwg OPTION 1 9/27/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ09-27-2221081-2925260 CONNERS AVEOPTION 148-------------------01 OF 01RIPARIANLINERIPARIANLINEEXISTINGSEAWALLPROPERTYBOUNDARY·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:·TOTAL PROTRUSION FROM MHWL:"COURT GREGORY SURVEYING, INC."05-22-21-1.31'+0.30'80'481268'67867845'RIPARIANLINERIPARIANLINE15'15'PROPOSEDDOCKRIPARIANLINESETBACKRIPARIANLINESETBACKPROPOSED8-POST LIFT40'4'4'18' 18'20'27' 45'44'20'44'16'3.B.kPacket Pg. 200Attachment: Attachment H - Alternative Dock Plans, Options 1 - 5 (23471 : PL20220001299 BDE 260 NESW0153060SCALE IN FEETSITE ADDRESS:,260 CONNERS AVENAPLESFL34108Turrell, 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:\21081.00 mckibben-260 conners ave\CAD\CONCEPT\21081-OPTION1.dwg OPTION 1 - LINE OF VIEW 9/27/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ09-27-2221081-2925260 CONNERS AVEOPTION 1 - LINE OF VIEW48-------------------02 OF 02RIPARIANLINEADJACENTDOCKPROPERTYBOUNDARYPROPOSEDDOCKRIPARIANLINEADJACENTDOCKLINE OFVIEW·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:·TOTAL PROTRUSION FROM MHWL:"COURT GREGORY SURVEYING, INC."05-22-21-1.31'+0.30'80'481268'67867845'44'3.B.kPacket Pg. 201Attachment: Attachment H - Alternative Dock Plans, Options 1 - 5 (23471 : PL20220001299 BDE 260 NESW051020SCALE IN FEETSITE ADDRESS:,260 CONNERS AVENAPLESFL34108Turrell, 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:\21081.00 mckibben-260 conners ave\CAD\CONCEPT\21081-OPTION2.dwg OPTION 2 9/27/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ09-27-2221081-2925260 CONNERS AVEOPTION 248-------------------01 OF 02RIPARIANLINERIPARIANLINERIPARIAN SETBACK LINE15'15'20'EXISTINGSEAWALLPROPOSEDDOCKPROPOSED8-POST LIFT40'PROPERTYBOUNDARY2'4'3'·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 SURVEYING, INC."05-22-21-1.31'+0.30'80'481268'69869831'16'18'10'19'33'30'31'3.B.kPacket Pg. 202Attachment: Attachment H - Alternative Dock Plans, Options 1 - 5 (23471 : PL20220001299 BDE 260 NESW0153060SCALE IN FEETSITE ADDRESS:,260 CONNERS AVENAPLESFL34108Turrell, 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:\21081.00 mckibben-260 conners ave\CAD\CONCEPT\21081-OPTION2.dwg OPTION 2 INGRESS & EGRESS 9/27/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ09-27-2221081-2925260 CONNERS AVEOPTION 2 INGRESS & EGRESS48-------------------02 OF 02RIPARIANLINEADJACENTDOCKPROPERTYBOUNDARYPROPOSEDDOCKRIPARIANLINEADJACENTDOCK·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 SURVEYING, INC."05-22-21-1.31'+0.30'80'481268'69869831'ADJACENTDOCK LINE7'3.B.kPacket Pg. 203Attachment: Attachment H - Alternative Dock Plans, Options 1 - 5 (23471 : PL20220001299 BDE 260 NESW051020SCALE IN FEETSITE ADDRESS:,260 CONNERS AVENAPLESFL34108Turrell, 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:\21081.00 McKibben-260 Conners Ave\CAD\CONCEPT\21081-OPTION3.dwg OPTION 3 10/6/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ09-16-2221081-2925260 CONNERS AVEOPTION 348-------------------01 OF 01RIPARIANLINERIPARIANLINERIPARIAN SETBACK LINE15'15'50'20'18'16 '7'EXISTINGSEAWALLPROPOSEDDOCKPROPOSED8-POST LIFT40'PROPERTYBOUNDARY20'4'·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 SURVEYING, INC."05-22-21-1.31'+0.30'80'481268'63263231'10'22'3'2'4'31'3.B.kPacket Pg. 204Attachment: Attachment H - Alternative Dock Plans, Options 1 - 5 (23471 : PL20220001299 BDE 260 NESW051020SCALE IN FEETSITE ADDRESS:,260 CONNERS AVENAPLESFL34108Turrell, 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:\21081.00 McKibben-260 Conners Ave\CAD\CONCEPT\21081-OPTION4.dwg OPTION 4 10/6/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ09-16-2221081-2925260 CONNERS AVEOPTION 448-------------------01RIPARIANLINERIPARIANLINERIPARIAN SETBACK LINE15'15'50'31' 21'EXISTINGSEAWALLPROPOSEDDOCKPROPOSED8-POST LIFT42'PROPERTYBOUNDARY2'4'3'·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 SURVEYING, INC."05-22-21-1.31'+0.30'80'481268'65265231'6'6'16'18'3.B.kPacket Pg. 205Attachment: Attachment H - Alternative Dock Plans, Options 1 - 5 (23471 : PL20220001299 BDE 260 NESW051020SCALE IN FEETSITE ADDRESS:,260 CONNERS AVENAPLESFL34108Turrell, 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:\21081.00 McKibben-260 Conners Ave\CAD\CONCEPT\21081-OPTION5.dwg OPTION 5 10/6/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ09-16-2221081-2925260 CONNERS AVEOPTION 548-------------------01RIPARIANLINERIPARIANLINERIPARIAN SETBACK LINE15'15'50'15'EXISTINGSEAWALLPROPOSEDDOCKPROPOSED8-POST LIFTPROPERTYBOUNDARY·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 SURVEYING, INC."05-22-21-1.31'+0.30'80'481268'75075032'32'16'18'3.B.kPacket Pg. 206Attachment: Attachment H - Alternative Dock Plans, Options 1 - 5 (23471 : PL20220001299 BDE 260 10/13/2022 COLLIER COUNTY Collier County Hearing Examiner Item Number: 3.C Item Summary: Petition No. VA-PL20220001686 - 1411 North Alhambra Cir - Request for a 3.2- foot variance from the 10-foot accessory structure rear yard setback required by Section 4.02.03.D of the Collier County Land Development Code to allow an attached swimming pool screen enclosure to be constructed 6.8 feet from the northern property line of an existing single-family dwelling, located within a Residential Single-Family-6 (RMF-6) zoning district, at 1411 N. Alhambra Circle, also described as a portion of Lot 9, Block 6, First Addition to Naples Twin Lakes, in Section 15, Township 49 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 4 Meeting Date: 10/13/2022 Prepared by: Title: Planner – Zoning Name: John Kelly 09/22/2022 4:16 PM Submitted by: Title: Zoning Director – Zoning Name: Mike Bosi 09/22/2022 4:16 PM Approved By: Review: Growth Management Operations & Regulatory Management Kenneth Kovensky Review Item Completed 09/22/2022 4:24 PM Hearing Examiner (GMD Approvers) Diane Lynch Review Item Completed 09/23/2022 6:22 PM Zoning Ray Bellows Review Item Completed 09/25/2022 2:57 PM Zoning Mike Bosi Division Director Completed 09/26/2022 4:48 PM Hearing Examiner Andrew Dickman Meeting Pending 10/13/2022 9:00 AM 3.C Packet Pg. 207 VA-PL20220001686 Page 1 of 7 1411 N. Alhambra Cir. 09202022 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: GROWTH MANAGEMENT DEPARTMENT ZONING DIVISION- ZONING SERVICES SECTION HEARING DATE: OCTOBER 13, 2022 SUBJECT: PETITION VA-PL20220001686; 1411 NORTH ALHAMBRA CIRCLE _____________________________________________________________________________ PROPERTY OWNER/APPLICANT: AGENT: Kenneth G. Kelly, Jr. Same 1411 N. Alhambra Cir. Naples, FL 34103 REQUESTED ACTION: To have the Collier County Hearing Examiner (HEX) approve a 3.2-foot variance from the 10- foot accessory structure rear yard setback required by Section 4.02.03.D of the Collier County Land Development Code (LDC), to allow an attached swimming pool screen enclosure to be constructed 6.8 feet from the northern property line of an existing single-family dwelling located within the Residential Multi-Family-6 (RMF-6) zoning district. GEOGRAPHIC LOCATION: The subject property is located at 1411 North Alhambra Circle, also described as a portion of Lot 9, Block 6, First Addition to Naples Twin Lakes, in Section 15, Township 49 South, Range 25 East, Collier County, Florida, consisting of 0.28± acres (See location map on page 2). PURPOSE/DESCRIPTION OF PROJECT: The property owner/applicant desires to replace a screen pool enclosure in the same footprint as it previously existed before being destroyed by Hurricane Irma. The original screen enclosure was constructed by means of Building Permit No. 910004415 for which the approved plans reveal a 15-foot rear yard setback; see Attachment C. Neither staff nor the current property owner can explain the discrepancy; however, as the screen enclosure has been removed in its entirety, any potential claim of legal nonconforming status was lost. 3.C.a Packet Pg. 208 Attachment: Staff Report 09202020 (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) VA-PL20220001686 Page 2 of 7 1411 N. Alhambra Cir. 09202022 3.C.a Packet Pg. 209 Attachment: Staff Report 09202020 (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) VA-PL20220001686 Page 3 of 7 1411 N. Alhambra Cir. 09202022 Copy of portion of Survey contained within Attachment C - NTS Google Earth – 1985 Aerial Photo 3.C.a Packet Pg. 210 Attachment: Staff Report 09202020 (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) VA-PL20220001686 Page 4 of 7 1411 N. Alhambra Cir. 09202022 SURROUNDING LAND USE AND ZONING: North: Multi-family dwellings (Sorrento Villas) within a Residential Multi-Family-6 (RMF-6) zoning district East: Single-family dwelling within a Residential Multi-Family-6 (RMF-6) zoning district South: North and East Alhambra Circle (Right-of-Way) then a single-family dwelling within a Residential Multi-Family-6 (RMF-6) zoning district West: Single-family dwelling within a Residential Multi-Family-6 (RMF-6) zoning district Collier County GIS 3.C.a Packet Pg. 211 Attachment: Staff Report 09202020 (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) VA-PL20220001686 Page 5 of 7 1411 N. Alhambra Cir. 09202022 GROWTH MANAGEMENT PLAN (GMP) CONSISTENCY: The subject property is within the Urban – Mixed Use District, Urban Residential Subdistrict, of the Future Land Use Map of the GMP. The GMP does not address individual Variance requests but deals with the larger issue of the actual use. The existing single-family use is consistent with the FLUM 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 subject property is of an atypical shape and was initially developed prior to ownership of the property by the existing owner/applicant. Staff notes that the front property line forms an arc; staff has measured setbacks involving arcs differently over the years, presently the front measurement is taken from a chord drawn between the front corners of the property. 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, the residence was constructed in accord with Building Permit No. 840002368, issued on 09/12/1984 for which a Certificate of Occupancy was issued on 01/11/1985. A pool was subsequently permitted as an accessory structure and yet another permit, No. 910004415 was issued for a screen pool cage, issued on 04/30/1991 and for which a Certificate of Occupancy was issued on 06/27/1991; the corresponding approved site plan depicts the cage as being 15 feet from the northern property line. The current property owner/applicant purchased the property on May 23, 2012, and was able to provide a copy of a Survey dated 04/19/12 that depicts the screen enclosure having been 6.7 feet from the north property line. The approved site plans for the listed permits appear to be consistent and therefore neither staff nor the applicant can explain the inconsistency pertaining to the rear yard; see Attachment C. As the prior pool cage was destroyed by hurricane Irma and has since been completely removed staff is looking at this petition as a variance request for a new pool cage and not the replacement of a potentially legal nonconforming structure. 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, the property owner/applicant states: “The issue at hand was not known to me when I purchased the residence, and I want to make use of an otherwise perfectly good pool. After considering my options and finances it is not financially feasible for me to relocate the pool to incorporate the screen enclosure that is necessary to protect me from biting insects that 3.C.a Packet Pg. 212 Attachment: Staff Report 09202020 (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) VA-PL20220001686 Page 6 of 7 1411 N. Alhambra Cir. 09202022 could have a negative consequence given my weakened immune system.” Staff recognizes both the financial argument and issues related to health as being valid concerns and therefore concurs. 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 and welfare? Yes, the property owner/applicant states: “I am only requesting the minimum variance to make the most reasonable use of the small section of property. Due to my chronic liver and kidney disease, the screen will provide much needed reduction of the traffic dust from Goodlette Road, reduction of insect bites and to keep the disease ridden vermin at bay. Although I have a fence with a locked gate around the entire back property, the enclosure would be an added level of security, for the health, safety, and welfare for all including wildlife.” Staff concurs as all other setbacks are maintained and sufficient deck area is maintained for safe use of the pool; additionally, the use of a screen pool enclosure will reduce the potential for disease spread by mosquitoes and other insects. 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? By definition, a Variance bestows some dimensional relief from the zoning regulations specific to a site. LDC Section 9.04.02 allows relief through the Variance process for any dimensional development standard. As such, other properties facing a similar hardship would be entitled to make a similar 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 property owner/applicant states: “Replacing the pool enclosure in the same footprint that it existed in twenty plus years before my purchase in 2012, I believe the variance will be in harmony with the intent and purpose of the zoning code. I also believe the enclosure will not be injurious to my neighborhood nor any of my neighbors. It is not detrimental to public welfare. In fact, it is an extra layer of security and aesthetics for all.” Given that the rear yard of the subject property abuts green space and parking for a multiple-family housing project, 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, there is a 6-foot wood privacy fence along the western property enclosing the entire rear yard of the subject property. 3.C.a Packet Pg. 213 Attachment: Staff Report 09202020 (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) VA-PL20220001686 Page 7 of 7 1411 N. Alhambra Cir. 09202022 h. Will granting the Variance be consistent with the Growth Management Plan? Yes, approval of this Variance will not affect or change the requirements of the GMP with respect to 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. RECOMMENDATION: Staff recommends that the Collier County Hearing Examiner approve variance petition VA- PL20220001686, to reduce the required rear yard side setback for one-family screen pool enclosure from 10 feet to 6.8 feet to allow for the replacement of such a structure that was destroyed by Hurricane Irma with the condition that the property owner/applicant must satisfy permitting requirements for the issuance of Building Permit Application No. PRBD20171146585 and obtain a Certificate of Completion once built. Attachments: Attachment A – Survey Sketch of Boundary Survey, 06/29/2022 Attachment B – Public Hearing Sign Posting Attachment C – Applicant’s Backup, Application and Supporting Documents 3.C.a Packet Pg. 214 Attachment: Staff Report 09202020 (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.bPacket Pg. 215Attachment: Attachment A - Survey Sketch of Boundary Survey 06292022 (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) PAGE 2 OF 3 REVISIONS PROJECT NO. N/A 22-8578921-10112 SURVEY SKETCH OF BOUNDARY SURVEY NOT FOR FENCE CONSTRUCTION NOT FOR CONSTRUCTION NOT FOR DESIGN PHOTO PAGE 3884 PROGRESS AVE., SUITE 104 DRAWN BY: LFD PARTY CHIEF:239-403-1600 FAX 403-8600 F.L.A. SURVEYS CORP.NAPLES, FLORIDA 34104 PROFESSIONAL LAND SURVEYORS & MAPPERS - LB 6569 239-403-1600 FAX 403-8600 9220 BONITA BEACH ROAD, STE. 200 BONITA SPRINGS, FLORIDA 34135 3.C.b Packet Pg. 216 Attachment: Attachment A - Survey Sketch of Boundary Survey 06292022 (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 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. B.E. = BUFFER EASEMENT 12. BM = BENCHMARK 13. BOB = BASIS OF BEARING 14. BRG = BEARING 15. C# = CURVE NUMBER 16. C = CALCULATED 17. CB = CATCH BASIN 18. CHB = CHORD BEARING 19. CHD = CHORD 20. CLF = CHAINLINK FENCE 21. CM = CONCRETE MONUMENT 22. C0 = CLEAN OUT 23. CONC = CONCRETE 24. CP = CONCRETE PAD 25. CSW = CONCRETE SIDEWALK 26. CTV= CABLE TV RISER 27. CUE= COLLIER COUNTY UTILITY EASEMENT 28. D = DEED 29. DE= DRAINAGE EASEMENT 30. DH = DRILL HOLE 31. DI = DROP INLET 32. ELEC= ELECTRIC 33. EOP = EDGE OF PAVEMENT 34. EOR = EDGE OF ROAD 35. EOW = EDGE OF WATER 36. F= AS LABELED OR FOUND IN THE FIELD 37. F.A.C. = FLORIDA ADMINISTRATIVE CODE 38. FCC = FOUND CROSS CUT 39. FCM = FOUND CONCRETE MONUMENT 40. FEMA = FEDERAL EMERGENCY MANAGEMENT AGENCY 41. FDH = FOUND DRILL HOLE 42. FFE = FINISH FLOOR ELEVATION 43. FH = FIRE HYDRANT 44. FIP = FOUND IRON PIPE 45. FIR = FOUND IRON ROD 46. FN = FOUND NAIL 47. FND = FOUND 48. FPK = FOUND PK NAIL 49. FPK&D = FOUND PK NAIL AND DISC 50. GTE = TELEPHONE RISER 51. ILLEG. = ILLEGIBLE LB OR PSM NUMBER 52. LB = LICENSED BUSINESS 53. LBE = LANDSCAPE BUFFER EASEMENT 54. LME = LAKE MAINTENANCE EASEMENT 55. LP = LIGHT POLE 56. M = MEASURED 57. ME = MAINTENANCE EASEMENT 58. MH = MANHOLE 59. NAVD 1988 = NORTH AMERICAN VERTICAL DATUM OF 1988 60. NGVD 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929 61. NO ID = NO IDENTIFYING MARKINGS 62. (NR) = NON-RADIAL 63. NTS= NOT TO SCALE 64. OHP= OVERHEAD POWER 65. OHU = OVERHEAD UTILITY LINE 66. O.R. = OFFICIAL RECORD BOOK 67. P = PLAT 68. PC = POINT OF CURVATURE 69. PCC = POINT OF COMPOUND CURVATURE 70. PCP = PERMANENT CONTROL POINT 71. PG = PAGE 72. PI = POINT OF INTERSECTION 73. PK&D = PARKER KALON NAIL AND DISC 74. PLS = PROFESSIONAL LAND SURVEYOR 75. POB = POINT OF BEGINNING 76. POC = POINT OF COMMENCEMENT 77. PP = POWER POLE 78. PRC = POINT OF REVERSE CURVE 79. PRM = PERMANENT REFERENCE MONUMENT 80. PSM= PROFESSIONAL SURVEYOR AND MAPPER 81. PU & DE = PUBLIC UTILITY & DRAINAGE EASEMENT 82. PUE = PUBLIC UTILITY EASEMENT 83. ( R ) = RADIAL 84. R = RADIUS 85. RING = ITEM DETECTED BY METAL DETECTOR BUT NOT RECOVERED 86. RNG= RANGE 87. ROW = RIGHT-OF-WAY 88. RR SPK = RAILROAD SPIKE 89. SAT= SATELLITE DISH 90. SEC = SECTION 91. SPK&D = SET PK WITH DISC WITH LB NUMBER 92. SIR = SET 5/8" IRON ROD WITH LB NUMBER 93. TBM = TEMPORARY BENCH MARK 94. TECO= TAMPA ELECTRIC COMPANY 95. TEL = TELEPHONE FACILITIES 96. TOB = TOP OF BANK 97. TP = TRANSMITTER PAD 98. TUE = TECHNOLOGY UTILITY EASEMENT 99. TVR= TELEVISION RISER 100. TWP= TOWNSHIP 101. UE = UTILITY EASEMENT 102. VF = VINYL FENCE 103. W = WATER SERVICE 104. WB = WATER BOX 105. WF= WOOD FENCE 106. WPP= WOOD POWER POLE 107. WREC= WITHLACOOCHEE RIVER ELECTRIC COMPANY 108. = DELTA OR CENTRAL ANGLE OF CURVE 109. DIMENSIONS ARE IN FEET AND IN DECIMALS THEREOF 110. ELEVATIONS SHOWN HEREON ARE NAVD 1988 UNLESS OTHERWISE STATED 111. ALL PHYSICAL IMPROVEMENTS SHOWN WITHOUT DIMENSIONS ARE FOR INFORMATIONAL PURPOSES ONLY. THAT THEY DO EXIST, BUT WERE NOT NECESSARILY MEASURED IN THE FIELD. 112. NOTE: LEGAL DESCRIPTION PROVIDED BY CLIENT UNLESS OTHERWISE NOTED. 113. EASEMENTS AND RIGHT OF WAYS SHOWN ARE PER RECORDED PLAT OR AS FURNISHED BY THE CLIENT 114. FOUNDATION LINE BELOW THE SURFACE OF THE GROUND IS NOT REFLECTED 115. THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PURPOSES UNDER ANY CONDITION UNLESS OTHERWISE STATED 116. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS NOTED 117. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT OF WAYS, AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN 118. THERE ARE NO VISIBLE ENCROACHMENTS EXCEPT THOSE AS DELINEATED ON THIS PLAT OF SURVEY 119. TIES ARE TO FIELD LINES UNLESS OTHERWISE NOTED 120. 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 121. FENCES MEANDER ON AND OFF LINE, APPROXIMATE LOCATION ONLY UNLESS STATED OTHERWISE. 122. THE LINES ON THIS SKETCH DO NOT CONSTITUTE OWNERSHIP 123. THE INTENT OF THIS SURVEY IS FOR TITLE TRANSFER ONLY UNLESS STATED OTHERWISE. 124. FLORIDA STATUTE : TWO SITE BENCHMARKS ARE REQUIRED FOR CONSTRUCTION. 125. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. 126. 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: HTTP://WWW.FEMA.GOV/PLAN/PREVENT/FHM/TSD_EMAP.SHT PROPERTY OWNER SHOULD OBTAIN WRITTEN FLOOD ZONE DETERMINATION FROM LOCAL PERMITTING, PLANNING AND BUILDING DEPARTMENT PRIOR TO ANY CONSTRUCTION PLANNING AND/OR CONSTRUCTION 127. IN COMPLIANCE WITH F.A.C. 5J-17.052(2)(D)(4) – 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. 128. IF APPLICABLE, FENCES SHOWN MEANDER ON OR OFF LINES (APPROXIMATE LOCATION ONLY) 129. 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. 130. 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. 3.C.b Packet Pg. 217 Attachment: Attachment A - Survey Sketch of Boundary Survey 06292022 (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.cPacket Pg. 218Attachment: Attachment B - Public Hearing Sign Posting (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.cPacket Pg. 219Attachment: Attachment B - Public Hearing Sign Posting (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 220 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 221 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 222 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 223 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 224 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 225 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) Page 1 of 2 Operations & Regulatory Management Division ● 2800 North Horseshoe Drive ● Naples, FL 34104 ● 239-252-2400 www.colliercountyfl.gov ADDRESSING CHECKLIST Please complete the following and email to GMD_Addressing@colliercountyfl.gov or submit in person to the Addressing Section at the address listed below. This form must be signed by Addressing personnel prior to the pre-application meeting. Please allow 3 business days for processing. Not all items will apply to every project. Items in bold are required. FOLIO NUMBERS MUST BE PROVIDED. Forms older than 6 months will require additional review and approval by the Addressing Section. PETITION TYPE (Indicate type below. Complete a separate Addressing Checklist for each Petition type). BL (Blasting Permit) BD (Boat Dock Extension) Carnival/Circus Permit CU (Conditional Use Permit) EXP (Excavation Permit) FP (Final Plat) LLA (Lot Line Adjustment) PNC (Project Name Change) PPL (Plans & Plat Review) PSP (Preliminary Subdivision Plat) PUD Rezone RZ (Standard Rezone) SDP (Site Development Plan) SDPA (SDP Amendment) SDPI (Insubstantial Change to SDP) SIP (Site Improvement Plan) SIPI (Insubstantial Change to SIP) SNR (Street Name Change) SNC (Street Name Change – Unplatted) TDR (Transfer of Development Rights) VA (Variance) VRP (Vegetation Removal Permit) VRSFP (Vegetation Removal & Site Fill Permit) OTHER LEGAL DESCRIPTION of subject property or properties (copy of lengthy description may be attached) FOLIO (Property ID) Number(s) of above (attach to, or associate with, legal description if more than one) STREET ADDRESS or ADDRESSES (as applicable, if already assigned) •LOCATION MAP must be attached showing exact location of project/site in relation to nearest public road right-of-way •SURVEY (copy – only needed for unplatted properties) CURRENT PROJECT NAME (if applicable) PROPOSED PROJECT NAME (if applicable) PROPOSED STREET NAMES (if applicable) SITE DEVELOPMENT PLAN NUMBER (for existing projects/sites only) SDP - or AR or PL # Addressing Checklist (Rev 12/2021) - NAPLES TWIN LAKES 1ST ADD, BLK 6 LOT 9 LESS BEG AT NE CNR OF LOT 9, S 49DEG W 205.12FT,8.44 FT ALG CURVE, N 50DEG E 15-49-25 3.C.d Packet Pg. 226 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly)4 See Attached Legal Description 63450360104 1411 N. Alhambra Circle, Naples, FL 34103 Addressing Checklist (Rev 12/2021) Page 2 of 2 Operations & Regulatory Management Division ● 2800 North Horseshoe Drive ● Naples, FL 34104 ● 239-252-2400 www.colliercountyfl.gov Project or development names proposed for, or already appearing in, condominium documents (if application, indicate whether proposed or existing) Please Return Approved Checklist By: Email Personally picked up Applicant Name: Phone: Email: Signature on Addressing Checklist does not constitute Project and/or Street Name approval and is subject to further review by the Operations Division. FOR STAFF USE ONLY Folio Number Folio Number Folio Number Folio Number Folio Number Folio Number Approved by: Date: Updated by: Date: IF OLDER THAN 6 MONTHS, FORM MUST BE UPDATED OR A NEW FORM SUBMITTED. 63450360104 7/26/22 3.C.d Packet Pg. 227 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly)4 Kenneth G. Kelly, Jr. (239) 580-9022 KGKJRBAMA@AOL.COM AFFIDAVIT OF AUTHORIZATION FOR PETITION NUMBERS(S) ______________________ _ I, Kenneth G. Kelly, Jr. (print name}, as--------------(title, if applicable} of_=---------==---------(company, If applicable}, swear or affirm under oath, that I am the (choose one} owner[Uapplicant[Jcontract purchaser0and that: 1. I have full authority to secure the approval(s} requested and to impose covenants and restrictions on the referenced property as a result of any action approved by the County in accordance with this application and the Land Development Code; 2. All answers to the questions in this application and any sketches, data or other supplementary matter attached hereto and made a part of this application are honest and true; 3. I have authorized the staff of Collier County to enter upon the property during normal working hours for the purpose of investigating and evaluating the request made through this application; and that 4. The property will be transferred , conveyed, sold or subdivided subject to the conditions and restrictions imposed by the approved action. 5. We/I authorize ____________________ to act as our/my representative in any matters regarding this petition including 1 through 2 above. *Notes: • If the applicant is a corporation, then it is usually executed by the corp. pres. or v. pres. • If the applicant is a Limited Liability Company (L.L.C.) or Limited Company (L.C.), then the documents should typically be signed by the Company's "Managing Member." • If the applicant is a partnership, then typically a partner can sign on behalf of the partnership. • If the applicant is a limited partnership, then the general partner must sign and be identified as the "general partner" of the named partnership. • If the applicant is a trust, then they must include the trustee's name and the words "as trustee". • In each instance, first determine the applicant's status, e.g., individual, corporate, trust, partnership, and then use the appropriate format for that ownership. Under penalties of perjury, I declare that I have read the foregoing Affidavit of Authorization and that fue_rar:~ ~•y 2 ,,-J/;/A 1 Si STA TE OF FLORIDA COUNTY OF COLLIER ~ Date The foregoing instrument was acknowleged before me by means of ~ysical presence or_ 3 rc;1 day of m~/y , 2022., by (printed name of owner or qualifier) ...£~..;..::,.~.::..,4~....i.....:,J...../.~...LJ..-4-4--,.,1....!..;=.:.. I Such person(s) Notary Public must check applicable box: ~re personally known to me D Has produced a current drivers license ______ _ D Has produced _________ as identification. Notary Signature : fil :D &, CP\08-COA-00115\155 REV 3/4/2020 .... ,,,.,_ .............. • * 1 !If "to,,1.~ SHERRIE ODE Commlulon IOG S1H15 Explrtt July 31, 2023 Ben4td Thnl !Ydfet NMary ltN!cta 3.C.d Packet Pg. 228 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 229 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 230 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 231 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 232 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 233 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 234 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) NATURE OF PETITION This is my request to reduce the rear yard accessory setback from 10 feet to 6.8 feet for a swimming pool screen enclosure pursuant to LDC section 4.02.03.D for a property located at 1411 Alhambra Circle North, also described as a portion of Lot 9, Block 6, First Addition to Naples Twin Lake, in Collier County, Florida. Staff has determined that the Permit Number provided for the pool enclosure is in fact the pool permit and is inaccurate; the Pool Enclosure was constructed and received a Certificate of Occupancy/Completion by means of Permit No. 910004415, issued on 4/30/1991. The site plan accompanying this permit indicates the pool enclosure was to be 15 feet from the northern (rear) property The County did not require spot surveys to be submitted at the time this structure was built. I purchased the home on May 23, 2012, with a pool enclosure attached. In September of 2017, Hurricane Irma damaged the pool enclosure beyond repair and was removed due to safety reasons. Shortly thereafter, I contracted with Exceptional Aluminum, Inc. to replace the pool enclosure in the same location it existed before Hurricane Irma. Exceptional Aluminum, Inc. applied for the permit to replace the pool enclosure at the location it previously existed, and the permit was denied due to an encroachment of approximately 3.2 feet of the required 10 feet rear setbacks on the north side of the screen enclosure. Honestly, when I found this out, I did not have the money to go through this variance process at that time. Now, five years later after being diagnosed with chronic liver and kidney disease, my immune system is not good. Due to the location near Goodlette Road, the amount of traffic dust is not good for me and not to mention the bug bites. I am very susceptible to infection. Now I have the means to go through this variance process to replace/construct the said pool enclosure, I would like to do so. Furthermore, I have not done any site alterations including any dredging and filling. 3.C.d Packet Pg. 235 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) VARIANCE CRITERIA 3. a) Are there special conditions and circumstances existing which are peculiar to the location, size and characteristics of the land, structure or building involved. Response: Given the atypical shape of the subject lot it creates the 3.4 feet encroachment on the north side. Additionally, the pool enclosure was located on the subject property prior to my purchase of the same on May 23, 2012, and pre-dates my current ownership of the subject property. The pool enclosure was damaged beyond repair from Hurricane Irma in September of 2017 and at that time, I was informed that there was an encroachment of the rear setback upon attempting to replace the pool enclosure. It is my understanding the Pool Enclosure was constructed and received a Certificate of Occupancy/Completion by means of Permit No. 910004415, issued on 4/30/1991. b) Are there special conditions and circumstances which do not result from the action of the application such as pre-existing conditions relative to the property which is the subject of the variance request. Response: The pool enclosure pre-dates my current ownership of the property. I purchased the subject property on May 23, 2012, with the pool enclosure already constructed. 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. Response: The issue at hand was not known to me when I purchased the residence, and I want to make use of an otherwise perfectly good pool. After considering my options and finances it is not financially feasible for me to relocate the pool to incorporate the screen enclosure that is necessary to protect me from biting insects that could have a negative consequence given my weakened immune system. 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. Response: Yes, I am only requesting the minimum variance to make the most reasonable use of the small section of property. Due to my chronic liver and kidney disease, the screen will provide much needed reduction of the traffic dust from Goodlette Road, reduction of insect bites and to keep the diseased ridden vermin at bay. Although, I have a fence with locked gates around the entire back property, the 3.C.d Packet Pg. 236 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) enclosure would be an added level of security, for the health, safety, and welfare for all including wildlife. 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. Response: Consider the position of the house and pool which borders a county drainage ditch with apartments beyond that on the north side and three neighbors, I do not believe that granting the variance request will provide me with special privilege that is denied by the 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. Response: Replacing the pool enclosure in the same footprint that it existed in twenty plus years before my purchase in 2012, I believe the variance will be in harmony with the intent and purpose of the zoning code. I also believe the enclosure will not be injurious to my neighborhood nor any of my neighbors. It is not detrimental to public welfare. In fact, it is an extra layer of security and ascetics for all. g) Are there natural conditions or physically induced conditions that ameliorate the goals and objectives of the regulations such as natural preserves, lakes, golf course, etc. Response: The property line borders a county ditch that flows to Goodlette Road. Other than that, there are no natural conditions or physically induced conditions that ameliorate the goals and objections of the regulations. There are no natural preserves, lakes, golf course, etc. that will be affected. The property has a 6-foot wooden property fence enclosing the entire back yard. h) Will granting the variance be consistent with the Growth Management Plan? Response: I believe the County has a wonderful robust Growth Management Plan. As I understand the GMP pertains to actual land uses and not accessory structures or variances only impacting dimensional standards for structures. 3.C.d Packet Pg. 237 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 238 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 239 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 240 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 241 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 242 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) Permit Tracking and Inspection COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS PERMIT HISTORY REPORT PERMIT NBR: 910004416 JOB DESC: POOL STATUS: COED JOB LOCATION: 1411 ALHAMBRA CIR N FOLIO NUMBER: 0000063450360104 SUBDIVISION: 1289 / Naples Twin Lakes 1st Addition BLOCK: 6 LOT: 9 MASTER NBR: 0 TRS: 4 9 -25-15 TAZ: X COA: FLOOD ZONE: D OWNER NAME: REDDIES T R , ANGES H JOB PHONE: CERT NBR: 14772 DBA: NASSAU POOLS CONSTRUCTION,INC. JOB VALUE: $0.00 CONTACT NAME: KATHY CONTACT PHONE: (941)643 -0990 SETBACKS: FRONT: REAR: LEFT: RIGHT: SPECIAL: UNIT: TRACT: NONE WATER: SEWER: lr mportant Dates : IAPPLY IIAPPROVE llissuEo llco IIEXPIRE llcANCEL ll~~~iRE 04/30/1991 04/30/199 1 04 /3 0/1991 03 /26/1992 10/30/1991 lsubContractors: ~ SUB START IEND DATE llsTArnsll ci~~s IIDBA STATUS DATE lsubPermits: PERMIT lsT A TusllTYPE llcERT _ NBRlloBA IIJOBDESC NBR IF EE SCHEDULE: l~~E llsTArnslloEscRIPTION 11,vAIVEII AMOUNTI ENTER DATE DUE 08BPNP POSTED BLDG P ERMITS -NAPLES N $62.00 I I I I I 3.C.d Packet Pg. 243 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) lrnspection History: I IREQllcLAssll»ESCRIPTION/REMARKsllrrull~~E II c~gE I RES INSPECTOR DATE 3.C.d Packet Pg. 244 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 245 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 246 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 247 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 248 Attachment: Attachment C - Applicant's Backup and 3.C.d Packet Pg. 249 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 250 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 251 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 252 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 253 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North 3.C.d Packet Pg. 254 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 3.C.d Packet Pg. 255 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 3.C.d Packet Pg. 256 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents 3.C.d Packet Pg. 257 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 3.C.d Packet Pg. 258 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents 3.C.d Packet Pg. 259 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 260 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 261 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 262 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 263 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 264 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION / BUILDING REVIEW & INSPECTION 2800 N. Horseshoe Drive, Naples FL 34104 * Phone (239) 252-2400 Outstanding Corrections Date: November 29 , 2017 Contact Name: BRITTON ALUMINUM , LLC (OBA) EXCEPTIONAL ALUMINUM SALES & SERVICE Address: 8628 YUKON CT City, State Zip: SAINT JAMES CITY, FL 33956 Fax: <NO FAX NUMBER> Dear Applicant: PERMIT NO : PRBD2017114658501 APPLICATION NO: PRBD20171146585 JOB SITE ADDRESS: 1411 N Alhambra CIR Email:EXCEPTIONALALUMINUM@OUTLOOK.COM Plans submitted with the referenced permit have been reviewed . We are unable to approve your permit application for the reason(s) indicated below. Important information for Commercial Building Permits: • An approved site plan is required for approval of a commercial building permit. Correction comments will be provided until the approved site plan is submitted to the Building Plan Review and Inspection Division through the standard correction process. • Please be aware that fees identified in the Growth Management Department Development Services Fee Schedule and the Schedule of Fire Prevention and Control Fees will be applied , as applicable , to each correction submittal of the building permit application. Please coordinate correction submittals carefully to minimize the fees incurred . For Applications Submitted on Paper: • Review the corrections below to identify each document you will need to submit. • All corrections must be clouded. • Corrections to paper documents must be submitted in person; the GMO office receiving corrections is open until 4 :30 pm. • Submit 2 sets of corrected documents. • Submit 2 copies of the Letter of Response summarizing the changes made to address each correction comment below. JOB DESCRIPTION: REPLACING POOL ENCLOSURE DAMAGED BY IRMA W /NEW STRUCTURE IN EXISTING FOOTPRINT. 1411 N ALHAMBRA CIR Rejected Review: Zoning Review Reviewed By: Lisa Blacklidge Phone:239-252-2758 Email:LisaBlacklidge@colliergov.net Correction Comment 1: Proposed improvements do not meet setbacks. Rear setback is 1 O' for pool enclosures. In order to construct screen enclosure in current location you may be required to obtain a variance. Please contact the zoning department for more information. The main number is 239-252-2400 or the front zoning desk is 239-252-5603. ATTENTION: Collier County Plan Review and Inspections routinely reviews all outstanding permit applications in order to determine their status. The review process includes appropriate responses from the permit applicant when the permit cannot be approved. When the applicant is advised of deficiencies and does not respond within 180 days with corrected plans or an appeal to the Code Enforcement Board, the permit application will be can celed as per Collier County Ordinance 2002-01, Section, 104.5.1.1 to 104.5.1.4 (as amended). 3.C.d Packet Pg. 265 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) C~er Cou11ty ~ GroYAh l\magement [)epaJ1men1 BUILDING PERMIT APPLICATION 2800 N. HORSESHOE DR ., NAPLES, FL 34104 I TEL: (239 )252 -2400 Directions: Appficonts musr complete all fields. Please follow the Building Penn it Application lnstn.Jetions to complete this Appfication. 8.1. Primary Permit II (,farry)'. 8.3. Building Type: --r--------------B.2. Master Permit# (,forr;t-01 & 2 Family dwelr.1"4fr ownhou.se O Mobile/Manufactured home O Residential 3+ units/Mult~ fa mi.\' Q Commercial 8.4. Permittee Type: Property Information 8.5. Parcel/Folio II: 8.6. Job Street Address: B.7. Owner Name: B.8. CNmer Phone: 8.9. Subdivision: Lot/Block/Unit: 8.10. SDP/PUi: 0 Contractor Q Design Professional Q Ovmer Builder NM-e s-toJ/11 LC1..ke .S /-5,f Lo+ q I Btk (p 1 (l o 'rf: I Contractor Information au. license/I: 8.13. Company Name: B.14. Qualifier Name: B.15. Contact Name: 8.16. Company Address: /Md(~l~() 8.17. Company Phone: 8.18. Fax11 : B.11. ·PL#Filename: B.19.a ... Email 1: ~)(t '-'1:>i\b v...fo...luM, "-.,.l,Jt'\ {'.;;) ovd:h·,,,t ,(_~'j\..., "Optfonal-Secrch e>'isting Filenames on Oty\liew Portal. Cl. Subcontractors: D EL£C O PLUMB O MECH O Roof C2. PermitType: Sr . .r ,, <'-<\ C i \C. \~<,. ~u L f , < \ C3. Fire Permit Type: C 4. Construction Type: CS. Occupanty: C.6. Water Service: 8.19.b. ··Email 2: 0 ''Do no/ 11.,e Emoil(s}as primary contact method. D Septic D Low Voltage D Shutters D ElfCT from house D Gas C.8. Fire Sprinkled: C9. Permit by Affidavit: C. 10. Private Provider: Cll. Threshold Building: C12. Vegetat ion dearing: D.1. Description ofWork{Jl'o-Merehv/: 0.2. Project Name (,fany): ___________ D.3. Declared Value: S q 7-c,, J': c.:,:-d.._ £1le-~:'I\.? Y:i•·l ~,'!_'1~~r~ ~~;:~r ,A bi :-CUA-4.. w/11~~0 D.4. Residential Sq. Ft.: D.4 .a. New Const. 0.4.b. Work Area (Sq. Ft.) D.4.c. Work Area (Sq. Ft.) 0.4.d. Totals by Area New Const. (Complete 0.4 a.&· D.4.tl} #Stories: DA b.. living: o..i.u living: lOTAI.IJ\,r;j; 0 DAb.• Non-living: l]t] 7 oA.c.ii. Non-livine: TOTALNcr>tw·e; 0 Addition ((:yr.pk:eDAc &a4.b) 11 Units: --- # Bedro oms: TOTAL: 0 TOTAL: 0 Alteration /Comp/ere D.4.c.J # BaL'lroorns: D.S. Comm ercial Sq . Ft.: 0.5.a. New Const. D5.b. Work Area (Sq. FL} D.S.c Work Area (Sq. Ft.) New Con...<t. (6:lmP:cCP D.5 u e D5 b) II Stories: Interior: Interior: Add ition (CcmpleteDS.a. E. DS./J.) ti Units: Exterior. Exterior: 0 Revis~ Date: S/10/17 Veni on 1 0 This Is page 1 of 3 pages of the Suilding Permit Applicat lon. Please submit all 3 pages when comp lct(!d. 3.C.d Packet Pg. 266 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) BUIIDING PERMIT APPLICATION 2800 N. HORSESHOE DR., NAPLES, FL 34104 I TEL : (239) 2S2-2 400 NOTICE OF COLLIER COUNTY ADDITIONAL REGULATIONS NOTICE OF ADDITIONAL RESTRICTIONS : In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the pub lic records of this County, and there may be additiona l permits requi re d from other governmental en tities such as the Water Management District, State agencies, or Fed eral age ncie s. WARNING OF POSSIBLE DEED RESTRICTIONS: Th e land subject t o this permit ma y be subject to deed, a nd other restrictions that ma y limit or impai r the landowner's rights. Colli er Co unty is not r esponsible for the enforcement of these r estriction s, nor are Collier County employees authorized to provide legal or business adv ice to th e public r elative to these r estrictions. The landowner or any applicant acting on behalf of the la nd owner is cautioned to seek profes sional advice. WARNING O F WORK IN THE COUNTY RIGHT-OF-WAYS : This permit does not authorize construction or installation of an y structure o r uti lity, above or below ground, w ithin any right of way or easeme nt re served for acc ess, drainage or uti lity purposes. Th is re striction specificall y prohibits fencing, sp r inkle r systems, landscap in g other than sod, sign s, water, sewe r, cab le and draina ge work therein . If such improvements are necessary, a sepa rate permit for that purpose must be obtained from the Growth Management Department. NOTICE OF CLEARING RESTRICTIONS: The issuance of a building pe rm it for a sing le-family dwelling allows u p to one (1) acre of native vegetation to be cle ared. Clearing more than on e (1) acre may b e allowed for acc esso ry structures and re quires a separate Vegetation Removal Permit. Pr o perties located in the fo ll owing zoning distric t overlays may not be allowed to clear one (1) ac re: Ru ral Fringe Mixed Use Dist rict {RFMU), Big Cyp ress Area of Conce rn {ACS(), and Specia l Treatment Overlay (ST). There may be additional res tri ctions related to clearing native vegetation and impa ct s to wetlands or protected speci es fot1 nd on t he p roperty. State and Federal agency permi ts may be required. Contact the Growth Manageme nt Depa rtmen t 's Environmental Services at (239 ) 252-2400 for add itional informa t ion. Issuance of a Demolition Permit for a structu re does not authoriz e removal of vegetation beyond the footprint of the structure. A Demo Per mit is not a clearing pe r mit. By initializing, I am acknowledging tha t I ha ve read and understan d this Notice of Colli er County Ad ditional Initial s Owner, or Agent of Ow ner, or Contractor's initials ore required. ~~vi!e1 oa:e: 2/i0/17 Version 1.0 This is page 2 o f 3 page s of the Building Permi t Aopllca tion. Please submit all 3 paee.s when ccmp leted. 3.C.d Packet Pg. 267 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) BUILDING PERMIT APPLICATION 2800 N. HORSESHO E DR., NAPLES, Fl 34104 I TEL : (239) 252 -24 00 ACKNOWLEDGEMENT OF COLLIER COUNTY REGULATIONS Applic ation is hereby made to obtain a p ermit to do the work and installations as indicated . I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in th is jurisdiction. The permit or application fee may ha ve additional fees imposed for failing to obtain permits prior to commencement of const ruction. The approved permit and/or permi t application expi res if not commenced within 180 days from the date of issuance. The permittee further u nderstands t ha t only licensed contractors may be employed and that the structure will not be used or occupied until a certificate of occupancy is issued. By signing this permit application, I agree that I have been r etained by the owner/perrnittee to provide contracting services for the trade for which I am lis ted. Furthermore, it is my responsibility to notify the Bu i lding Plan Review and lnspec♦• -O~vision should I no lo nger be th contractor responsible for providing said co ntrac t ing services. I fu r ther agree that I understand h t th e review · d i . · t is it_ does not exempt me from complying with all County Codes and Ordinances. It od ti a1a>r,1rtrM'r,...:,iF11 rmitJt:ee is the owner of the permit u' ,,✓., 7 ~:::::::~~~::"~.:+-...i...=-L,:...:.-1.-~1/f-fl----_S..;;ig_n _: _.,c...~~ .... ..,,.~.:;.....,*/~/~,...:::,.e-------- State of f='(_ in the County of __ L_e,-e_..:c:.,-===---State The foregoi ng instrument was acknowledged before me this , 2o_j_J_by The foregoing instrument was acknowledged before rne this ;i..... N :,/ -='-=-day of _ __,_.____ ....... =-.v ___ __, -----------., (name of person) w~personally k_nown tQJPI? or who has per~~known to~ o r who has produced ________________ (type produced ________________ (type of i dentification) as identification. of identification) as identi fication. Notary Signature: Notary {Seat) l~~v.~~"""'°"""""""""'-·.- Email: _________________ Phone: ______________ _ NOT IC E OF COMMENCEMENT INFORMATIO N Per Florida Statutes 713.135 a Notice o f Commencement (NOC) is required for construc tion of improvements tot aling m ore than $2,500, with certain exceptions. Fo r A/C Repairs or Replacements a notice of commencement is required for improvements more than or equal to$ 7,500. The applicant shall file with the issuing authority pri or to the first inspec tion either a certi fied copy of the recorc1ed NOC or a no ta ri zed statement that the NOC has been filed for reco rding, al ong with a copy tnereof. In order to comp l y with th e st ate requirement, permits will be placed in inspection ho ld until proof of the NOC is fi led with the building permitting and inspe ction department. The i ssuing authority sha ll not perform or approve subsequent inspectiors until the applicant file s by ma il, facsi mile, hand de l ivery, email or any other means such as certified copy with t he issuing ;;iuth ority. WARNING TO OWNER: YOUR FAILURE TO RECORD A N OTICE OF COMM ENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR I MPROVEM ENTS TO YOUR PROPERTY. IF YOU INTE ND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORN EY BEF ORE RECO RDI NG YOUR NOTICE OF COMMENCEMENT. A N OTICE OF COMMEN CEMEN T MUST BE RECO RDE D AND PO STED ON THE JOB SITE BEFOR E THE FIRST INSPECTION. Reviit:O :>ate: 8/10/17 version l 0 T.riis i~ par;c 3 o f 3 p:iges of t he SuHd:ng Permi t Appiic~t ·o:"' P-~Jse submit aH 3 pages when ccm;-,h:tt.·.!. 3.C.d Packet Pg. 268 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) State of Florida Affidavit In Lieu of Certified S ite Plan to be filed with Permit Application ... ·--·-·-·-Gotmty-of-Gollier-·-···-···----·--· --·---·····-· --·---··----·-·-······----·---------··------ I hereby agree that should any work perfonned under this pennit result in a nonconfonnity with any setback(s), elevation or easement requirement(s) established by Collier County or any other applica~le agency, I will have no sustainable rebuttal against Collier County Government and will immed iately remediate the nonconfonnity at no expense to Collier County Government. Signed: ~ ~ Printed Name : ~GJ) l/r1i I\ y ,.__s c:. / / (Check one) Owner/Builder LJ Contractor rYJ Design Profess ional LJ AFFIRMED AND SUBSCRIBED before me, the undersigned authority, on JJ0~1 J o , 20!1, by · l<JlLn Va n -r C,tSe. f ( (check one) who is personally known to me rX 1 or who provided---------.,.-----as identification LJ. (Seal) NOUl,Y Public State of Flonda Maran a Gre en My c omm,e.s ,on GG 152887 Exp,rea 10/1 8/2021 · .. :: . ,\ ·;-·.. 1)1\'\ll L() /v;, , ,khr2...u~ NOTARY PUBLIC -State of El Or C J..ec . Printed Name: fYl CU"-) hc::l 6 ve ((1 My commission expires : / 0 / 1 ~ { Ju J-( 3.C.d Packet Pg. 269 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 270 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 271 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 1411 North Alhambra Cir Kelly) 3.C.d Packet Pg. 272 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 3.C.d Packet Pg. 273 Attachment: Attachment C - Applicant's Backup and Suppoerting Documents (23468 : PL20220001686 VA 10/13/2022 COLLIER COUNTY Collier County Hearing Examiner Item Number: 3.D Item Summary: Petition No. BDE-PL20220003152 - 1521 Gordon River Ln - Request for a 2- foot boat dock extension from the maximum permitted protrusion of 20 feet for waterways greater than 100 feet in width, to allow for the widening of the internal portion of an existing U-shaped dock and the addition of a 60 square foot floating dock that will protrude a total of 22 feet into a waterway that is 122± feet wide, pursuant to LDC Section 5.03.06. The subject property is located at 1521 Gordon River Lane and is further described as Lot 19, Nature Pointe, in Section 35, Township 49 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 4 Meeting Date: 10/13/2022 Prepared by: Title: Planner – Zoning Name: John Kelly 09/22/2022 4:28 PM Submitted by: Title: Zoning Director – Zoning Name: Mike Bosi 09/22/2022 4:28 PM Approved By: Review: Growth Management Operations & Regulatory Management Kenneth Kovensky Review Item Completed 09/22/2022 5:32 PM Hearing Examiner (GMD Approvers) Diane Lynch Review Item Completed 09/23/2022 6:40 PM Zoning Ray Bellows Review Item Completed 09/25/2022 3:10 PM Zoning Mike Bosi Division Director Completed 09/26/2022 4:41 PM Hearing Examiner Andrew Dickman Meeting Pending 10/13/2022 9:00 AM 3.D Packet Pg. 274 BDE-PL20220003152 – 1521 Gordon River Ln Page 1 of 7 September 20, 2022 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: GROWTH MANAGEMENT DEPARTMENT ZONING DIVISION - ZONING SERVICES SECTION HEARING DATE: OCTOBER 13, 2022 SUBJECT: BDE-PL20220003152, 1521 GORDON RIVER LANE _________________________________________________________________________ PROPERTY OWNER/APPLICANT: AGENT: Florida 4 Figs, LLC Jeff Rogers 15224 Hideaway Ridge Rd. Turrell, Hall & Associates, Inc. Rogers, AR 72758 3584 Exchange Ave. Naples, FL 34104 REQUESTED ACTION: The petitioner requests a 2-foot boat dock extension from the maximum permitted protrusion of 20 feet for waterways greater than 100 feet in width, to allow for the widening of the internal portion of a U-shaped boat docking facility protruding a total of 22 feet into a waterway that is 122± feet wide, pursuant to Section 5.03.06 of the Collier County Land Development Code (LDC), for the benefit of the subject property. GEOGRAPHIC LOCATION: The subject property is located at 1521 Gordon River Lane, further described as Lot 19, Nature Pointe, 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 subject PUD only references private docks as being an allowable accessory use in conjunction with a single-family residence; therefore, setbacks default to the Collier County Land Development Code (LDC), Ordinance 04-41, as amended. Said property is improved with a single-family dwelling, comprises 0.21 acres, and has 80 feet of water frontage. The dock facility is presently existing and was constructed in accordance with Building Permit Nos: 2001080650 and PRBD20130100857; see Attachments E and F. (Continued on Page 3) 3.D.a Packet Pg. 275 Attachment: Staff Report 09202022 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) BDE-PL20220003152 – 1521 Gordon River Ln Page 2 of 7 September 20, 2022 3.D.aPacket Pg. 276Attachment: Staff Report 09202022 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs BDE-PL20220003152 – 1521 Gordon River Ln Page 3 of 7 September 20, 2022 Purpose/Description of Project (Continued) The property owner/applicant recently engaged a contractor to increase the internal width of the existing docking facility and to add a 5-foot by 12-foot floating dock for recreational use. The contractor proceeded to obtain a building permit to perform said work; however, it became apparent that a Certificate of Completion couldn’t be issued as the most current survey reveals a protrusion of 22 feet from the property line (the most restrictive point). Researching the previously issued permits reveals the protrusion issue was caused during the initial construction of the dock facility as the site plan correctly depicts a 20-foot protrusion, whereas the As-Built Survey indicates a protrusion of 20.7 feet. At this time, the applicant desires to remedy the protrusion issue by means of the subject BDE; the only modifications being proposed are to shave off interior portions of the U-shaped dock to allow for the mooring of a wider vessel and to add a 5-foot by 12-foot floating dock to the north side. SURROUNDING LAND USE & ZONING: North: Single-family dwelling within Tract M-1 of the River Reach PUD East: Gordon River Lane cul-de-sac (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 which is located within a Public (P) Zoning District. Aerial – Collier County GIS 3.D.a Packet Pg. 277 Attachment: Staff Report 09202022 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) BDE-PL20220003152 – 1521 Gordon River Ln Page 4 of 7 September 20, 2022 ENVIRONMENTAL EVALUATION: Environmental Planning Staff has reviewed this petition and has no objection to the granting of this request. Existing dock, upon completion of work as built survey revealed that dock extended past 20 feet. A submerged resources survey provided by the applicant found no submerged resources in the area 200 feet beyond the proposed docking facility. BDE Exhibits sheet 4 of 7 provides an aerial with a note stating that no seagrasses were observed within 200 feet. 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 th e 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. indicates the typical number of slips for a single-family use should be no more than two. The petitioner desires to construct a dock facility with a single slip with a floating dock for recreational use. 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 the 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: “See attached survey and associated BDE exhibits illustrating the existing shoreline and associated base of riprap. At the 20-foot protrusion line when taken from the platted property line there are just not sufficient water depths to accommodate the dock and average vessel beam width of 10 feet. The dock has 3.D.a Packet Pg. 278 Attachment: Staff Report 09202022 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) BDE-PL20220003152 – 1521 Gordon River Ln Page 5 of 7 September 20, 2022 been brought into the shoreline as much as possible and the outer walkway of the dock has been minimized down to less than 2 feet wide is smaller than what is recommended for safe routine access to the vessel but that is what is existing. Overall, there are insufficient water depths to moor a vessel or provide safe access to the docking facility within the 20- foot protrusion mark for the average-sized vessels in today’s boat market.” 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 proposed dock facility will only protrude 22 feet from the platted property line and 18 feet from the MHWL into the subject waterway that is approximately 122± feet wide from MHWL to MHWL. The entire waterway is used for navigation as there are no navigational markers indicating the exact thread of navigation. The proposed docking facility allows adequate space for navigation as there will be no docks constructed along the opposite shore. 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 proposed dock facility will protrude 22 feet from the platted property line and 18 feet from the MHWL into the subject waterway that is approximately 122± feet wide from MHWL to MHWL thus the dock will occupy 14.75 percent of the waterway which leaves 85.25 percent open for navigation. 5. Whether the proposed location and design of the dock facility are 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 primary dock facility has been in place since 2001, the only addition is a 60-square-foot floating dock to the north which has been located 15 feet from the side/riparian line as required. Said dock will not extend any further south than it already does and is 21 feet from the south side/riparian line. 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 proposed dock facility was primarily governed by the County guidelines and the approved PUD for the River Reach. The one 3.D.a Packet Pg. 279 Attachment: Staff Report 09202022 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) BDE-PL20220003152 – 1521 Gordon River Ln Page 6 of 7 September 20, 2022 special condition for the property which is not unique is the fact that the property line is the most restrictive and therefore there is approximately 4 feet of the dock that is not even over the water being landward of the MHWL. Additionally, with a rip-rap shoreline, the dock and associated boatlift/slip must protrude further out into the waterway to avoid being located over rock. These factors again are not unique for just this property but are part of the design criteria one must consider when proposing a dock design.” 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 dock facility has been minimized in order to meet the County dock building guidelines, the approved PUD, and be constructed within the 25% width of the waterway. The proposed/existing dock design is consistent with the other existing dock along the subject shoreline some of which have been approved for BDEs in the past. Additionally, the design does provide adequate and safe access to and from the vessel while still allowing room for other recreational use like fishing and kayak/paddle access and storage on the dock.” 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 not met. The subject property has 80 feet of water/canal frontage, and the proposed dock facility has been designed to moor a single 30-foot vessel which equates to 37.5 percent 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. There should be no greater impact to views than that which previously existed as a result of the previously permitted dock facility which has been in place since 2001. 5. Whether seagrass beds will be impacted by the proposed dock facility. (If seagrass beds are present, compliance with subsection 5.03.06(I) of the LDC must be demonstrated.) Criterion met. There are no seagrass beds present on the property nor the neighboring properties within 200 feet of the existing dock structure. 6. Whether the proposed dock facility is subject to the manatee protection requirements of subsection 5.03.06(E)(11) of this Code. (If applicable, compliance with section 5.03.06(E)(11) must be demonstrated.) 3.D.a Packet Pg. 280 Attachment: Staff Report 09202022 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) BDE-PL20220003152 – 1521 Gordon River Ln Page 7 of 7 September 20, 2022 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 sea-walled basin of Port of the Islands; the subject property is not located within Port of the Islands. Staff analysis finds this request complies with five of the primary criteria. With respect to the six secondary criteria, one of the criteria is found to be not applicable and the request meets four of 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 petitioner may appeal such final action. Such appeal shall be filed per Section 2-88 of the Collier County Code of Ordinances within 30 days of the Decision by the Hearing Examiner. An aggrieved non-party may appeal a decision of the Hearing Examiner to the Circuit Court of Collier County within 30 days of the decision. In the event that the petition has been approved by the Hearing Examiner, the applicant shall be advised that he/she proceeds with construction at his/her own risk during this 30-day period. Any construction work completed ahead of the approval authorization shall be at their own risk. STAFF RECOMMENDATION: Based on the above findings, staff recommends that the Hearing Examiner APPROVE Petition BDE-PL20220001854, to allow for the widening of the internal portion of the existing U-shaped dock and the addition of a 60 square foot floating dock as depicted within the plans contained within Attachments A and B, with the condition the applicant must re-activate Building Permit No. PRBD20210626117 and obtain a Certificate of Completion upon finishing construction. Attachments: A) Proposed Site and Dock Plans B) Map of Boundary Survey – Proposed Dock Site Plan C) Public Hearing Sign Posting D) Building Permit Info – PRBD20210626117 E) Building Permit Info – 2001080650 F) Building Permit Info – PRBD20130100857 G) Applicant’s Backup – Application and Supporting Documents 3.D.a Packet Pg. 281 Attachment: Staff Report 09202022 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 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 26.162616<> LONGITUDE:W -81.782468SITE ADDRESS:<> 1521 GORDON RIVER LNNAPLES, 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:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg LOCATION MAP 6/23/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-16-2222070-35251521 GORDON RIVER LNLOCATION MAP49-------------------01 OF 07COLLIER COUNTYCOLLIER COUNTYGULF OF MEXICOGULF OF MEXICO8588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTY3.D.bPacket Pg. 282Attachment: Attachment A - Proposed Site and Dock Plans (23469 : PL20220003152 BDE 1521 Gordon NESW0153060SCALE IN FEETSITE ADDRESS:,1521 GORDON RIVER LNNAPLESFL34104Turrell, 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:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg EXISTING CONDITIONS 6/23/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-16-2222070-35251521 GORDON RIVER LNEXISTING CONDITIONS49-------------------02 OF 07·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 SURVEYING, INC."04-21-21-1.63'+0.44'80'384122'PROPERTYBOUNDARYMHWL122' MHW TO MHWEXISTINGDOCKEXISTINGRIPRAPRIPARIANLINERIPARIANLINE14'35' 15' 21'3.D.bPacket Pg. 283Attachment: Attachment A - Proposed Site and Dock Plans (23469 : PL20220003152 BDE 1521 Gordon P:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg 6/23/2022NESW081632SCALE 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:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg PROPOSED SITE PLAN 6/23/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-16-2222070-35251521 GORDON RIVER LNPROPOSED SITE PLAN49-------------------03 OF 07·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:PROPERTYBOUNDARYMHWLEXISTINGDOCKEXISTINGRIPRAPRIPARIANLINE"COURT GREGORY SURVEYING, INC."04-21-21-1.63'+0.44'80'384122'38438422'15' 21'22'35'11.8'1.5'18'12.6'3.D.bPacket Pg. 284Attachment: Attachment A - Proposed Site and Dock Plans (23469 : PL20220003152 BDE 1521 Gordon 0248SCALE 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:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg CROSS SECTION 6/23/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-16-2222070-35251521 GORDON RIVER LNCROSS SECTION49-------------------04 OF 07MHW +0.44' (NAVD '88)MLW -1.63' (NAVD '88)EXISTING DOCKEXISTING BOAT LIFTEXISTING RIPRAP22' PROTRUSION FROM PROPERTY LINEPROPERTY LINE18' PROTRUSION FROM MHWL12.6'3.D.bPacket Pg. 285Attachment: Attachment A - Proposed Site and Dock Plans (23469 : PL20220003152 BDE 1521 Gordon P:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg 6/23/2022NESW0153060SCALE IN FEETPROPERTYBOUNDARYMHWLTurrell, 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:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg SUBMERGED RESOURCE SURVEY 6/23/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-16-2222070-35251521 GORDON RIVER LNSUBMERGED RESOURCE SURVEY49-------------------05 OF 07110'10'200'TYPICAL DIVE TRANSECTNO SEAGRASSES WEREOBSERVED GROWINGWITHIN 200 FT OF THEPROPOSED PROJECTTRANSECT3.D.bPacket Pg. 286Attachment: Attachment A - Proposed Site and Dock Plans (23469 : PL20220003152 BDE 1521 Gordon P:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg 6/23/2022NESW0100200400SCALE IN FEETPROPERTYBOUNDARYTurrell, 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:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg ADJACENT DOCKS 6/23/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-16-2222070-35251521 GORDON RIVER LNADJACENT DOCKS49-------------------06 OF 0721'31'25'30'27'31'30'27'21'25'24'22'20'NOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.PROPOSED DOCK3.D.bPacket Pg. 287Attachment: Attachment A - Proposed Site and Dock Plans (23469 : PL20220003152 BDE 1521 Gordon NESW0153060SCALE IN FEETSITE ADDRESS:,1521 GORDON RIVER LNNAPLESFL34104Turrell, 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:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg WIDTH OF WATERWAY 6/23/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-16-2222070-35251521 GORDON RIVER LNWIDTH OF WATERWAY49-------------------07 OF 07PROPERTYBOUNDARYMHWL122' MHW TO MHW22'3.D.bPacket Pg. 288Attachment: Attachment A - Proposed Site and Dock Plans (23469 : PL20220003152 BDE 1521 Gordon 03/02/2022Digitally signed by Court Gregory DN: cn=Court Gregory, o=Court Gregory Surveying Inc, ou, email=cgs6004@comcast.net, c=US Date: 2022.03.02 16:54:24 -05'00'3.D.cPacket Pg. 289Attachment: Attachment B - Map of Boundary Survey - Proposed Dock Site Plan (23469 : PL20220003152 3.D.dPacket Pg. 290Attachment: Attachment C - Public Hearing Sign Posting (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.dPacket Pg. 291Attachment: Attachment C - Public Hearing Sign Posting (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 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: PRBD2021062611702 Job Site Address: 1521 Gordon River LN, Naples, Single Family Permit Description: MODIFY DOCK: REMOVE APPROX 27 SQ FT AND 37 SQ FT OF EXISTING DOCK, INSTALL (1) 16K LIFT AND WHERE THE LIFT IS GOING, 30 SQ FT OF DECKING WILL BE INSTALLED. REINSTALLING EXISTING LIFT TO MODIFY DOCK. EXISTING STAIRS AND SUB PANEL TO REMAIN. TOTAL OVER WATER SQ FT WILL BE 368 WHEN WORK IS DONE REV01 - Removing 56 sq ft to existing 384 sq ft dock, install 58 sq ft dock addition, install 60 sq ft floating dock in place of exisitng lift. Total over water will be 450 sq ft. 1521 GORDON RIVER LN LOT 19 Permit Issuance Date: 01/27/2022 Document List: Portal File Type Portal File Name 1.Approved Plans (PR)Construction Plans (SUB1SPECS - Prepared (Received).pdf) 2.Approved Plans (PR)SUB 4 NEW Construction Plans (SUB4 - PLANS.pdf) 3.Approved Plans (PR)SUB 4 NEW Conceptual Site Plan (SUB4 - SURVEY.pdf) 4.Approved Plans (PR)Approved Construction Documents Residential 5.Approved Plans (PR)Revision Construction Plans (REV1 SUB1 - PLANS.pdf) 6.Approved Plans (PR)Revision Construction Plans (REV1SUB1 - SURVEY - Prepared.pdf) 3.D.e Packet Pg. 292 Attachment: Attachment D - PRBD20210626117 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) APRIL@COLLIERSEAWALLANDDOCK.COM PRBD20210626117 1521 GORDON RIVER LN 63770001185 FLORIDA 4 FIGS LLC - ERIK FIGENSKAU REMOVING 56 SQ FT TO EXISTING 384 SQ FT DOCK, INSTALL 58 SQ FT DOCK ADDITION, INSTALL 60 SQ FT FLOATING DOCK IN PLACE OF EXISTING LIFT. TOTAL OVER WATER WILL BE 450 SQ FT FIGENSKAU 82 1500.00 14 December 21 3.D.e Packet Pg. 293 Attachment: Attachment D - PRBD20210626117 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) SCALE: DATE: DRAWN BY: REV: COLLIER SEAWALL & DOCK, LLC DRAWING NUMBER: APPROVED BY:SHEET NO. CUSTOMER SIGNATURE: FIGENSKAU - 1521 GORDON RIVER LN. - NAPLES 1"=30'-0" 04/09/2021 KD A1 EXISTING COND. - 2019 AERIAL PROPERTY LINE 1521 COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K PROPERTY LINE GORDON R IVER LNS:\Construction\FIGENSKAU, ERIK\2021\JOBS\ACTIVE JOB\1521 GORDON RIVER LN - DOCK MODIFICATION ~ 21-1075\CAD\FIGENSKAU - DOCK MOD.dwg, 12/14/2021 10:57:15 AM, DWG To PDF.pc33.D.e Packet Pg. 294 Attachment: Attachment D - PRBD20210626117 (23469 : PL20220003152 BDE 1521 Gordon River Ln R GFI WX2 W SCALE: DATE: DRAWN BY: REV: COLLIER SEAWALL & DOCK, LLC DRAWING NUMBER: APPROVED BY:SHEET NO. CUSTOMER SIGNATURE: FIGENSKAU - 1521 GORDON RIVER LN. - NAPLES 3/32"=1'-0" 02/24/2021 KD A2 PROPOSED DESIGN 11/23/2021 COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K - FISH TABLE - LADDER - BRONZE MUSHROOM LIGHT - LOW VOLTAGE LIGHT - SNOOK LIGHT - DEEP GLOW - BLUE - PHOTO CELL - SWITCH - GFI RECEPTACLE - REMOTE - GFI BREAKER - WATER SPIGOT - 10" "S" CLEAT - BUMPER - SHORE POWER W ML LV SL PC $ R GFI REMOVE APPROX 56 SQFT EXISTING STAIRS, TO REMAIN EXISTING SUB PANEL TO REMAIN APPROXIMATE MHWL PER SURVEY FROM COURT GREGORY SURVEYING, SURVEY DATE: 05/06/2021 20' DN PROPERTY LINEPROPERTY LINE80' 12'-6" NEW 12K LIFT ON (4) NEW PILES 5' 12'30' 12'-6" O-O 4'-3" EXISTING 384 SQFT DOCK PROPOSED 60 SQFT FLOATING DOCK 15'-4" PROPOSED 58 SQFT DOCK ADDITION 3' 6' NOTE: <> ALL DECKING TO BE ORIENTED AS SHOWN <> LIFT PILES TO BE 6'-6" ABOVE DECK FINAL OVER WATER STRUCTURE: 450 SFQT S:\Construction\FIGENSKAU, ERIK\2021\JOBS\ACTIVE JOB\1521 GORDON RIVER LN - DOCK MODIFICATION ~ 21-1075\CAD\FIGENSKAU - DOCK MOD.dwg, 12/14/2021 10:57:16 AM, DWG To PDF.pc33.D.e Packet Pg. 295 Attachment: Attachment D - PRBD20210626117 (23469 : PL20220003152 BDE 1521 Gordon River Ln R GFI WX2 W SCALE: DATE: DRAWN BY: REV: COLLIER SEAWALL & DOCK, LLC DRAWING NUMBER: APPROVED BY:SHEET NO. CUSTOMER SIGNATURE: FIGENSKAU - 1521 GORDON RIVER LN. - NAPLES 3/32"=1'-0" 04/09/2021 KD A3 ELECTRICAL DESIGN (4) #12 THHN IN 12" CONDUIT (3) #12 THHN IN 12" CONDUIT COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K - FISH TABLE - LADDER - BRONZE MUSHROOM LIGHT - LOW VOLTAGE LIGHT - SNOOK LIGHT - DEEP GLOW - BLUE - PHOTO CELL - SWITCH - GFI RECEPTACLE - REMOTE - GFI BREAKER - WATER SPIGOT - 10" "S" CLEAT - BUMPER - SHORE POWER W ML LV SL PC $ R GFI NOTE: <> ALL OVERCURRENT PROTECTION DEVICES TO HAVE A MINIMUM OF 30mA GFCI PROTECTION NEW 12K LIFT EXISTING DOCK EXISTING SUB PANEL TO REMAIN. ENSURE THE FEED IS GFI PROTECTED NEW 12K LIFT ON (4) NEW PILES PROPOSED FLOATING DOCK PROPOSED DOCK ADDITION (3) #12 THHN IN 12" CONDUIT S:\Construction\FIGENSKAU, ERIK\2021\JOBS\ACTIVE JOB\1521 GORDON RIVER LN - DOCK MODIFICATION ~ 21-1075\CAD\FIGENSKAU - DOCK MOD.dwg, 12/14/2021 10:57:16 AM, DWG To PDF.pc33.D.e Packet Pg. 296 Attachment: Attachment D - PRBD20210626117 (23469 : PL20220003152 BDE 1521 Gordon River Ln 3.D.ePacket Pg. 297Attachment: Attachment D - PRBD20210626117 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC)12/21/2021 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS PERMIT PERMIT #: PRBD2021062611701 PERMIT TYPE: MR ISSUED: 08-30-21 BY: APPLIED DATE: 06-02-21 APPROVAL DATE: 08-24-21 MASTER #: COA: JOB ADDRESS: 1521 Gordon River LN, Single Family, Naples JOB DESCRIPTION: MODIFY DOCK: REMOVE APPROX 27 SQ FT AND 37 SQ FT OF EXISTING DOCK, INSTALL (1) 16K LIFT AND WHERE THE LIFT IS GOING, 30 SQ FT OF DECKING WILL BE INSTALLED. REINSTALLING EXISTING LIFT TO MODIFY DOCK. EXISTING STAIRS AND SUB PANEL TO REMAIN. TOTAL OVER WATER SQ FT WILL BE 368 WHEN WORK IS DONE 1521 GORDON RIVER LN LOT 19 JOB PHONE: SUBDIVISION #: BLOCK: LOT: FLOOD MAP: ZONE: ELEVATION: FOLIO #: 63770001185 SECTION-TOWNSHIP-RANGE: 35-49-25 OWNER INFORMATION:CONTRACTOR INFORMATION: FLORIDA 4 FIGS LLC 15224 HIDEAWAY RIDGE ROAD ROGERS, AR 72758 COLLIER SEAWALL & DOCK, LLC 919 N COLLIER BLVD MARCO ISLAND, FL 34145 CERTIFICATE #:: C26340 PHONE: FCC CODE: CONSTRUCTION CODE: 0221 JOB VALUE: $12,562.90 TOTAL RES SQFT: 0 TOTAL COMM SQFT: 0 SETBACKS FRONT: REAR: 20'LEFT: 15'RIGHT: 15' SEWER: WATER: CONTACT NAME: CONTACT PHONE: Per Collier County Ordinance No. 2002-01, 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. 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 3.D.e Packet Pg. 298 Attachment: Attachment D - PRBD20210626117 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 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: PRBD2021062611701 Job Site Address: 1521 Gordon River LN, Single Family, Naples Permit Description: MODIFY DOCK: REMOVE APPROX 27 SQ FT AND 37 SQ FT OF EXISTING DOCK, INSTALL (1) 16K LIFT AND WHERE THE LIFT IS GOING, 30 SQ FT OF DECKING WILL BE INSTALLED. REINSTALLING EXISTING LIFT TO MODIFY DOCK. EXISTING STAIRS AND SUB PANEL TO REMAIN. TOTAL OVER WATER SQ FT WILL BE 368 WHEN WORK IS DONE 1521 GORDON RIVER LN LOT 19 Permit Issuance Date: 08/30/2021 Document List: Portal File Type Portal File Name 1.Approved Plans (PR)Construction Plans (SUB1SPECS - Prepared (Received).pdf) 2.Approved Plans (PR)SUB 4 NEW Construction Plans (SUB4 - PLANS.pdf) 3.Approved Plans (PR)SUB 4 NEW Conceptual Site Plan (SUB4 - SURVEY.pdf) 3.D.e Packet Pg. 299 Attachment: Attachment D - PRBD20210626117 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) SCALE: DATE: DRAWN BY: REV: COLLIER SEAWALL & DOCK, LLC DRAWING NUMBER: APPROVED BY:SHEET NO. CUSTOMER SIGNATURE: FIGENSKAU - 1521 GORDON RIVER LN. - NAPLES 1"=30'-0" 04/09/2021 KD A1 EXISTING COND. - 2019 AERIAL PROPERTY LINE 1521 COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K PROPERTY LINE GORDON R IVER LNS:\Construction\FIGENSKAU, ERIK\2021\JOBS\ACTIVE JOB\1521 GORDON RIVER LN - DOCK MODIFICATION ~ 21-1075\CAD\FIGENSKAU - DOCK MOD.dwg, 8/9/2021 1:31:09 PM, DWG To PDF.pc33.D.e Packet Pg. 300 Attachment: Attachment D - PRBD20210626117 (23469 : PL20220003152 BDE 1521 Gordon River Ln R GFI R GFI W W SCALE: DATE: DRAWN BY: REV: COLLIER SEAWALL & DOCK, LLC DRAWING NUMBER: APPROVED BY:SHEET NO. CUSTOMER SIGNATURE: FIGENSKAU - 1521 GORDON RIVER LN. - NAPLES 3/32"=1'-0" 02/24/2021 KD A2 PROPOSED DESIGN 08/09/2021 COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K - FISH TABLE - LADDER - BRONZE MUSHROOM LIGHT - LOW VOLTAGE LIGHT - SNOOK LIGHT - DEEP GLOW - BLUE - PHOTO CELL - SWITCH - GFI RECEPTACLE - REMOTE - GFI BREAKER - WATER SPIGOT - 10" "S" CLEAT - BUMPER - SHORE POWER W ML LV SL PC $ R GFI 31'-6" 12'-6" NEW 12K LIFT EXISTING 402 SQFT DOCK FILL IN APPROX. 30 SQFT REMOVE APPROX 37 SQFT 25'-4" INSTALL EXISTING LIFT AS SHOWN 15' EXISTING STAIRS, TO REMAIN EXISTING SUB PANEL TO REMAIN APPROXIMATE MHWL PER SURVEY FROM COURT GREGORY SURVEYING, SURVEY DATE: 05/06/2021 20' DN FINAL OVER WATER STRUCTURE: 368 SQFT REMOVE APPROX. 27 SQFT OF EXISTING DOCK relocate exst fish table PROPERTY LINEPROPERTY LINE80'S:\Construction\FIGENSKAU, ERIK\2021\JOBS\ACTIVE JOB\1521 GORDON RIVER LN - DOCK MODIFICATION ~ 21-1075\CAD\FIGENSKAU - DOCK MOD.dwg, 8/9/2021 1:31:10 PM, DWG To PDF.pc33.D.e Packet Pg. 301 Attachment: Attachment D - PRBD20210626117 (23469 : PL20220003152 BDE 1521 Gordon River Ln R GFI R GFI W W SCALE: DATE: DRAWN BY: REV: COLLIER SEAWALL & DOCK, LLC DRAWING NUMBER: APPROVED BY:SHEET NO. CUSTOMER SIGNATURE: FIGENSKAU - 1521 GORDON RIVER LN. - NAPLES 3/32"=1'-0" 04/09/2021 KD A3 ELECTRICAL DESIGN (4) #12 THHN IN 12" CONDUIT COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K COL LI E R S E A W A L L & D O C K - FISH TABLE - LADDER - BRONZE MUSHROOM LIGHT - LOW VOLTAGE LIGHT - SNOOK LIGHT - DEEP GLOW - BLUE - PHOTO CELL - SWITCH - GFI RECEPTACLE - REMOTE - GFI BREAKER - WATER SPIGOT - 10" "S" CLEAT - BUMPER - SHORE POWER W ML LV SL PC $ R GFI NOTE: <> ALL OVERCURRENT PROTECTION DEVICES TO HAVE A MINIMUM OF 30mA GFCI PROTECTION NEW 12K LIFT EXISTING DOCK INSTALL EXISTING LIFT AS SHOWN EXISTING SUB PANEL TO REMAIN. ENSURE THE FEED IS GFI PROTECTED S:\Construction\FIGENSKAU, ERIK\2021\JOBS\ACTIVE JOB\1521 GORDON RIVER LN - DOCK MODIFICATION ~ 21-1075\CAD\FIGENSKAU - DOCK MOD.dwg, 8/9/2021 1:31:10 PM, DWG To PDF.pc33.D.e Packet Pg. 302 Attachment: Attachment D - PRBD20210626117 (23469 : PL20220003152 BDE 1521 Gordon River Ln 3.D.ePacket Pg. 303Attachment: Attachment D - PRBD20210626117 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC)08/15/2021 / NOTES 1 THE BEARINGS SHOWN HEREON ARE BASEO ON THE WEST RIGHT OF WAY TINE OF OUTRIGGER LANE AS SHOWN IN PLAT BOOK 20 PAGE 21 OF COLLIER COUNTY, BEING NORTH OOD 53'25'EAST. 2.IMPROVEI',lENTS OTHER THAN THOSE SHOWN ARE NOTA PART OF THIS SURVEY 3.SAID OESCRIBED LAND IS SUBJECT TO ALL SUBDIVISION REGULATIONS. RESERVATIONS. RESTRICTIONS, ZONING AND RIGHTS.OF. WAY OF RECORD, 4,DATE OF FIELO SURVEY NOVEMBER 20.2012, NOTE IMPROVEI,4ENTS ANO UTILITIES NOT SHOI\N ARE NOTA PART OF THIS SURVEY. BOUNOARY INFORMATION SUPPLIED BY CLIENl 9 I 5 THIS SURVEY MAP IS NOTVALID WTHOUTTHE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER AODITIONS OR OELETIONS TO SURVEY MAPS OR REPORTS AY OTHER THAN THE SIGNING PARryOR PARTIES IS PROHIAlTED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES, LINE TABLE LNE LENGTH 22 76 s00"5325W t2 s47'r3 02 !! 30 59 6 SUBSURFACE AND ENVIRONMENTAL CONDITIONS VlERE NOT EXAMINED AS A PART OF THIS SURVEY. NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERI]EAO CONTAINERS, UTILITIES OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS PROPERTYSCALE 1' = a0' CURVE TAALE CURVE LENGTH DELiAANGLE ]IIORD D RECT ON cl 3312 50 00 Fz IJJ UJ @i (oa flcaio lJ,.l do = UJz utF =.no t Esatr-"F-tr FBO 7 ELEVATIONS SHOWN ARE BASED ON N.AV D DATUA,' OF 1988 OESCRIPTION OF BENCI-iI\,1ARK lS AS FOLLO\ /S N/A gOTTOM LOT 18 E ALL SURFACE ANO SUBSURFACE IMPROVEMENTS ON AND ADJACENTTO THIS PROPERTY ARE NOT NECESSARIIY SHOI N ON THIS SURVEY lvlAP. 9 SUAJECT PROPERTY IS SITUATED IN FLOOD ZONE' 'AS INOICATED ON FEMA FLOOO ZONE MAP PANEL NODATEO: aASE ELEVATION OETERMINED AT N/A 1O NO TITLE OPINION OR ABSTRACTTO THE SUBJECI PROPERTY HAS BEEN PROVIOED. ALL INFORMATION HAS BEEN SUPPLIED BYIHE CLIENT IT IS POSSIBLE THATTHERE ARE DEEDS EASEIVENTS, OR OTHER INSTRUI\,4ENTS (RECOROED OR UNRECORDED) W]ICH MAY AFFECT THE SUBJECT PROPERTY, NO SEARCH OF THE PUBTIC RECORDS HAS BEEN MADE EYTHE SURVEYOR, 11 THE LANO OESCRIPTION SHOWN HEREON IS BASED UPON THE INSTRUMENIOF RECORD 175'W|DE ORAINAGE CANAL EASEMENT s89'06',35"E (o.R. 121, PAGE 165) GORDON RIVER (") EXISTING 1O'U,E ANO SIDEWALK EASEMENT EASEMENT'A' 10'U E EASEMENT'8" 12 THE PURPOSE OF THIS SURVEY IS TO SHOW THE PROPOSEO DOCKADOITION W|TH RESPECTTO THE PLATTED SUBJECT PROPERry. PROPERTY LINES ARE SHOWN AS PLAT, TRACT 'C' D,E, 100.00 N89'07', '(P) (M) {(N\) 25 0E LOT 20 SET K iNITIALS J 1 Collier County Bldg. Rev. & Permitti! T 12s.00'(P) s8s.14'36"E 116 22 (M) ") I ls, IF 12 AOUNOARYLINE N89.06'35'W O = FOUND (') IRON ROD ( SURVEYOR lD #) (FlR) O = ser tz' lRoN Roo (PSf/ #6oo4XSlRC) ! = SET4" X,1" CONCRETE MONUMENT (PSM #6004XSClt4) EI = FOUND CONCRETE I\,llONU[,4ENT (SURVEYOR rD #XFCM) O= BENCHMARK (F-OUND OR SET) R/W = RIGHT OF WAY(R.o.W) O = FOUND NAIL OR PK NAIL ANo DISC ( SURVEYOR lD #) (FlR) O = SET PK NAIL AND DISC (PSl\4 {6004) (SPKN&D) FD = FoUND FN&TT = FOUND NAIL ANO TIN TAB B[,! = BENCHI',{ARK P.C P. = PERL4ANENT CONTROL POINT (#) P.R M = PERIVIANENT REFERENCE I\,|ONUI!4ENT (#) CBS=CONCRETE aLOCK & STUCCO FF = FINISHED FLOOR (PG) = PAGE CATV=CABLE TV CIUP . CORRUGATEO IVIETAL PIPE (N4) = FIELD L'IEASURE[/ENT U T.S.- UNITED TELEPHONE RISER (P) OR (D) = PLAT OR RECOROED(DEED) IVEASUREIVENT (C) = CALCULATED MEASUREIIENT CONC = CONCRETE (PB) = PLAT EOOK L[,lE = LAKE I,'IAINTENANCE EASEI\,IENT R.C.P. = REINFORCED CONCRETE PIPE PROP = PROPERry C.L.= CENTERLINE T.O B. = TOP OF BANK UE = UTILITY EASEI4ENT DE : DRAINAGE EASEIIIENT CUE = COUNTY (U.E ) LBE = LANDSCAPE BUFFER EASEI\,1ENI ELEC. ELECTRIC PUE = PUBLIC UTILITY EASEI\,4ENT SWE = SIDEWALK EASEI\,IENT MAP OF SPECIFIC PURPOSE SURVEY (DocK rN/PRovErilENT oNLY) LOT 19 OF I{ATURE POIilTE AS RECORDED IN PLAT BOOK 20 PAGE(S) 20-22 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA 1521 GORDON RIVER LANE 1521 OUTRIGGER LANE (BY PLAT) CERTIFY TO: DUANE THOMAS MAR IN ECONSTR UCTION CERTIFICATION I CERTIFY THAT THIS SURVEY WAS l\,lADE UNDER MY DIRECTION AND THAT IT MEETS THE IIIINIMUM TECHNICAL OAROS SET FORTH 8Y THE BOARD OF PROFESSIONAL SURVEYORS AND I\,,IAPPERS IN CHAPTER 61G17€, LORIDA ADI\.I!INISTRATIVE CODE, PURSUANT TO SECTION 72.027, FLORIDA STATUTES OTA CERTIFICATION OF TITLE, ZONING EASEMENTS OR REEDOM OF ENCUMBRANCES DATE OF FIELD SURVEY 11-20-2012 c.G.s. Court Gregory Surveying, lnc. of, H, GR GO Y N LB #7112 PSM # 6004 Date 01to812013 Job # EN101764 Fb EN1-5 Pg 30 761 Teton Courl Naples, Florida 34104 (239)643-7845 office (239)643-7856 fax (239\272-37 07 cell DATE O SIGN ED COURT + / ,1o'^'o * I I s2o'5637"E | 37 20l $ g = 1'renovevrrrs "or srownl z, Ii LOT'19c it3 696 I 3.D.f Packet Pg. 304 Attachment: Attachment E - 2001080650 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 CDPR2 O2 5 GOLLIER GOUNTY BOARD OF COUNTY GOMMISSIONERS GERTIFIGATE OF GOMPLETION Thj-s Certificate is issued persuant to the requirments of the Florida Building Code certifying that at Che tsime of issuance this structure was in compliance with the various ordinances of the councy regulating building construccion or use. Por the following: PERMIT NBR: 2001080650 CO NBR: 443005 STATUS: ISSUED CO TYPE: COMP ISSUED DATE: January LL, 20L3 ADDRESS: 1521 GORDON RIVER LN SUBDIVISION:13 02 Nature Pointe LOT: 19 BLOCK SLUC CODE:0 UTILITY COMPANY: JOB DESC: DOCK AND LIFT SEP ELEC NUMBER OF METERS: OIIJNER T.R.S VENABLE, CHARLES M LUTZ, LAUREL A 4783 EUROPA DR NAPLES FL 341055643 LEGAI- DESCRIPTION NA'II]RE POINTE LOT 19 Note: A new certificate is required if the use of changed. or if alterations are made to Lhe building certificate voids any certificate of prior date. the building or premises or property described. A 1S new SCANNED BY_ Printed on Page Collier County Board of County Corunissioners CD-P1us for Windows 95 /NT 1/11/2013 1 of 8: 11 :49AM 1 3.D.f Packet Pg. 305 Attachment: Attachment E - 2001080650 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) Section I lllilillillifiilIffi iillllillllil]illlilillillllillilril Scaor:ed slaolor Application Permit No:108 This section includes: Applications1 2 3 4 5 6 3.D.f Packet Pg. 306 Attachment: Attachment E - 2001080650 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) ru COLLIEIT COUN'I'Y GOVERNIlIENT UXII{IISS rlrlrfil11 Nt-l At,ILICA'l rON r0r( nUILDtNG I E Application Date:_/_/_Approved Date _fSUP Fk. Supdrcssion Sysrcnr _FNCE Fcncc _GDWD SIidioS Class Doors/WiIdorys _INPT Residcntial lnt.rior Partitioo _IRRG Lawh Sprillklcr Sysrc r _LPCP Propa c C6s Piping ONLY -LPCT Propanc Gss Tank Syslcrr _MNEL Miror Elcclrical work _PLAL Plunrbirrg ll.pairs/Altcrations _PLNC Pilings - Commcrcial _PLNG PilinBs - Rcsidcntial _POOL S/F S1rinrmin8 Pool/Sp! _PRMV Prc-movint Inspec(ion _REAC A/C Replnccment _REFR RcliiBcration _SCCG Scrccn EnclosurcTScrc€n Roof _SCPR Scrccn Room/Par Roof coLLrER COUNTy, FLOIITDA 94r_403_2{00 Property I.D.:-- _ALRF Aluminun Roof Over _AWNC Awnings - Rcsidcntisl _CHKE Chickec - S/F _CLST Combustiblc Liquid Storagc Tank _CRPT C;. pcrl,rWood/Aluminr:nr/CBS _CTLR Tcmp. Construction Trailcr _DECK Wood Deck DEMO D.nrolition _DOCK Dock & Davits _EXHD Exhaust Hood System _EXwL Extcrior wall Altcrstion FALR Firc Alarm Syst€m _FPMP Firc Purnp Systcm _FRPF Fireproofing _FRWL Fir! B6rrier Wall _FSPK Firc Sprirklcr Systcm _FSPS Firc Standpip€ Syslcm ,{fup)_cst kb_scw R Sc.ecn Roon/WoodRoof _SDNG SidinE/Vinyl/Aluminum/Wood _SEWL Scawall/Rip-rap/Ncrv/Rcpai.s-Eng. Req_SHED S/F StorrSc Shcd _SHRf Shingl€/Compositc Rooting _Sl_lTC Shutlcrs - Comm.rcial SHI R Shutlcrs - Rcsidcnrisl _SLAB Corcr.lc Sl6b _SLllll Solar l.le.ling Sysrenr _SPTK Scplic Tank lnslallation/Rcpair _SWRT Scwcr Tap _TENT Tent Errcctior _TLRF Til. Roofing _TPOL Eleclricsl Scrvicc -UGfS U/C Ivl FiIc scrrrcc/wtr Mairl _BCOT Cornmcrcial Othct _BROT RcsidcntialOGer RESIDENTIAL - USE / OCC CODE _99t - Exprcss R.sidcntial Otficr Spccify _328 - Other Residentiel Buildings Shcd / Csrport I & 2 Family NON.IIESI DENTIAL - USE / OCC COI'E _999 - Exprcss Non-Rrsidcntial Otlret Sp.cify:_ _528 - Othcr Noo-Rcsidcntial Buildings Coolcr/Fraezcr/Shcd Spccify -----r[-329 - Structur€s othcr then buildings Fcncc/Dock/Scawall/Pool -_529 - Struclur.s othcr thsn Buildin8s Fcncc / Dish / Scawall / Tank / Towrr /Ext Barrier Fenc.Scr.cnllnL Barriar_Alarm_Fcncc_Coy.r Sq/F By Roof Slructur. Spccify S pec ify Applicrnti Addr.s3i City: d. r,l St.tG::(2-.Zipl CONS'I'RUC'I IO ADI)I'SS: Su bdivisio ns hip Lot/Pi rc cl: Rargr Unit:_1 r.ct:_ C onar octed V al ue o f C onst ru c tionn mp ro u enen I S Tooo Gcncr{l Locr(iori 2 3 4 5 6 7 6 9 l0 ll 12 13 Prop.rty OrYotr of Rccord:( C Address:Zortittg t.A.L. CitJ:s.,E F/ zip, 3 Y,/L)Y a Job R.prcs.ntativc:J( Phonc Nurubrr: 9ll )-if-l S.c tion: Blockl ?00 PoolStecl & Cround 701 Final Pool 702 Pool Dcck Puo scrbrckr - Frort n.". l0 r-.sio.R.Sidr REVIE}V ED FOR CODE CO$IPLIANCE COUNTY DEPTS. ff -8 PIont Nunlber il_4_ .L 99 Notice ofCommenccmeit _l00 Footings _l0l Pile Caps _102 Gtadc Bcam _103 Slab _104 Tic Bcam _107 SheatlinE, Metal Fasc ia _108 Framing _l I0 Tic Dovn I I i Roofing in Progress Zfl 5 Final Build'ne J-; z2 Spot survcy - lo Days _129 Seawall/Engr. Cert _ l.ll Monoiitlric Slsb _134 Final RoofinB 200 Plumbing Rou8h 201 Tubsel _203 Sewcr Tap _204 Final Plumbine _205 lrrigation _300 Mcchanical Rough A/C -301 Firal Mechanical _400 Rough Gas 401 Fiflal Cas -501 Elcctric Rough _502 Final Elccticrl _503 Scrvicc ChEngc _506 Undctground Elcct. _618 Firal Firc 619 Pollution Control ZoninB / Building S &"&,zr-" -3/ t3 El.ctrlc Englr.trillg s $ _E00 Righl-of-wBy _E0l sitc DrainaSc _803 Parking Fir. Plsn Rtti.w Firc I llsp.clion Dsti CouvcrsioIl BCAI TOTAL PER*IIT FEE s s 5l.uo s () s WARNING.\YORK tN c(luNt Y RIGI -()!'-wAY rcservert for access, drlinrgG or u(itiry purposes. This r.s(rlctlon splclncrlly prohlblts fencinS, sprinkler svslcnr!, l.ndscel)lng other than sod' - il;r, ";a;;, """.., ""tr. r-na a.rinrge-troit< therein. lttuch improvementiert necessrry, r seprrrte per it [or lhr( nurpose n'ust h€ obtrined tr;nr Proi€ct Rcview servic$ (941{43-847t) owNER-BUILDER DlscLosuRE srATEItlEN r (Dlsregrrd ltAppllcrnt i5 not sn Owfler-Builder) ststeL.wrndCol|ierCountyordinanccrcquiresconstructiorrtobcdo[cbyllcensedconlrrctors.lfyou rre lpplJiflg tor s perrnit urd€r r uemp- tion (o (hrt hw, th€ eremp(ion rllolys vou , !! throwner ofth€ properly, to ict !3your own conlric(or eYe You mry build or lnlprov. r onc-Iamily or tlYo-t,rnlly r.!id'nc€ n (hough you do not h.v€ r license. You must superai!e tlle construttion yourself'or r frrm buildlDg. The buildlng must bc tor your own us€ rod occupsncy. It miy not be buill for $rle or lerse. lfyou sell or l€rse r b'rlldirg vou h rv. bullt yourself11lthln on€ (l) yesr 3tter th€ coostruction is conrplele,lhe lrw will presume thrt yo u bullt It for srle or lerse, whlch ls r Ylohtlon otthl! !Iceptlon' Moreovcr' rn owner- bulld€r rpplying for, or receiYing mor. than one (l) bullding P€rmit for tIe constructlon ofr on._linlily or two_trmily dwellhg lfl rny three yesr period rhall be prime facie eridenceofbuilding/c ontrscting rrithou t r license whi(h l! r violitlon ofthe CollicrCoun(y Codt. It ls your reiponribility to mrke sure th!t PGoPle cmpl oy.d by rou hlYe licenses r€q uired by st!te hn rnd by counly or rrlunicip,l Iiccnsln E orrlinrncer. Any Ptrson rYorking ;s tl',r vou mult i.l.duct F.l C.A rn'I on your building 11ho is not licers ed musl *ork unde ion rnd must b€ Gmployed by you' rYhlch ea vllhholding trx snd provid€ lvorkers ' conrp.a tlon tor tfi!t.nrployeg rll rs prcscribed by lrw. Your conslruction rtlust comPly wlth rll rPPUc!bl€ zofllllg reBulrtion3es, buildlng codes, snd I dplicants Namfy'ComPan Certiticat€ #cl st!tements sdf AJI'T I cr Li p prirtcd,lyped, or stamPcd lopro rt the ltork to building ll' ho I applicrtio State ReSlsrration No. (ifCo otrsctor) Sotirl SecurilY No. (l f O*n.r-bu ilder) Address Ci Str(e iniorrnatiotr snd by thE owner. Applica s natvre (nuEl be notorized) D!tE t2l.otFlorldr.ty ofColllrr, build diy of who ls lcrlonlllY knowr to me 'rtilicr nd rled upon o or ellirmation (circle o e) thit helsh€ hls rc ilding permlt rPPlic lrlon rre tru€ to th. bcst ofhisi/hcr knorYl€d a- r cee a .t!te rgenries- or federal agencies' utf I Ng.ary Publrc 1) 3.D.f Packet Pg. 307 Attachment: Attachment E - 2001080650 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) DscLs 30 June 2000 Amendment to Land Development Code Section 2.6.21 @ock Facilities) On 14 June 2000 the BCC approved an amendment to this section of the Code which will allow more reasonable use ofnarrower waterways. under the previous code, docks on waterways /ess than 100 feet in width required a boat dock extension to go out more than 5 feet inio the waterway, and docks on waterways /ess than 70 feet wide could not go out more than 5 feet at all. The amendment will allow docks on waterways /ess than 100 feet in width to go out to 25olo of the width of the waterway or 20 fee$ whichever is less. No boat doJk extension is required, only the appropriate building permit(s). A boat dock extension may be applied for to go out more than 20 feet, but the total protrusion may never exceediS% oithe width of the waterway. There is no change for docks on waterw?lys grcater than 100 feet in width: an extension is still required in order to build a dock going out more than 20 feet. The definition of"dock facility" has also been amended to include the moored vessel as part of the facility. This means that the vessel may not protrude into the waterway Leyond the established limit, or encroach into the required side setbacks' Applicants should provide the following information with their building permit applicati ons for all docks on waterways less than 100 feet in width Remember,when the wdterway width is shown on a plat, that platted width must be used. Width of waterway Protrusion of dock into waterwaY: waterway Waterfront length (waterfrontage) of the property:ta)feet Setbacks from side propertY lines:Jy cr-, feet r-l 5,$ir""t, u^.u*"dbt ( n,.,/?. ,1 (' f"et,whichis ,',tr %ofthewidthofthe 3.D.f Packet Pg. 308 Attachment: Attachment E - 2001080650 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) ;llec":liori .J I r#ilil Ht flflt #il ilfl iltilftilt#ililflfl ffi Hal#ilfl EIITtvl il.t tl fl rl g Plans Permit No: This section includes: a. Architectural Plans c6 }bDO l 3.D.f Packet Pg. 309 Attachment: Attachment E - 2001080650 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) ;)1,,[Ihlt 0cnt]l,!.ao y"3aBHHA TF Ntn--lhornI !2 -< Tn=2dc) (-\rn5 nD rn sisiB{ ;?*.- n t d. " Fr'!*i!8 n33 :8s'\ot G\ !\ foLzI f- t a j e E 0 E { E i 6 *s I d - opoo N \--) I *HC N>t\' to, ufiLtfY E sEuENr '{. PER PUT ,O' EASEY€I{I' .Ii, UNUTY N,ID s.oc53'25'w. 8r1.85', (rOrAL) !t'd- ! D! !o! t gE tH*:tq ozoD OUTRIGGER LANE, TRACT "( I N G R E SS / E G R E SS / O RAI N AG E ANO (C.U.E.) Er''5,EMENT PUT BOOK 20, PAGES 20-22 c) I Sclo IF 6 n t itFai, 9sB r oe b"> Erntoa oos0o!g'trtr:rh r . !l!it FS'..1,1i: rI88'i;;*ii\&l '{'.5 c. I31t *i i3 r. ilellr3II $6 !(. lli${rEiirliii , t' $tEIi-"- i* t llr'' ! .+'Hlgo oa'etqls e !,o P{' ii$iiBiiiliiln qr tiriii' i iEil L$dI -\bqo6.\) - EiE ii iE ilt$1,-"ir flIi$HEIE' $: Ei*iE -i Q. 6 sB t : d €.iliils i$tilElili; iiii'fE I$!( tr $ F oo RIP.TOP OF B^NK. 47.9',ELEVATEDPOOL & DECKIo FI Hz(Oo>-! S=ezo uI eBNlFl F,.,riS(, = --{:! I' e9trq!4 rn Es>c'l '-{o{zc),,i 90C)Nrn 6t.o' 6t.o' *-\ (o(, q D.E. i PER PUf t-8.2'(o ,o.8' !t'o6 -t-\,lq I I i!, o -ias exgflaat{xuoaur ; B 4n B o s!- .t 8.2 K BH-'iFc6ISstI.:=.EI I 6EEp.{I;.a b q I I oT ziJ o 5 0 I fi Ei<tg;Eprteza iegl oEFi* d iEEi6, F:A iEEi < i6l; H:iEf*,?Erl!a rrliP z I I I€I :: z 0 vlo4'tJoz !=--ei9t iloe 6 E I I 7, l o 6p r .....\ c0 I I I I I I I I I I I I I I 3.D.fPacket Pg. 310Attachment: Attachment E - 2001080650 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 I friG.o oo o lso (9-t2:...,\-v-v$d#s h-(.6,*IU I c, s I I t I i I I 1 I I I I I I I I I l I I i It a I L t+- oo a oa bD G so .rO s n o ao o o o \ L :s \ S \ i fl '9 (-6 I ( \zs:s tX,X a L--->---)l i I(\ '\ + IY3.D.fPacket Pg. 311Attachment: Attachment E - 2001080650 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 LOT 20 OEIAI L 45 a L 0 \,11 oil {lcE EISEHEII ' C8. S 6t .55.Js. rC0- r5. ns ,Sffi*ffi"tt*t-"OT PLAIIEO IJESIERLY L II'E OF SECIIOX J5 A REPLAT OF TRACT PAGES 23_25,A PART OF SECTIOiI :', ' NAIURE P012 OF RIVER RE, COLLIER COUN TOWNSHIP 49 SC s '25.L .J! F.O.E.R.CONSERVATIONEASEMENT O.F ,l 0.5J.?5'E l,rtl.57 I t.oo !IJ )o 'oe oi^ttlSf EASE'CT' . S€E IETATLu.oY F(tIlfl8 iltl lo'lo'OUIRIGCE R LAN AND (c. u. E. .I{i8-ln 'E' r-ssTonlin /t.oox o.a-25 €r a. !i E A0E)E ,oo JII$"30[', I]'FI.ES^!3:.,I rTci so.AS51.It 1A.52 OO e,=E'171.* CEI{T€FIJ}IE OF IO't(r-+ 'le'9o '.r_"Srg;91 _ _,rr_.t o -@_ 25. a6 .2t TRACI .c. DRAI IIAGE EASiI.{I ,5. O0 l8 T 5 /5.00 l7 /5. (ro 80.00 r9 75.00 l6 ,5.00 ,5.00 l5 ,5.00 ,5,00 l,l I5.00 E0,00 20 , I I 269.It l. ,t': ir., tot /s____ t'.O '.t 9r o 9c.oo-'9 t rr.r,lo.!t .'?.. I b, TRACI .A. DRAIIIA6E EASEIfxT - cs.1"! UTIIJTY EASEI{€TT -A' 4 TR I It 3.D.f Packet Pg. 312 Attachment: Attachment E - 2001080650 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 f{/It0l/y6 OEpr. C0Pr srrucx ifQ|Iffi*rrs SI[}E F EOilI D DATE Zon I ng Ke)I q 0t Eng I neer i ng Bulldlng ElectrIcal I llechanical Gas I Pl umb I ng Structura I F'lre Prev.l Hea lth util'iri": A e I oOZOG( t-\--., 3.D.f Packet Pg. 313 Attachment: Attachment E - 2001080650 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS PERMIT PERMIT #: PRBD2013010085701 PERMIT TYPE: MR ISSUED:BY:APPLIED DATE:01-14-13 APPROVAL DATE: 01-22-13 MASTER #:COA: JOB ADDRESS:1521 Gordon River LN JOB DESCRIPTION: PILINGS FRAMING, DECKING (DOCK ADDITION) 1521 GORDON RIVER LANE JOB PHONE: SUBDIVISION #:BLOCK:LOT: FLOOD MAP:ZONE:ELEVATION: FOLIO #: 63770001185 SECTION-TOWNSHIP-RANGE: 35-49-25 OWNER INFORMATION:CONTRACTOR INFORMATION: PURCELL, RONALD T & STACEY R 1521 GORDON RIVER LN NAPLES , FL 34104- Duane Thomas Marine Construction LLC 296 ROCKHILL CT MARCO ISLAND, FL 34145-- CERTIFICATE #:: C24326 PHONE: FCC CODE: CONSTRUCTION CODE: 0207 JOB VALUE: $8,900.00 TOTAL RES SQFT: 0 TOTAL COMM SQFT: 0 SETBACKS FRONT:REAR: 20 LEFT: 15 RIGHT: 15 SEWER:WATER: CONTACT NAME: CONTACT PHONE: Per Collier County Ordinance No. 2002-01, 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. 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 3.D.g Packet Pg. 314 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS CERTIFICATE OF COMPLETION 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 or use. For the following: PERMIT NBR: PRBD2013010085701 CO NBR:STATUS: Finaled CO TYPE: COMP ISSUED DATE: March 20, 2013 ADDRESS: 1521 Gordon River LN SUBDIVISION: LOT:BLOCK:T.R.S.: SLUC CODE:UTILITY COMPANY: JOB DESC: PILINGS FRAMING, DECKING (DOCK ADDITION) 1521 GORDON RIVER LANE NUMBER OF METERS: OWNER:PURCELL, RONALD T & STACEY R LEGAL DESCRIPTION NATURE POINTE LOT 19 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. 3.D.g Packet Pg. 315 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) BUILDING PERJVIIT APPLICATION Growth Management Division, Planning and Regulation 2800 N. Horseshoe Drive, Naples Florida 34104 * 239-252-5230 - Pldase fold D lans with the olain side ou t. Ensure do cuments are inside each set of nlans. dnesiaential I or 2 Units I Residential 3 or more Unis f]Commercial flwalk Through ()8sPermit No. -LL-l)Days Review:I F.^-^t1110-? )ts I pocv 2 dDtoLocso l{, dzoO Ui<i c429xz 6"..1Jo. Collier County #'.24326 Duane Thomas Marine Construclion, LLC Drrnaffi Ouane Thomas E-Mail Address duanethomasjr@comcast.net plone (239) 642 - 0116 p.ay Q39\ 642 - 4271 State Company Name 466r"", 296 Rockhill Ct. Qualifrer Name Contact Name zo F. o rt ,eo Pc.i '-;\A I-lJ \ Folio b311000 (i 85 SuMivision )/h\u(<e CO Job Address Owner lsil -Ql E Non-Spriokled ! Sprinkled EIA EIIBErA EnB l5ru.r. fluBErvA EIVBEvA E]vB Occuparcy Classifi carion zo FUldl!.rl>Flrthz o an oF^Vrietl-IzdoEJ(Jtr p v, f] ftectricat E Low voltagc f! Mechanical !Plumbing Inoonng flSeptic I Shuuers IDoorVWindows flRe-Roof f]Elect dl-ow Voltage [Scretn Enclosle flFencc IShuncr IFirc f]Sign/Flagpole flG^I solar flPool U'trzrr Ll !.r ,tlc> t-A a I Addition f] Mcchanical f]Alrcralion [Mobile Homc I Conveniotcc Book flPlumbing IDemo f] Electric liom lJousc clion ne E N l--'l eonrir ry amaurir E Privde Provid€t # Tons Total Area cos ortou $f,,o Doscripti on of Work: Code Casc: SDP Non-Living Sq Ft//A # Units _ # Baths # Stories # Redrdrms Living Sq Ft FUri ^7;o l< t&zorr] trrAZa E]& F Q hl d7 =cLJ9 Ei (J Interior Sq Ft Exterior Sq Fr Total Ar€8 Code Case:- I t"rmit ty a ma""it ElPrivdc Pmvidd Description of work # liixturcs COAr , Units SDP: Cost ofJob # Floors # Tons Phone Name StalcCity zip - ,] z9v ?! 1- oEd,& 72 ohrio SEWAGE I septic [Ave Maria $ity ofNaplcs ECollisr County ElGolden Gate Ciry I Immokalee florangc Tree flothcrf]othcr ar,l F j FD July l, 201 I (For use tlv countv stafr) PMR Date: cfufucou*tv ---r,.--1-a--:-- +of Set -:2- ciry I3r@ ls!3nd-S t"t FL----zipY1!-- ro',tbp 41 gangc "15. scction i5 SDP - FEMA: BFE: Zote Address- WATER SUPPLY Ewell flAve Maria E City of Naples E Collier Couory E Golden Gate City Ilmmokalce ! Orangc 'ltcc 3.D.g Packet Pg. 316 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) ACKNOWLEDGEM ENT OF COLLI ER COU Nry REGU L.ATIONS per Florida S iatutes 713.135 a Notice oI Commencement (NOC) is required for consttucllon of improvements totalino more lhan t2.5OO, wth certain ir""ptiJ*. roie,iC a"placements a notrce of commencemed is requied for impmvemenls more than $7,500' i'n-"liiii,lrir ii,lrr tr" ,Itr irre issuing aut oritypnor to tri nrsr inspdanon either; cert'fied copy of tte reooded Noc o. a ndadzed statemmt that the NOC has b€"n fled ior recordrng. along wlln a copy thereof. in ordei to com4y wln tne statelequirement, pe#rs wrti be ptaced rn inspectioo hold until p.oot of the NOC E filed with tl|e btlilding permitllng and insoectron oeoarunent. The rssurng authonty shatl not perform or approve subs€quenl inspardbns until lh€ applirnt files by mail, factimile, Mnd detlvery, erait or any oUer means such cen,ted copy wlth the 6sung authority. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. The approved permit and/or permit application expires if not commenced within six (6) months ftom the date of issuance. The permi: o|. "ppti"rtion fee will be four times the amount oI the permit fee, il work is started without an approved pemit. The permittee twtnei'unaerstads that only licensed cgntractors may be enployed aN lhdt tho sbucture will not bo us€d or o@upied 'untit a certificate of occupancy is issued. By signing this permit application, I agree that I have been retained by the o,vner,lperminee to provide contradang service; Ior the trade foiwh;h I am listed. Funhermore, it is my responsibility to notify the Custotnor Service ieition of tfre Buitding Review and Permitting Department should I no longer be lh€ contrador rcsponsibb for poviding said mnt,iaing s"*ic"". ifurther agree that I unde-rstand that the review and issuing ot thb permit does not exempt me from compiying ,itn ,fiCo"unty CoO"" and Ordiriances. lt is further understood that the property owner/permittee is the owner of th6 permil. WARNING OF POSSIBLE DEED RESTRICTIONS THE LAND SUBJECT rO THIS PERtrllT ilAY BE SUBJECT TO DEED, AND OTHER RESTRICTIONS THAT AY Ll lT OR IUPIIN rgE LANDOWNER'S RIGHTS. COLLIER COUNTY IS NOT RESPONSIBLE FOR THE ENFORCE]SENT OF THESE RESTRICT ONS. NOR ARE COLLIER COUNTY EiIPLOYEES AUTHORIZEO TO PROVIDE LEGAL OR BUSINESS ADVICE TO tie pugLc ,,r LATtvE To rHEsE RESTR|CIoNS. THE LANoowNER oR ANY APPLICANT Acnl'lc oN BEHALF oF THE LANDOWNER IS CAUTIONED TO SEE PROFESSIONAL ADVICE. WARNING ON WORK IN COUNTY RIGHT-OF-WAYS This permit d.,,s not authorize construction or installatlon ot any structuta or ulility, above or be_low- ground,.witiln any ;;;1:;i;"y o, """;ment reservod for access, drainage or utitity -purpcas. Thls resbic{ion speclfically prohibits foncing, "p-Anff"r ii.*.", landscaping other than sod, si-gns, wa6r, swver, cable and drainaga work thorein. lf tuch lmprovements are nec*sary, a sepa.ate perm fo; tha;t purpco must bo obtained lrocr TrapportatioarR6w Permits and lnspections (239) 2526767. NOTICE: In addition to the requirements of this permit, thene may be additional r€stricuons aPplicable to ihiffi p.rtl that may be found in the public records of this county, and there may bo additional pen1i6 r"quir"a' frolrn other iovernmental entjties such aa water management disttict' state agencies, or tuderal agencies. CONVENIENCE BOOKS A conventsnco book crn b€ purchaaed for alr conditiontng, wste. hoataB, or realdenual gal.go doo6 (312e folaluo). They nray-not be uted i;.-;;;;";l;g a vatuo of over fSOOo. riiei-are not virid tor wo* i; the Rtght ol Wry, A separate RO]V pe|I|llt.mult bc obt lnod. ii"ppii""tion" ""." "rforeO for convenience firmlt. inJ permit muar.te compl;tery fll15d out by you prior to commonclng the wo.k. and t1,e job€ito copy postEd at the €tectrtc meter. tt k yoJr rsaponribllity .to inruo the docunieirtr rra pottsd cotEcdy lnd locuroly' ln3pecton, must be called ror within za ho;;of wo* c'ompledo'n. A ponilt b not.iqulrEdforr *ttor herter undGr 52 gallons lora alngle tniiioJa"rr"o rrou"" onty. a""ioenut ii.Jg-" ao".s n"J trol - iro.ids Prodnct i\oprov.l. AppTov.l numb€|1. murt be wdtten on the convenlence permlt. Approvat muet oe orl-Uie"iot-"if" *itf, O" "op, ot the perml1 Conveniencc dnnlb can bo dGllveird ot fered lo the ofitce at (239) - 2523990. Company Name Qualifie/s Name t\q State of orida-County of Jt State License# S Oualifier's Signatureic.v lYlc,vt2Sworn to (or affirmed) an Who is personally known Type of lD Notary Public Name d subgeribed before me this L/ OR Produced lD- (SEAL) t SIEPHIXE OOMXoUCZ Nohry P$[c - 8ld. C fiortar I, Colt}n. Erdm &D ?l.20t5 Coltfl*lsbn , EE l3ill96 Notary Public Signature 6t612011 3.D.g Packet Pg. 317 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) ' Print Map Page 1 of 1 1521 Gordon River Ln. TAP I.EG€IIO arr.lt 2012 F ln ll lrnDl o 200i1 c.h. cqr y Propqry Apo.t* r/r'ie t c!5a cdny Pr.pst App..is a dMiti.d ro r@irt lrr.rBt erlt .rd !piad.r. iridrr.li6n dEtrniB dp. ced d rpli.d o p.wid.d lo. tlE rL{, h€6in, its r, d its inr..9€r.n .. Folio Numbor: 63770001 185 Namo: PURCEIL, RONALD T=& STACEY R & Nam6: 1521 GOROON RTVER LN L.grl Oe3cnption: NATURE POINTE 19 http://www.collierappraiser.com/webmap/mapprint.aspx?title=15217o20Gordon7o20River... 111512012 ,: I / al () S, L i \ t, I t a .:. i c IE ! trl 3.D.g Packet Pg. 318 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) irAP pF BOUNDARY SURVEY - (srlE PLAN poCK ADD|rON) LOT 19 AS RECORDED IN PLAT BOOK 20 PAGE(S\ 20-22 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA 1521 GORDON RIVER LANE 1521 OUTRIGGER LANE (BY PLAT) CERTIFICATION I CERTIFY THAT THIS SURVEY WAS MADE UNDER IVY DIRECTION AND THAT IT MEETS THE MINIII,IUM TECHNICAL TANDARDS SET FORTH BY THE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17{, ORIDA ADI\4INISTRATIVE CODE, PURSUANT TO SECTION A CERTIFICATION OF TITLE ZONING, EASEMENTS OR Court Gregory Surveying, lnc. c.G.s. URVEY 11-20-20'12 G OATE OF FIELD DATE COURT H, G SIGNED REEOOIV OF ENCUMERANCES 72 027 FLORIDA STATUTES LB#7112 PStut # 6004 Dale 1'1130120'12 Job # EN101768 Fb EN'l-s Pg 30 OF }.ATURE POINTE CERTIFY TO: DUANE THOMAS MARINE 761 Teton Courl Naples, Florida 34104 (239)643-7845 ofilce (239)643-7856 fax (239)272-3707 cell O = FoUNo (") lRoN Roo ( SURVEYoR lD#) (FlR) O = SET 1/2' lRoN ROD (PSI,,I #6oo4XSlRC) ! " SET.4'x 4" CONCRETE l\,lONUl\rlENT (PSi/ #8004)(Scli,l) E . FOUND CONCREIE MONUMENT (SURVEYOR lO*XFCM) O= EENCHMARK (FOUNo OR SEI) R/w= RIGHT OF WAY(R.O.W) O = FOUND NAIL OR PK NAIL ANO DISC ( SURVEYOR ID #) (FIR) O = SET PK NAlt AND DISC (PSl!.! #6004) (SPKN&o) FD. = FOUND FN&I.r = FOUNO NAIL ANO TIN TAB BM = BENCHMARK P.C.P. - PERII4ANENT CONTROI POINT(#) P.R.lV. = PER[,!ANENT REFERENCE l\,lONUMENT (#) C8S=CONCRETE BLOCK&STUCCO FF = FINISHED FIOOR (PG) = PAGE CATV=CABLE TV CMP = CORRUGATEO METAL PIPE (M) = FIELD [TEASUREN,!ENT U.T.S.= UNITED TELEPHONE RISER (P) OR (o) = PLAT oR RECORoED(DEEo) I4EASUREM€NT (C) = CALCULATEO iTIEASUREL4ENT CONC = CONCRETE (PB) " PLAT BOOK LME = LAKE MAINTENANCE EASEMENT R.C.P. = REINFORCED CONCRETE PIPE PROP = PROPERTY C.L.= CENTERLINE T.O.B -TOPOFBANK UE - UTTLITY EASEMENT oE - DRAINAGE EASEMENT CUE = COUNTY (U E ) LBE = LANDSCAPE BUFFER EASEI\TENT ELEC = ELECTRIC PUE = PUELIC UTILITY EASEMENT S\^/E = SIDEWALK EASEIVENI NOTES 1.THE AEARINGS SHOW! HEREON ARE BASED ON THE WEST RIGHT OF WAY LINE OF OUTRIGGER LANE AS SHOWN IN PIAT BOOK 20 PAGE 21 OF COLLIER COUNry. BEING NORTH OOO 53'25'EAST. 2IMPROVEMENTS OTHER THAN IHOSE SHOI,\TN ARE NOTA PART OF THIS SURVEY 3,SAID OESCRIAEO LAND IS SUBJECT TO ALL SUBOIVISION REGULATIONS. RESERVATIONS RESTRICTIONS. ZONINGAND RIGHTgOF. WAY OF RECORO 4,OATE OF FIELD SURVEY NOVEMEER 20,2OI2 NOTE: IIVIPROVEMENTS ANO UTILITIES NoT SHOWN ARE NOT A PART OF THIS SURVEY BOUNDARY INFORMAT1ON SUPPLIEO BY CLIENT I I I 5 THIS SURVEY I\,4AP IS NOTVALID WTHOUTTHE SIGNATURE AND RAISEO SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER ADOITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARry OR PARTIES IS PROHIBITEO WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. LLNE IABLE LNE LENGTN BEARLNG L1 22 76 so0'53'25!! L'15 00 L3 6.SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAI\,!INEO AS A PART OF THIS SURVEY. NO STATEMENT lS I',{ADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONTAINERS. UTILiTIES OR FACILITIES THAT I\,'IAY AFFECT THE USE OR DEVELOPi,{ENTOF THIS PROPERry SCALE 1" = 40' CURVE TABLE Fz uJ>Zu{^ ?^ UtF = co ., H3=H; i.5 fr"Fqo x IJ.I ^ :N 7 ELEVATIONS SHO!\N ARE BASED ON N A,V D DATUI\,4 OF 1988 OESCRIPTION OF BENCHMARK IS AS FOLLOWS N/A LOT 18 8.ALL SURFACE AND SUBSURFACE IMPROVEMEN-TS ON AND ADJACENTTO THIS PROPERryARE NOT NECESSARILY SHO\AN ON THIS SURVEY I\,!AP g,SUBJECT PROPERIY IS SITUATED IN FLOOD ZONE' 'AS INDICATED ON FEI\'A FLOOD ZONE MAP PANEL NODATED: BASE ELEVATION DETERMINED AT N/A 175',WOE ORAINAGE CANAL EASEI.IENT (o.R. 121, PAGE 16s) GORDON RIVER s89'06',35"E I 1O NO TITLE OPINION OR AESTRACTTO THE SUEJECT PROPERry HAS BEEN PROVIDED, ALL INFORMATION HAS BEEN SUPPLIED AY THE CLIENT IT IS POSSIBLE THAT THERE ARE DEEOS. EASEMENTS, OR O]HER INSTRUMENTS (RECORDEO OR UNRECORDED) WHICH MAY AFFECT THE SUBJECT PROPERTY NO SEARCH OF THE PUBTIC RECORDS HAS BEEN MAOE BYTHE SURVEYOR, 11, THE LAND OESCRIPTION SHOWN HEREON IS BASED UPON THE INSTRUI\,4ENT OF RECORO, 12. THE PURPOSE OF THIS SURVEY IS TO SHOWlHE PROPOSED OOCKADDITION WTH RESPECT TO THE PLATTED SUBJECT PROPERTY. PROPERTY LINES ARE SHO\A/N AS PTAT, 214 2a7 EXISTING "$.tsg.10 UEANO SIOEWALK EASEMENT EASEMENT 'A'209 10'U E EASEMENT B' TRACT'C" D,E, 2T A' tiu^100.00'(P) 8S.s8 (M) r\ll LOT 20 t! b N89'06',35"W ril o 125.00,(P) s89.14'36"E 116.22,(M) (lMPROVEMENTS NOT SHOWN) LOT 19 DOCr( AOOIITON 6',X 14' 112 SO. FT + 25 0E lcuRvE I LENGTH I I I \ I \ I 3.D.g Packet Pg. 319 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Page I of 1 Parcel No. 63770001185 City NAPTES Chanqe of Address Form 1521 GORDON RryER LNSite Adr. m"r( PURcEtt. RoNAtD r=& sTACEY R 1521 GORDON RIVER LN Map No. 4A35 Strap No. 519400 19 4A35 State FL Township 49 zip 34LO4 Acres *Acreaqe o.21 Section 35 Range 25 Legal NATURE POINTE LOT 19 Latest Sales History Millaqe Rates e School Other Total 5.527 6-642A U.1698 *See Instructions for Calculations Date 06l25llz 02l75lL2 08l2Lt02 o7l3Ll98 ro/27192 Book- Paqe 4811-1399 4765-3L76 3095-100 2446-2839 1763-647 Amount $ 740.000 $712.sOO $o s lss.mo $ l3s,ooo http:i/www.collierappraiser.com/Main Search,/RecordDetail.html?FoliolD:63770001 I 85 1ll5l2)l2 2OL2 Certified Tax Roll (Subject to Change) If all Values shown below equal O if this parcel was created after the Final Tax Roll Land Value $ 209.250 (+) Improved Value $ 297,875 (=) Market Value $ 507,125 (-) SOH & other Exempt. $ 0 (=) Assessed Value $ 507,125 (-) Homestead & otherExempt. $ o (=) Taxable Value $ 507.125 (=) School Taxable Value $ 507,125 SOH = "Save Our Homes" exempt value due to cap on aSsessment rncreases. Millage Area o 171 Sub./Condo 519400 - NATURE POINTE Use Code o 1 - SINGLE FAMILY RESIOENTIAL 3.D.g Packet Pg. 320 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) Page 1 of I Parcel No. 63770001185 ity NAPTES 1521 GORDON RIVER LNSite Adr. Xltp""r( puRcELL RoNATD r=& srACEy R 1521 GORDON RN'ER LN c Change of Addiess Form Map No. 4A35 Strap No. 519400 19 4A35 State FL Township 49 Zip 34LO4 Acres *Acreaqe o-21 Section 35 Range 25 Legal NATURE POINTE LOT 19 Millage Area r 171 Sub./Condo 519400 - NATURE POINTE Use Code c 1- SINGLE FAMILY RESIOENTLAT Latest Sales History Millaqe Rates o School Other Total 5.s27 6.6428 12-1698 *See Instructions for Calculations 2OL2 Certified Tax Roll (Subject to Change) If all Values shown below equal 0 if this parcel was created after the Final Tax Roll Land Value $ 209,250 (+) Improved Value $ 297.875 (=) Market Value $ 507,125 (-) SOH & other Exempt. $ 0 (=) Assessed Value $ 507,125 (-) Homestead & otherExempt. $ o (=) Taxable Value $ 507,125 (=) School Taxable Value $ 507,125 SOH = "Save Our Homes" exempt value due to cap on assessment rncreases- Date 06t25tL2 02ttsl72 oal2Ll02 07t3ll98 tot2tt92 Book-Paqe 4811-1399 4765-3776 3095-100 24/,6-2839 L763-641 Amount $ 740.0@ $ 712,sfi) $0 $ 15s.000 $ 13s,000 http://www.collierappraiser.com.Main_Search/RecordDetail.htrnl?FoliolD=63770001 l g5 1115/2012 3.D.g Packet Pg. 321 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) ROUTE SHEET Performance Review Commercial EResidential permit Nrnnber: PRBD2O1 30 1 00857 City View n 5 Days ffi 10 Days [ 15 Days [] Sets 2 Fasl Track n Private Provider I Master Permit E Simultaneous Review I Group Review Due Date 1-17 -13 EXPEDITED REV{EW New Plan X -Revision_ Colrection_ Walkthrough _ Review ln Out Sfatus Reviewer:Fee i_ E Building E 61GA fl Plumbing (Pool) En meen Review ln Out H N/A Comments: Reviewer: E Signs E Electric Mechanrcal Utilities H N/A Comments: ,1 Review ln Out Slalus Reviewer f Fee $- I lmpact Fees n 61cs N FEMA PI nrng ental Setbacks ( t(' () I t, A H N/A Comments Review ln Out Sfatus Reviewer:r-ee .D lf Architectural E Fixture Count A H N/A Comments ln Out Sfatus Reviewer: I Heatth E Pollution Control n O8rer ironmental (4. () A NiA H GREASE IIIIERCEPTOR PERMTT $ II.TIIRCEPTCR GALLON SEPTTC TAIIK _ GALtOr,l SEPIIC TANK PEMIT $- DRAINFIEI.O - SQ FI SEPTIC SYSTEM EIEVATION Commenis: INSPECIJON REOUIRED YEs No- s/01/20tt Permit Due Da@ 1-22-13 i Sfatus Fee $- I I Fee $_) I I 3.D.g Packet Pg. 322 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) Permit Nrnnber; ROTTTE SHEET Ferformance Revielv ICommercial Residential PR8D20130100857 10 Days [] 15 Days I Sets 2 EXPEDITED REVTEW New Platt X -City view n R.uision - Correction Walkthrough _5 Days E Fast Track Group Review Due Date Private Provider n Master Permit n Simultaneous Review E 1-17 -13 X Revigtw-ln Out Fee $-Reviewer:Status ffBuitoingfl 61GAfl Plumbins (Pool) Engineering It4'(9 (I r N/A 'A-/ H Comments: ln Sfatus Fee $Reviewer: Electric Mechanical Utilities D Signs N/A H Comments Review ln Out Status Reviewer:Fee $ ! lmpact Fees fl 61cs X FEMA ! Planning E Residentjal Setbacks N/A A H Comments Reyrew ln Out Sfatus Reviewer:Fee $ Architectural Fixture Count N/A A H Review ln Out Stafus Reviewer:Fee $ Environmental fl Health n Pollution Contml n otrer A H N/A Commenls: GREASE INTERCEPTOR PERMTT $-INTERCEPTOR GAttON SEPTIC TANK - GALLOiI SEPTIC TANK PEIUIT ,N DRAINFELN--SO FT YES_ NO_ SEPTIC SYSTEM EIEVAIION INSPECTION REOUIRED 3/01/201l permit Due Da'* 1-22-13 I Commenis: l Review Out I 3.D.g Packet Pg. 323 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) O = FOUND (") IRON ROD (SURVEYOR lD #) (FlR) O = SEI 1/2" IRON ROo (PSt!4 r6O04XSlRC) ! = SET 4'X a" CONCRETE I\,iONUMENT(PSM T60O4XSCM) E - FOUNo CONCRETE I4ONUMENT (SURVEYOR lO*XFCI\4) O" BENCHT!,IARK (FOUNo OR SET) R/w= RIGHT OF WAY(R.O.W.) O = FOUNO NAIL OR PK NAIL AND olsc ( SURVEYoR lo *) (FlR) O = SET PK NAIL ANO OISC (PSM #6004) (SPKN&O) FO : FOUNO FN&TT = FOUNO NAIL AND TIN TAB BM - BENCHI'IARK P C.P. - PERMNENT CONTROL POINT (f) P R.[,4. = PERITANENT REFERENCE MONUIMENT(#) CBS=CONCRETE ELOCKA STUCCO FF = FINISHED FLOoR (PG). PAGE CATV=CABLE Tv CMP = CORRUGqTEO METAL PIPE (M) = FIELD IVIEASUREI,'IENT U T.S = UNITEO TELEPHONE RISER (P) OR (D) = PLAT OR RECOROED(OEED) I\4EASUREMENT (C) = CALCULATED IVIEASUREIVENT CONC = CONCRETE (PB) = PLAT SOOK LME = LAKE MAINTENANCE EASEMENT R.C.P. = REINFORCED CONCRETE PIPE PROP = PROPERry C.L = CENTERLINE T.O.B =TOPOFBANK UE = UTILITY EASEMENT DE = DRAINAGE EASEMENT CUE - COUNTY (U.E ) LEE. LANDSCAPE BUFFER EASEMENT ELEC = ELECTRIC PUE = PUBLIC UTILITY EASEMENT SVVE = SIDEWALK EASEMENT MAP OF BOUNDARY SURVEY LOT I9 AS RECORDED IN PLAT BOOK 20 PAGE(S) 20-22 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA 1521 GORDON RIVER LANE 1521 OUTRIGGER LANE (BY PLAT) CERTIFICATION: I CERTIFY THAI THIS SURVEY WAS MADE UNDER MY DIRECTION AND THAT IT MEETS THE MINIIVUM TECHNICAL TANDARDS SEI FORTH BY THE EOARD OF PROFESSIONAL D SURVEYORS AND I\.,IAPPERS IN CHAPTER 61G17€ LORIDA ADI\,,IINISTRATIVE CODE, PURSUANT TO SECTION 72,027, FLORIDA STATUTES OT A CERTIFICATION OF TITLE ZONING EASEI\,,IENTS OR ASBUILT SURVEY (FINAL DOCK LOCATION) DATE OF REVTSTON 02-02-2013 pertu+M gaaot l;oSltot Court Gregory Surveying, lnc. c.G.s. PSH, GR GOR DATE OF FIE D SURVEY 11-20-2012 o SIG N ED REEDOi/ OF EN BRANCES LB#7112 PSM # 6004 Dale 0210212013 Job # EN10176A2 Fb EN1-5 Pg 30 OF NATUBE POINTE CERTIFY TO: DUANE THOMAS MARINE 761 Teton Court Naples, Florida 34104 (239)643-7845 otrice (239)643-7856 fax (239)272-3707 cell COURT DATE NOTES -sI AICXSO( lnitids-----:-.-, FEB 2 5 2013 hlr Caurly Bdg nrv. e Penrfltrf l 1.THE BEARINGS SHOI4/N HEREON AR€ BASEO ON THE WEST RIGI]T OF WAY LINE OF OUTRIGGER LANE AS SHOWN IN PLAT BOOK 20 PAGE 21 OF COLLIER COUNTY AEING NORTH OOD 53' 25' EAST 2,IIVIPROVEMENTS OTHER THAN THOSE SHO\ A ARE NOTA PART OF THIS SURVEY 3 SAIO DESCRIBED LAND IS SUEJECT TO ALL SUBOIVISION REGULATIONS. RESERVATIONS, RESTRICIIONS, ZONING ANO RIGHTS.OF. WAY OF RECORO 4 DATE OF FIELD SURVEY NOVEI\,IBER 20,2012 NOTEr IMPROVEITENTS ANO UTILITIES NOT SHOVVN ARE NOTA PART OF THIS SURVEY AOUNDARY INFOR[,4ATION SUPPLIEO AY CLIENT I I 5 THIS SURVEY MAP IS NOTVALIO WTHOUT THE SIGNATURE ANO RAISEO SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADOITIONS OR OELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIESL NE TAALE LINE LENCTH BEARING 22 7a s00'5325!! t2 15 o0 s47!3',02lV L3 30 59 6 SUBSURFACE ANO ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED AS A PART OF THIS SURVEY NO STATEI\,4ENT IS IIIAOE CONCERNING THE EXISTENCE OF UNOERGROUND OR OVERHEAD CONTAINERS, UTILITIES OR FACILITIES THAT MAYAFFECTTHE USE OR DEVELOPMENT OF THIS PROPERTY SCALE 1" = 40' CURVE TABLE DELTA ANGLE :80R0 DTRECT Or\ cl 3412 50 00 43',4442 s20.5537"E tz uJ =u.l <-- ai (od EqDo r!to = TIJz r!F =(r9s oa I EF-VFl T.ELEVATIONS SHOIAN ARE BASEO ON N.AV D DATUI\,4 OF 1988 OESCRIPTION OF BENCHI\,IARK lS AS FOLLOWS: N/a LOT 18 8.ALL SURFACE ANO SUBSURFACE IMPROVEIVENTS ON ANO AOJACENTTO THIS PROPERTYARE NOT NECESSARILY SHO\ N ON THIS SURVEY MAP, g,SUBJECT PROPERTY IS SIIUATEO iN FLOOO ZONE ' " AS INDICATED ON FEI',1A FLOOD ZONE IVIAP PANEL NOoATEo: BASE ELEVATION DETERIVINED AT N/A'l75',WrOE DRAINAGE CANAL EASEMENT s89'06',35"E I ls F3 ER 1O NO TITLE OPINION OR AESTRACT TO THE SUBJECT PROPERTY HAS BEEN PROVIDED ALL INFORMATION HAS BEEN SUPPLIED BY THE CLIENT IT IS POSSIBLE THAT THERE ARE DEEDS. EASEI\lENTS, OR OTHER INSTRUMNTS (RECORDED OR UNRECOROED) WHICH I\,'IAY AFFECTTHE SUBJECT PROPERTY, NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MAOE BYTHE SURVEYOR, 1 1 THE LAND OESCRIPTION SHOWN HEREON IS AASED UPON THE INSTRUI\,4ENT OF RECORO 12. TI]E PURPOSE OF THIS SURVEY IS TO SHOWTHE COI\,,IPLETEO DOCK STRUCTURES WTH RESPECT TO THE PLATTED SUBJECT PROPERTY. PROPERry LINES ARE SHOIVN AS PLAT (o.R.121, PAGE 165) 210 GORDON RIVER 2AT 209 lOUEAND stoewtrelseurrut E}.SEMENT"A" 10 UE EASEMENT'8" TRACT "C' D,E 269 26 100.00' (P) 89.98 (M) .$$!\.4) 25 0E LOT 20 I 20. N89'06',35"W 125.00',(P) s89'1a36'E 116.22 (M) (IMPROVEMENTS NOT SHOWN) LOT,'9 I l!, l!a tp lz ;5E + I I uJ ^ti.dl lilBl 9El I I IauRVatLrrGr'r I I I T 3.D.g Packet Pg. 324 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Page I of I 1521 Gordon River Ln. IAP I..EGEXD a-ra. 20t2 lli hrrt u.a5l O 20(r G,O* Csly Pr.p.rly AB..is. l ttL 0E C<xkr Cdsly Pilr.rly App..itr i. snit d b p.DlilhO nb md er.r. .nd uelo.d.b hrdrr.rin, m srrnb. .rFBr.d d ,yBi.d * p.!vid.d to t i d.la hdlin, its u$, ( ib iddprotarjon Follo um!.r 63770001185 N.nr.: PURCELL. RONALD T=& STACEY R & N.me: 1521 GOROON RTVER LN Log.l D.rcnpuon: MTURE POINIE tor 19 http://www.collierappraiser.com/webmap/mapprint.aspx?title=1521%o20Gordon%o20River... l1l5l2012 Print Map { t, t I : l t i t i I t. E EJ 1 t 'I ,t ! E .E 3.D.g Packet Pg. 325 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) r.l..",--.s I p-*aEQ:xqfl,I,Ir!!rat n 1, oI Er! ;.,n2N- -,(!,;,t: :.N E3. aF-1I-, -^tr,oi;' ,l92s:I -i _r-'Eziz nio ruP(,x ;: .J q liE! .8!'llr r.g :it l!r i:E !l !s ;; l!trart:i!:: 8EB!tiittiEl !rE!!r:f;!rl itril !r i t- --tI m(, ant, --{ Im'oma-ioTHm(,a --.{ --t-<o at!li:ifi i:: itriici :! ? I ru) z.om= (f --{ zar-m-<a -{o z. --4 C 7) m -u O z --{ m :r ;.t I FJ{ 4/ 't/ :fi: -F @ -4.' ,,i! .',,lr{ ;*o in|"t' ''?:i.".; ! 'i t; IBTI: n ;I. f;_E 0."t CL I t ht i, itl II Et X lr.l;4 ;=-.-!-;,'r&A l iil -TJ t:l I I i I .q I l; u)3.D.gPacket Pg. 326Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Page I of ICollier County Property Appraiser ProperQr Arial Parcel No. 6377OOOLI85 Site Adr. 1521 GORDON RMR LN EXEM P]' I'ile NnDbcr i 1t{3r5768-001 http://www.collierappraiser.com/main-search/Recorddetail.html?Map-No&FolioNum=63770001 I g5 t2lt2t20t2 ,l T$*t ,'l tt. 'r|{J,,il , \1.S.;&F.i'*:i-fl*;-y?ffi I tri Ir- Y ,.a I.^t- :, :"i .JgtIt -:t ,lfl). Ii' ., 3.D.g Packet Pg. 327 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) Pu *. H *s \14J(-)ia t I I 1 .1 ?T t HTB iur9 3"^H te.Py o; Hi;8: kq"-m"$o! P,t C I s \(\ NOTTSI I I}IE BEARNGA ABOWN HEREO|I PAE OAA'O ON THE I1E3T RIGTII OF WAY IINE OF OUIREOEi LANE ,3 AHO\ /r N A'^r mo1( m PAAE !1 oF cotLrER courrr, BENo NoRrH No 53 ta" E .ltT 2.IMPROVEMEI{TS OIHER IHAN THOSE &1OhA ^iE ioT A P ff OF lllrS EURV€Y. !,8ArO D€SCR|'EO t tO t9 SUOJECT TO A! 6tDDtVlt1oN REOl]lAlrOl6. REEERV TbN6 REalftCTrON6, ZO rN(t AtD RtoHTS!.. WAY Of iECoiO, a.oarE oa FlElo aunvEY NovEr#Ei 20, 2012 a.rli8 SlrR\€YMIP laNorv Lro $txo{rrtHE aroNAruRE A{O iAt8Eo IEA| OF A FT.ORTOA UCENI&D SUFWYOR Aro MAPPER. AOOfiOr,t3 0F o€LttlO B TO SURVay l,Ar! Oh REPOF]A BY OIHEF II1AN IHE 8ldl||{O PAEIY OR PAFNB 16 PiOIIBIIEO WTXOVI I{R'TIEX COI{8ENI or Txa SrcllrNo FARTY oh PARnEg. a.guB$aFAcE axo ENvtRoNn€|{IAt coNolot€ wER€ NOt O(Ar0GO a! A Prnl Of lxtl d,rRvtY No ST IEI1€rl lc MAoE co{cEiMNo rBE €{alEtlcE of ul{oERoRouNo OR OVEFHEAD COtlfAlNEia. U?ImEB On TACILIIEA TH I MAY AFfECT r}lE U8C OR D'VELOPi,.IIT O' THI! PROP'NTY I ELEVATONB SliOVrN Af,C &qaEO ON N"A,VO OAtlni OF r CAI DE6Ci|PnON OF BENCIMART( 16?\8 IOLLO{'A: U^ ,rlL !!JRfACC ANO 6(EaURrAaE trPRovari€{r! ON ANO ADJrcEfl TO lxra PROPERTY AiG nor l.€CE6&\AtY ShO$/t{ r 8IJ6JECT PiOpCRTY 18 ar.Il,'A rCO lx F1000 ZOiE . 'AA INOICAIEO On fEl.A FLOOO ZOtl€ tl P PA,€L llo OAIEO SAAC EIEVATIOIi OETEiI'|iNEO AT ]A IO,NO TITI.E OPINION OR A86liAOT TO'IHE IUBJECT PROPEBTY l{A8 6EEN PROVIOED, AIL I.FOF{IATDI Hrl BEEII 6IJPPLEO AY THG CLIENT IT 18 P('6'EIE I}IAT THEFE ARE OE€D6, €a6€tlEllt6. oF oIxER ttSlRttaENTS EECOROEO @ U'TRECOROED} IATIICH MAY AFFEC' IH€ &AIECT PROP6RW, NO 3EAiC8 OT THE PU6TO NECONOI HA6 BEEN MAOE gY IHE TAP O! BOUI{DARY SURVEV (srIE PLAN DoCK AoDrrON) LOT IE OF TIATUBE POI ?E NOIE: IMPROVEMENIa AND UIILIIIE6 NOT SHOYVI ANE {OI A PART Of IHI6 SURVEY. AOUNOARY iIFOO.iAIION SUPPLIED 8Y CLIEIIT 1521 GORDON RIVER LANE 1521 OUTRIGGER LANE (BY PTAT) AS RECORDED IN PIAT S00K 20 PAGE(S) 20.22 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIOA CERTIFY lol OUANE THOMAS MARINE 761Tolon Coun NaDlo8, Flo da 34104 It 5*" l ORAINAGE CANAL EA!?MENT (o.R,12r.P OE 146) LOT 18 h b s89'0639'E AURVEYOR : I !, IHE LAT{O D€ SCRI?TOi{ EHOI1II BEiEON 13 AA6ED UPON I}€ tNSTiU fNros RECOno r 2. rH€ PLnPOSE OF THIS llrVEY 'S rO ErAW rFE CRO.O6€O oocl( aDoror wilr RE SPEcr To TltE tuflCo 6ua-Ecr PROPEFTV PCOPERTY I I{ES ARE 6I|0T?{ AA Pt T- LEoENO - : O t ForJivD (t rRoNRoo(luRvEyoFtoi(riit o. sEr u2. noN Roo (P!M.6o.)rBrRct 1li ' gE',r + X a" COnCAete UO[]i/EM (P6"r aaOOa)(SCM) I O . FOUTio COIICiE TE lrONUilENr (6lri\rlYcA r0 rtFCMl o.sE cH\r Rx(FouNooRsEr) irw.nGHr oF waytt.o.w) l, O. Fou\o N^lL oR p( x^[ Aro oroc I srJRvEloR Da, rn) I (D.sEr Pr(llrrL A D DrsC (P8u.600.) (6rxNro) F0.rOJ$ I FNtn ! FOTJiD NAIL AtlO lln T B EM. B!fiChMARk PCo - PEflrA Eri I CO TROL po|.ll dt P.RIiI . PCRM XENT AEFEIEiICE MONUHEMi O) I CBSTCOICf,EIE BLOC( I STUCCO FF r Flid3HEO t LOOR (Po). PAOE CATwcABLaW Cr.P r CoRRJOAIEo MET LPlPa (i,I) T FIELO MEAIUTEMEIIT tJ.T 8 UMIED IE!'PHONE fiIS'8 IP) OR 10} I PiAT OR RECOROEDiDE€O) MC AUF€IENT IC) ' CACIJTATED MEAIUREIIEHT CONC I COiICRETE EA) . ftAT IOOX ( ME . L]A*E MTTNTE TNCC E'€TM€NI RCt ! ntfiFORCEO Cd{CnElE PfE PRoa t PROPERTY C,T,. CINTERIINE T.O.A ToP OF 'ANK l)t ' UTILIIY EASEITf,NI DE. DF TNAGE EA6EME T cUE. COUNTY (U.E.) LAE ' [A'IO3CA'E BIEFER EAAEiI€NT E IEC ' EIEC 'RICPI.'E T PLISL IC UI Y EASEV€XT A$E ' 8'OEWALX EASEMFNT 6IGNED COURT H PSM OA OATE OF FIE SURVEY 11"20"2012 LB #7112 PSM # 6004 Gourt Gregory Suwoylng, lnc. 100.00'iP) LOT 20 /-.lRi/Fro.r6^ _!_l!r-a EXEMP'I' 11-0315768,00 (230)843'7845 oftce {23s)843-7856 fax (239)272-3107 @tt Dato 11/30/2012 Job tr EN101768 Fb EN1"5 Pg 30 I I I 6lr EIE tsI 125.00',(P) (urP|o'arENrl mr lHqfi) LOT 19 N8e'0!,35"W G.G.S. + 1 I I t-I I I I I I I I raAcl'c o.E. rfin/Fn T -art{i3'r! flF ll I I I \ I 3.D.g Packet Pg. 328 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln MAP OF BOUNDARY SURVEY (srrE PLAN DocK ADD|roN) AS RECORDED IN PLAT BOOK 20 PAGE(S) 20-22 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA ] 521 GORDON RIVER LANE 152,1 OUTRIGGER LANE (BY PLAT) CERTIFY TO. DUANE THOMAS MARINE CERTIFICATION: I CERTIFY THAT THIS SURVEY WAS ['ADE UNDER MY DIRECTION AND THAT lT MEETS THE l\,llNlMUl\il TECHNICAL TANDARDS SET FORTH BY THE BOARD OF PROFESSIONAL D SURVEYORS AND I\,iAPPERS IN CHAPTER 61G17{ LORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 72,027 FLORIDA STATUTES. OT A CERTIFICATION OF TITLE, ZONING, EASEMENTS OR REEDOIU OF ENCUMBRANCES Court Gregory Surveying, lnc. ELD URVEY 11-20-2012 G N YP DATE OF DATE COURT H SIG (23s\2 -3707 cell lB#7112 PSM # 6004 Dale 1'll3Ol2O12 Job # EN101768 Fb EN1-5 Pg 30 LOT 19 OF ATUBE POINTE 76'l Teton Court Naples, Florida 34104 (23e) (23s) 7845 offrce 7856 fax NOTES 1 THE BEARINGS SHOWN HEREON ARE BASED ON THE WEST RIGHT OF WAY LINE OF OUTRIGGER LANE AS SHOWN IN PLAT BOOK 20 PAGE 21 OF COLLIER COUNTY, BEING NORIH OOD 53'25" EAST, 2,IMPROVEMENTS OTHER THAN THOSE SHOIIN ARE NOTA PART OF THIS SURVEY, 3.SAID OESCRTBEO LAND IS SUBJECT TO ALL SUBDIVISION REGULATIONS, RESERVATIONS. RESTRICTIONS.ZONINGAND RIGHTS.OF. WAY OF RECORD, 4 DATE OF FIELD SURVEY NOVEMBER 20 2012 NOTE: IMPROVEMENTS AND UTILITIES NOT SHOWN ARE NOTA PART OF THIS SURVEY EOUNDARY INFORI\4ATION SIJPPLIED BY CLIENT I I I s,THIS SURVEY MAP IS NOTVALID WTHOUTTHE SIGNATURE AND RAISED SEAL OF A FLORIOA LICENSED SURVEYOR AND I\,4APPER ADOITIONS OR OELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARryOR PARTIES IS PROHIBITED WITHOUT VlRITTEN CONSENT OF TI]E SIGNING PARTY OR PARTIES. LINE TABLE LINE LENGTH BEAR NG L]22 76 s00's325w 6,SUASURFACE ANO ENVIRONMENTAL CONOITIONS WERE NOT EXAI\,'llNEO AS A PART OF THIS SURVEY NO STATEI',{ENT IS IIIAOE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAO CONTAINERS UTILITIES OR FACILITIES THAT t\,lAY AFFECT THE USE OR OEVELOPMENT OF THIS PROPERTY SCALE 1" = 40 s20'5637 E 37 20 Fjz LIJLIJ >2u{^ ?- rluHo: 0e=H;9d I (, .:EL=-'T:l= F yA- &. 1 iiFSo x LIJ ^kr9 t!9xBOTTOMLOT 18 8,ALL SURFACE AND SUBSURFACE IMPROVEMENTS ONAND AOJACENT TO THIS PROPERry ARE NOT NECESSARILY SHO\A/N ON THIS SURVEYMAP, 9.SUBJECT PROPERTY IS SITUATED IN FLOOD ZONE' 'AS INDICATED ON FEMA FLOOO ZONE I\,44P PANEL NOOATEDT BASE ELEVATION DETERMINEO AT N/A175',W|OE DRAINAGE CANAL EASEMENT (o.R. 121, PAGE 165) GORDON RIVER s89"06',35'E 210 1O NO TITLE OPINION OR AASTRACTTO THE SUBJECT PROPERry HAS BEEN PROVIDED, ALL INFORMATION HAS BEEN SUPPLIED BY THE CLIENT IT IS POSSIBTE THATTHERE ARE DEEDS. EASEMENTS, OR OTHER INSTRUMENTS (RECORDED OR UNRECORDED) I\+IICH MAY AFFECT THE SUBJECI PROPERTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BYTHE SURVEYOR, 11 THE LANO DESCRIPTION SHOWN HEREON IS BASED UPON THE INSTRUMENT OF RECORO 12, THE PURPOSE OF THIS SURVEY IS TO SHOWTHE PROPOSED DOCKAODITION WTH RESPECTTO THE PLATTED SUAJECT PROPERTY. PROPERTY LINES ARE SHOWN AS PLAT 2a7 EXISTING ,$. 209 10'U E AND SIDEWALK EASEMENT EASEMENT'A' 10'U E EASEMENT'8" 175 TRACT 'C' D,E- 270 100.00'(P) 89.93 (M) %6A rsd \\l) 25'D E LOT 20 0_ b Lll ts PLATTEO 125.00' (P) s89"14'36"E 116.22,(M) (MPROVEMENTS NOT SHOWN) LOT 19 OOCKADOITION BOIJNOARYIINE N89.06,35'W O = FoUND (') IRON ROD ( SURVEYOR lo #) (FlR) O = Ser lp' IRON ROD (PSM#60O4XS|RC) ! = SET4" X 4"CONCRETE IVONUMENT (PSM #6004XSC[.{) E] = FOUND CONCRETE MONUMENT (SURVEYOR IDTXFCM) O= BENCHIVIARK (FOUNO OR SEI R,W = RIGHT oF WAY(R.O W) O = FoUND NAIL OR PK NAIL AND DISC ( SURVEYoR lD#) (FlR) O = SET PK NAIL ANo DISC (PStt4 ,6004) (SPKN&O) Fo = FOUND FN&TT = FOUNO NAIL AND TIN TAB AM = AENCHMARK P.C.P = PERMANENT CONTROL PoINT(r) P.R I',1 = PERIVIANENT REFERENCE |\4ONUMENT( ) CBS=CONCRETE BLOCK& STUCCO FF = FINISHED FLOOR (PG) = PAGE CATV:CABLE TV CMP - CORRUGqTED METAL PIPE (M) = FIELD MEASUREMENT U T.S = UNITEo TELEPHONE RISER (P) OR (D)- PLAT OR RECORDED(DEEO) MEASUREITIENI (C) = CALCULATEO MEASUREMENT CONC = CONCRETE (PB) = PLAI BOOK LME = LAKE [,4AINTENANCE EASEMENT R C.P. = REINFORCED CONCRETE PIPE PROP = PROPERTY C.L - CENTERLINE T.O.B. = TOP OF BANK UE - UTltlTY EASEI,IENT DE = ORAINAGE EASEMENT CUE = COUNTY (U.E ) LBE = LANDSCAPE BUFFER EASEIIIENT ELEC = ELECTRIC PUE = PUBLIC UTILITY EASEMENT SWE = SIDEWALK EASEMENT c.G.s. + 7 ELEVATIONS SHOWN ARE BASED ON N A.V D, DATUI\,I OF 1988, DESCRIPTION OF BENCHI/IARK IS AS FOLLOWS N/A t- I I I - cil 331rT---!oool 43'40!al I_ ICJAVEI.E\G'F I CID'LS IOE.-AA\GLEEFOOOORECTON CJORD r, ---f--r5 oo---f--E 13otw --- L3 I ro 59 | s57"oa'43w I _t l I I I 3.D.g Packet Pg. 329 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln n6 l(\J a I,I I B 6!)t I a PLAI BOOK SHEET 2 20 PAGE zr lu NATURE POINTE A REPLAI OF TRACT 2 OF RIVER REACR. PLAI BOOK I4, PAGES 23.25, COLLIER COUNTY, FLORIDAA PART OF SECTION J5, TOTNSHIP 49 SOUTH. RANGE 25 EAST ffirflffi:m*q* rR^cr I 0r Rll€fi iE^o1.illr E00r r., Pl0E3 23-2s s T II I I i i t( a -7--B-- tu! .^. arrtit, EuLlf ! I 9. 0R3@( r6t9 , rr..3 dilcorcN O.J j...1i1-r .. - -,-,-pni .E ,:'9,7- l(tu\, I I I ,i',t1s_ ll!fiio)crll'4' 'i"rrl{}SJeiFizoni r xlaE gE-E:= l I I ,l ll ? I I I 1 rl t: i, r1! ___iii I I I I I I I I I I 3.D.g Packet Pg. 330 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln *.e-l ]o\3o\ ()o RS-l BUILUII.IG DEPT. CCIFY lr G't I _._L-- rfYttrED r0r coof rlrct 0Att Zon I ng l8 l3r But ldlng E r rctr i cr I rl.-ht.'ii.:.i..|l--.*.^.I .., Struc; ..,,'; I . lti l."t fl ittcr Englncrrlng I t- 3.D.g Packet Pg. 331 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) $01t0l0lv Flonrna Dupanrnarxr or' Erwrnoxurxral PnorrcrroN South District Oflice P.O. Box 2549 Fort Myers, FL 33902-2549 RI(-K S('0TT cOVIRr.'OR ITJNN]IIL,R CARROLL t. r. GovERN()R HERSCIIEI, T. VINYARD JR SF(]RETAR\ vIA ELECTRONIC MAIL January 3, 2013 Ronald & Stacey Purcell c/o Duane Thomas Marine 296 Rockhill Ct Marco Island FL 34145 duanethomasi rfacomcast.n€t Re:Collier County - ERP File No. I l-0315768-001 Dear Mr. & Mrs. Purcell: Thank you for your application to install a 112 square foot dock addition to an existing dock so that the total overwater square footage does not exceed 1,000 squarc feet at l52l Gordon River Lane, Naples in a canal, Class III Waters, Section 35, Township 49 South, Range 25 East, Collier County. This type of activity may require authorization for construction and operation ofthe project (regulatory authorization), unless otherwise exempt by statute or rule, authorization to use state-owned submerged lands (proprietary authorization), and federal authorization for works in waters of the United States through the State Programmatic General Permit (SPGP) program (SPGP fV-R1). Your request has been reviewed for all three authorizations. The authorizations you have been granted are listed below. Please read each section carefully. Your project MAY NOT have qualified for all three authorizations. Ifyour project did not qualiff for one or more of the authorizations, then that specific section will advise you how to obtain it. You may NOT commence your project without all three authorizations. If you change the project from whet you submitted, the authorizations(s) granted may no longer be valid at the time of commencement of the project. Please contact the Department prior to beginning your project if you wish to make any changes. REGULATORY RE}'IEW - VERIFIED Based on the information you sent to us, we have determined that your project is exempt from the need for an Environmental Resource Permit (ERP). You must comply with the criteria and limiting conditions in accordance with Rule 40E-4.051(3)(b), Florida Administrative Code (F.A.c.) 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 will expire after one year, and will not be valid at any other time if site conditions materially change, the project design is modified, or the statutes or rules goveming the exempt activity are amended, 3.D.g Packet Pg. 332 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) Ronald & Stacey Purecll File No I I -0315768-001 Page 2 of5 However, the activity may still be conducted without further notification to or verification from theDepartmentaftertheone-yearexpirationofthisverification,provided:1)theprojectdesign does not change; 2) site conditions do not materially change; and 3) there are no changes to the statutes or rules goveming the exempt activity. In the event you need to re-veriry the exempt status for the activity after the one-year expiration of this verification, a new application and verification fee will be required. Any substantial modifications to the project design should be submitted to the Departrnent for review, as changes may result in a permit being required. PROPRIETARY REVIEW _ NOT REQTIIREI) The Department of Environmental Protection has reviewed the location ofthe proposed project as described in the above referenced application and has determined that the project, as described, does not involve the use of sovereign submerged lands. Accordingly, no further authorization will be required from the Submerged Lands and Environmental Resources Program, designated agent to the Board of Trustees of the Internal Improvement Trust Fund, pursuant to Section 253.77. F.S. SPGP (FEDERAL) REVIEW - APPROYED WITH MANATEE CONDITIONS A}{D Sf,A TURTLE AND SMALLTOOTH SAWTISH CONSTRUCTION CONDITIONS Your project has been reviewed for compliance with State Programmatic General Permit (SPGP IV-R I ) effective luly 25, 2011. Your proposed activity as outlined on the drawings submitted with your application is in compliance with SPGP IV-RI. U.S. Army Corps of Engineer (Corps) Specific conditions apply to yow project (attached). No further perrrltting for this activity is required by the Corps. The authority granted under SPGP IV-R I expires five years from the date of issuance. Your project must be completed prior to this expiration date. This authorization is conditioned upon acceptance ofand compliance with the attached General Conditions for Department of the Army General Permits (SPGP IV-Rl) and/or Manatee Construction Conditions and Sea Turtle and Smalltooth Sawfish Construction Conditions. In the event of the transfer of ownership ofthe property by sale or by any other means, 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.the construction eriod for permits is finite. the Dermit itself.with its limitation, docs not exDi re. To validate the transfer of this permit and the liabilities associated with compliance with its terms and conditions, the attached transfer ofperrnit request must be completed and submitted to the Department at the time of transfer of ou,nership. Authority for review - an agreement with the U.S. Army Corps of Engineers entitled "Coordination Agreement between the U.S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection State Programmatic General Permit, Section l0 of the Rivers and Harbor Act of 1899 and Section 404 of the Clean Water Act." This notice constitutes final agency action and is subject to the provisions of Chapter 120, F.S., which does not apply to the SPGP IV-R I review. 3.D.g Packet Pg. 333 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) Ronald & Stacey Purecll File No. 1 1-0315768-001 Page 3 of5 NOTICE OF RIGHTS OF STIBSTANTIALLY AFFECTED PERSONS This letter acknowledges that the proposed activity is exempt from environmental resource permitting requirements under Rule 408-4.051(3)(b), F.A.C. This determination is final and effective on the date filed with the Clerk of the Departrnent unless a sufficient petition for an administrative hearing is timely filed under Sections 120.569 and 1,20.57, F.S., as provided below. If a sufficient petition for an administrative hearing is timely filed, this determination automatically becomes only proposed agency action subject to the result ofthe administrative review process. Therefore, on the filing ofa timely and sufficient petition, this action will not be final and effective until further order of the Department. 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. [n accordance with Rule 62- I I 0.106(3), F.A.C., petitions for an administrative hearing by the applicant must be filed within 21 days ofreceipt ofthis written notice. Petitions, filed by any persons other than the applicant and other tlan those entitled to written notice under Section 120.60(3), F.S., must be filed within 2l days of publication of the notice or within 2l days of receipt of the wriften noticc, whichever occurs first. (a) The name and address ofeach agency affected and each agency's file or identification number, ifknown; (b) The name, address, and telephone number of the petitioner; the name, address, and telephone number ofthe petitioner's representative, ifany, which shall be the address for service purposes during the course ofthe proceeding; and an explanation ofhow 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 decisionl (d) A statement ofall disputed issues of material fact. Ifthcre are none, the petition must so indicate; (e) A concise statement ofthe ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification ofthe agency's proposed action; (f) A statement ofthe specific rules or statutes that the petitioner contends require reversal or modification ofthe agency's proposed action, including an explanation ofhow the alleged lacts relate to the specific ru1es or statutes; and (g) A statement ofthe 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. A petition that does not dispute the material facts on which the Department's action is based shall state that no such facts are in dispute and otherwise shall contain the same information as set forth above, as required by Rule 28-106.301, F.A.C. The petition must contain the information set forth above and must be filed (received by the clerk) in the Office of General Counsel,3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000. The petitioner shall mail acopyofthe petition to the applicant at the applicant's address indicated above at the time offiling. The failure of any person to file a A petition that disputes the material facts on which the Department's action is based must contain t}e following information: 3.D.g Packet Pg. 334 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) Ronald & Stacey Purecll File No. I 1-0315768-001 Page 4 of5 petition for an administrative hearing or pursue mediation as provided below within the appropriate time period shall constitute a waiver ofthose rights. Under Sections 120.569(2)(c) and (d), F.S., a petition for administrative hearing must be dismissed by the agency if the petition does not substantially comply with the above requirements or is untimely filed. 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 administrativc 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, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, before the applicable deadline. A timely request for extension of time shall toll the running of the time pcriod for filing a petition until the request is acted upon. Ifa request is filed late, the Department may still grant it upon a motion by the requesting party showing that the failure to file a request for an extension of time before the deadline was the result ofexcusable neglect. Because an administrative hearing may result in tle reversal or substantial modification ofthis action, the applicant is advised not to commence construction or other activities until the deadlines noted below for filing a petition for an administrative hearing or request for an extension of time have expired and until the exemption(s) has(have) been executed and delivered. This letter acknowledging that the proposed activity is exempt from environmental resource permitting requirements under Rule 40E-4.051(3)(b) constitutes an order ofthe Department. Subject to the provisions of Section 120.68(7)(a), F.S., which may require a remand for an administrative hearing, the applicant has the right to seek judicial review ofthe order under Section 120.68, F.S., by the filing of a notice of appeal under Rule 9.1 10 of the Florida Rules of Appellate Procedure with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000; and by filing a copy ofthe notice of appeal accompanied by the applicable filing fees with the appropriate district court ofappeal. The notice of appeal must be filed within 30 days from the date when the order is filed with the Clerk of the Department. Tlre applicant, or any party within the meaning of Section 373.1 la( I )(a) or 373.427 5, F.S., may also seek appellate review of the order before the Land and Water Adjudicatory Commission under Section 373.114(l) or 373.4275,F.5. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary ofthe Commission and served on the Departrnent within 20 days fiom the date when the order is filed with the Clerk of the Department. Mediation is not available. If a timely and sufficient petition for an administrative hearing is filed, other persons whose substantial interests will be affected by the outcome of the administrative process have the right to petition to intervene in the proceeding. lntervention will be permitted only at the discretion of the presiding oIficer upon the filing 6f a motion in compliance with Rule 28-106.205, F.A.C. 3.D.g Packet Pg. 335 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) Ronald & Stacey Puecll File No. I l-0315768-001 Page 5 of 5 Complete copies ofall documents relating to this determination of exemption are available for public inspection during normal business hours, 8:00 a.m. to 5:00 p.m., Monday through Friday, at Florida Department of Environmental Protection, South District Offrce, 2295 Victoria Avenue, Fort Myers, FL 33901 . Thank you for applying to the Submerged Lands and Environmental Resource Program. If you have any questions, please contact Tim Schwan by telephone at (239) 344-5692 or by e-mail at Timothy.Schwan@)dep.state.fl .us. When referring to this project, please reference the file number listed above. Sincerely, Megan Mills Environmental Specialist Submerged Lands and Environmental Resource Program MM/mv Enclosures: 3 drawing(s) General Conditions for Departrnent of the Army General Permits (SPGP lV-R1) Standard Manatee Construction Conditions Sea Turtle and Smalltooth Sawfish Construction Conditions CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this document, including all copies, was mailed before the close ofbusiness on January 3, 2013, to the above listed person(s). 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. l^\1 Ot.r, Uidr.rrng January 3,2013 Clerk Date 3.D.g Packet Pg. 336 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) GENERAL CONDITIONS FOR DEPARTMENT OF THE ARMY GENERAL PERMITS General Conditions: 1) The time limit for completing the work authorized ends five years from the date of lssuance 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 tmnsfer 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) lf you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notifu this office of what you have found. We will initiate the Federal and State coordination required to determine ifthe remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4) Ifyou sell the property associated with this permit, you must obtain the siglature and mailing ad&ess of the new owner in the space provided below and forward a copy of the permit to this omce to validate the transfer of this authorization. 5) Ifa 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 offrce 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 otlers. 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 Govemment 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 fiom natural causes. b) Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalfofthe United Srates in the public interest. (SPGP rV-R1) 3.D.g Packet Pg. 337 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) GENERAL CONDITIONS FOR DEPARTMENT OF THE ARMY GENERAL PERMITS PGP IV-R1 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 ofthis office that issuance ofthis permit is not contrary to the public interest was made in reliance on the information you provided. 4) Reevaluation of Pennit Decision: This office may reevaluate its decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to. Lhe 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 interesl 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 and326.5. 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 measues ordered by this oflice, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CFR 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 t}re properry 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 sigrr and date below and mail to Department of Environmental Protection, South District Office, P.O. Box 2549, Fort Myers, FL 33902-2549. TRANSFEREE- Signature Date NAME-Printcd ADDRESS 3.D.g Packet Pg. 338 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) STANDARD MANATEE CONDINONS FOR IN-WATER WORK 2011. The permittee shall comply with the following conditions intended to protect manatees from direct project effects: b. All vessels associated with the construction project shall operate at "Idle Speed/No Wake" at all times while in the immediate area and v/hile in water where the draft of the vessel provides less than a four-foot clearance from the bottom. All vessels will follow routes of deep water whenever possible. c. Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled, shall be properly secured, and shall be regularly monitored to avoid manatee entanglement or entrapment. Barriers must not impede manatee movement. d. All on-site project personnel are responsible for observing water-related activities for the presence ofmanatee(s). All in-water operations, including vessels, must be shutdown ifa manatee(s) comes within 50 feet of the operation. Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation, or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation. Animals must not be herded away or harassed into leaving. e. Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888404-3922. Collision and/or injury should also be reported to the U.S. Fish and Wildlife Service in Jacksonville (1- 904-731-3336) for north Florida or Vero Beach (l -772-562-3909) for south Florida and emailed to FWC at ImrreriledSpecies(rDmyFWC.com. a. All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary Act. f. Temporary signs conceming manatees shall be posted prior to and during all in-water project activities. All signs are to be removed by the permittee upon completion of the project. Awareness signs that have already been approved for this use by the FWC must be used. One sign which reads Caution: Baarers must be posted. A second sign measuring at leastS %" by 1 I " explaining the requirements for "Idle Speed,No Wake" and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water- related activities. These sigrs can be viewed at http://m)firc.com/lVILDLIFEHABITATS/manatee signJendors.htm. Questions concerning these signs can be forwarded to the email address listed above. 3.D.g Packet Pg. 339 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) SEA TURTLE AND SMALLTOOTH SAWFISH CONSTRUCTION CONDITIONS The permittee shall comply with the following protected species construction conditions: a. The permittee shall instruct all personnel associated with the project of the potential presence ofthese species and the need to avoid collisions with sea turtles and smalltooth sawfish. All construction personnel are responsible for observing water-related activities for the presence of these species. b. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing sea turtles or smalltooth sawfish, which are protected under the Endangered Specics Act of 1973. Siltation barriers shall be made of material in which a sea turtle or smalltooth sa*fish cannot become entangled, be properly secured, and be regularly monitored to avoid protected species entrapment. Barriers may not block sea turtle or smalltooth sav/fish entry to or exit from designated critical habitat without prior agreement from the National Marine Fisheries Service's Protected Resources Division, St. Petersburg, Florida. d. All vessels associated with the construction project shall operate at "no wake/idlc" speeds at all times while in the construction area and while in water depths where the dmft of the vessel provides less than a four-foot clearance fiom the bottom. All vessels will preferentially follow deep-water routes (e.g., marked channels) whenever possible. If a sea hrtle or smalltooth sadish is seen within 100 yards of the active daily construction/dredging operation or vessel movement, all appropriate precautions shall be implemented to ensure its protection. These precautions shall include cessation of operation ofany moving equipment closer than 50 feet of a sea turtle or smalltooth sawfish. Operation of any mechanical construction equipment shall cease immediately if a sea turtle or small tooth sawfish is seen within a fifty-foot radius of the equipment. Activities may not resume until the protected species has departed the project area of its own volition. f. Any collision with and./or injury to a sea turtle or smalltooth sawfish shall be reported immediately to the National Marine Fisheries Service's Protected Resources Division (727-824-5312) and the local authorized sea turtle stranding/rescue organization. g. Any special construction conditions, required ofyour specific project, outside these general conditions, ifapplicable, will be addressed in the primary consultation. C e 3.D.g Packet Pg. 340 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) \e "tl oloo857Permit No.Tax Folio No. NOTICE OF COMMENCEMENT State ot FLORIDA County of COLLIER The irndeBiorEd har€bv giv* nollce t |at improvomont will bo made to ""rui-J i."-tt , .naln accordance witn chaptsr 7t 3, Florida Statutst'-tfrl rorroriril i,it*iirtion b provided in thla tlotico of comrnorcement L Oescri ptlon of description of the and rqss if available) 2. Genoral of improveme nt: I Effit*{i:;dfll}$it#f *E"*ru*"'u*' REC $10.0o 3. ownor lnformatio a. Nams and addrcas: b. lntetcat ln PropertY: c. Name and addrcs of f.e 3im plE tldeholder (if o$er than Ov,ner): n r'l:l3i{lot{ 4-a. Co ad!ress) b. contractofs phone number: 5. Sur8ty a. Name and AddrB3: L 7+l +5 c. Amount of bond: 6a. Lenden (name ard address) E Lendet's 7a, PeFons as provided Dhonsnumb€E ''*iriin oe Sbte ot Fiorlda D*ignated by osner upon whom bt-a;tion 713.13(1XaF., Florida Statrt6s: (name and address) notlccs or other documents may be sorvad b. Phone numbers ot designated Persons: 8a. ln addltion to himself or heBelf, Owner d$ignates to recelve a coPY of Lleno/s Notlce as Provlded ln Secuon 7t3.13 (1Xb)Florida Statutes. b- Phone numbet of polrofl or entity designabd by owner: g.Expiratlondatoofnoticao'commencement(tllgexpirationdat6Islyearfromthcdateot]cco'dlngunlesae dtffeEnt dato b 3peclned) WARNING TO owNER: Ar{Y PAYIIEHTS IIADE BY THE OWNER AFTER THE EXPIRATIO N OF THE I{OTICE OF CO TIENCET|ENT ARE CONSIDERED IMPROPER PAYMEIITS UNDER CHAPTER 713,PART l, sEcno 7l3.l3,FLORDA STATUTES, AND CAN RESULT IN YOUR PAYING ]wlCE FOR IMPROVEME'TTS TO YOUR PROPERTY. A NOIICE OF CO UENCET*ENT XIUST BE RECORDEO ANO POSTED ON THE JOB SITE BEFORE I}IE FIRST INSPECTION. IF YOU T IEND TO OEIATN FII{ANCING, CO SULT At{ATTORNEY BEFORE COTIIMEN CING WORK OR RECORDING YOUR NOIICEOFcO ENcElrlExT. oI Ov.rner o[Ownefs Aurtolzed (Signatory's TiUe/Office) ot- acknowbdged lqforca{ Psrc?ll me rhls I day of -(name of pecon) as (name ot authority,...e.9. was exec1iled). (PrinH mme ol D€PulY Oerk) PerEonally Known OR Produced ldentification _- Type of ldenufication Produced Verifi cation Pursuant to S€dion 92.525. Florida Stai.rtes,Under penalties of facls it are true to the best of my knowledge DW'IGHT E BROCK, CLERK OF CIRCU]T COURT (Signature of DePutY Clerk)(srs Prblic - State of Flo{ida) (Print, Type, or Stamp Commiss'toned Name of Notary Public) pady on behalf ! 6bD ol Y (Signature of Person Signing Above) and belief Rev.7/2007 3.D.g Packet Pg. 341 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) Gollier Gounty Payment Slip - Permits January 22, 2013 Duane Thomas Marine Construction LLC 296 ROCKHILL CT MARCO ISLAND, FL 34145- Owner: PURCELL, RONALD T & STACEY R Permit Location: 1521 Gordon River LN FEES: Date: Contact: Descriotion lnspection Fee Site Engineering Structural Fee Residential - Review BCAI DCA Zoning Review - Review Apolication Number PR8D20130100857 PR8D20130100857 PR8D20130100857 PR8D20130100857 PR8D20130100857 PR8D20130100857 Permit Number PR8D2013010085701 PR8D2013010085701 PR8D2013010085701 PR8D2013010085701 PR8D2013010085701 PR8D2013010085701 Total: Fee $60.00 $150.00 $0.00 $2.55 $2.ss $0.00 $215.10 Paid Fee $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Bonds: Item Type Balance Job Description: PILINGS FRAMING, DECKING (DOCKADDITION) 1521 GORDON RIVER LANE 3.D.g Packet Pg. 342 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.g Packet Pg. 343 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 3.D.gPacket Pg. 344Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln 3.D.g Packet Pg. 345 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.gPacket Pg. 346Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln 3.D.g Packet Pg. 347 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.gPacket Pg. 348Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln 3.D.g Packet Pg. 349 Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.gPacket Pg. 350Attachment: Attachment F - PRBD20130100857 (23469 : PL20220003152 BDE 1521 Gordon River Ln 3.D.h Packet Pg. 351 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 352 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 353 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 354 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 355 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 356 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 357 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 358 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) Page 1 of 2 Operations & Regulatory Management Division ● 2800 North Horseshoe Drive ● Naples, FL 34104 ● 239-252-2400 www.colliercountyfl.gov ADDRESSING CHECKLIST Please complete the following and email to GMD_Addressing@colliercountyfl.gov or submit in person to the Addressing Section at the address listed below. This form must be signed by Addressing personnel prior to the pre-application meeting. Please allow 3 business days for processing. Not all items will apply to every project. Items in bold are required. FOLIO NUMBERS MUST BE PROVIDED. Forms older than 6 months will require additional review and approval by the Addressing Section. PETITION TYPE (Indicate type below. Complete a separate Addressing Checklist for each Petition type). BL (Blasting Permit) BD (Boat Dock Extension) Carnival/Circus Permit CU (Conditional Use Permit) EXP (Excavation Permit) FP (Final Plat) LLA (Lot Line Adjustment) PNC (Project Name Change) PPL (Plans & Plat Review) PSP (Preliminary Subdivision Plat) PUD Rezone RZ (Standard Rezone) SDP (Site Development Plan) SDPA (SDP Amendment) SDPI (Insubstantial Change to SDP) SIP (Site Improvement Plan) SIPI (Insubstantial Change to SIP) SNR (Street Name Change) SNC (Street Name Change – Unplatted) TDR (Transfer of Development Rights) VA (Variance) VRP (Vegetation Removal Permit) VRSFP (Vegetation Removal & Site Fill Permit) OTHER LEGAL DESCRIPTION of subject property or properties (copy of lengthy description may be attached) FOLIO (Property ID) Number(s) of above (attach to, or associate with, legal description if more than one) STREET ADDRESS or ADDRESSES (as applicable, if already assigned) •LOCATION MAP must be attached showing exact location of project/site in relation to nearest public road right-of-way •SURVEY (copy – only needed for unplatted properties) CURRENT PROJECT NAME (if applicable) PROPOSED PROJECT NAME (if applicable) PROPOSED STREET NAMES (if applicable) SITE DEVELOPMENT PLAN NUMBER (for existing projects/sites only) SDP - or AR or PL # Addressing Checklist (Rev 12/2021) T49, R25, S35 name not yet approved 3.D.h Packet Pg. 359 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC)4 NATURE POINTE LOT 19 63770001185 1521 Gordon River Lane Naples, FL 34104 1521 Gordon River Lane Addressing Checklist (Rev 12/2021) Page 2 of 2 Operations & Regulatory Management Division ● 2800 North Horseshoe Drive ● Naples, FL 34104 ● 239-252-2400 www.colliercountyfl.gov Project or development names proposed for, or already appearing in, condominium documents (if application, indicate whether proposed or existing) Please Return Approved Checklist By: Email Personally picked up Applicant Name: Phone: Email: Signature on Addressing Checklist does not constitute Project and/or Street Name approval and is subject to further review by the Operations Division. FOR STAFF USE ONLY Folio Number Folio Number Folio Number Folio Number Folio Number Folio Number Approved by: Date: Updated by: Date: IF OLDER THAN 6 MONTHS, FORM MUST BE UPDATED OR A NEW FORM SUBMITTED. 63770001185 4/8/2022 3.D.h Packet Pg. 360 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC)5121 Gordon River Lane 4 Jeff Rogers (239) 643-0166 Jeff@thanaples.com 3.D.h Packet Pg. 361 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 362 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 363 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 364 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 365 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 366 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 367 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 368 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 369 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 370 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 371 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 372 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 373 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 374 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 3.D.h Packet Pg. 375 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 3.D.h Packet Pg. 376 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 377 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) Narrative Description: The proposed Boat Dock Extension request is for a single-family dock located within the Nature Pointe which is further located within the River Reach PUD along the Gordon River. This section of the Gordon River bottoms lands is owned by the Nature Pointe Homeowners Association, Inc. as well as part of the rip-rap shoreline. The proposed dock is existing and due to some pre and post as built survey complications in regard to the overall protrusion under building permit PRBD20210626117, the dock now as surveyed extends out 22-feet from the plotted property line which is the most restrictive point. Therefore, the dock protrudes 2-feet past the allowed 20-feet and approximately 18-feet from the MHWL. Therefore, as proposed the applicant is requesting a 2-foot extension as the platted property line in this case is the most restrictive point. The subject waterway is approximately 122-feet wide and as proposed the dock will protrude approximately 19% into the subject waterway. The required side yard setbacks as outlined within the LDC are 15-feet and as the dock currently exist provides the required setbacks. If this BDE request is approved the marine contractor with the open building permit will then be able to close out the open permit and receive the CO. Based on the criteria, waterway width, the other existing docks on the waterway and the fact that the dock will not impact navigation we believe the BDE should be approved and therefore no additional modifications to the existing dock will be required. 3.D.h Packet Pg. 378 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 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.) Criterion Met Response: The total waterfront length for this property is 80-ft. The zoning and upland land use is a PUD with single-family residential units which warrants no more than 2 slips per CC-LDC. The current proposed dock design has 1 existing boat slip. 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 Response: See attached survey and associated BDE exhibits illustrating the existing shoreline and associated base of riprap. At the 20-foot protrusion line when taken from the platted property line there is just not sufficient water depths to accommodate the dock and average vessel beam width of 10-feet. The dock has been brought into the shoreline as much as possible and the outer walkway of the dock has been minimized down to less than 2-feet wide is smaller than what is recommended for safe routine access to the vessel but that is what is existing. Overall, there is insufficient water depths to moor a vessel or provide safe access to the docking facility within the 20-foot protrusion mark for the average sized vessels in today’s boat market. 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.) Criterion Met 3.D.h Packet Pg. 379 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) Response: The docking facility does not have any adverse impacts on navigation as it only protrudes 22-feet from the platted property line and 18-feet from the MHWL into the waterway that is approximately 122-feet wide from MHWL to MHWL. The entire waterway is used for navigation as there are no navigational markers indicating the exact thread of navigation. The proposed docking facility provides adequate space for navigation through this waterway and further no other docks will ever be built directly across the waterway from the subject property. Additionally, the dock protrusion is consistent with most other existing docks along the subject shoreline. 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.) Criterion Met Response: The docking facility protrudes approximately 22-feet from the platted property line into a waterway that is 122-feet wide from MHW to MHW. The proposed dock protrudes approximately 19% into the waterway and therefore as proposed/existing is within the allowed 25%. 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 Response: The docking facility provides 15-foot and 21-foot setbacks from each property/riparian lines. The CC-LDC requires 15-foot setbacks for properties with shorelines greater than 60 linear feet of shoreline. Therefore, the subject docking facility is located within the required setbacks, provides safe access with a vessel, and does not interfere with any of the neighboring docking facilities. Additionally, the dock is existing as proposed and both adjacent neighboring properties have docks and currently access their docks with no impacts. 3.D.h Packet Pg. 380 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 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.) Response: The proposed dock facility was primarily governed by the County guidelines and the approved PUD for the River Reach. The one special condition for the property which is not unique is the fact that the property line is the most restrictive and therefore there is approximately 4-feet of dock that is not even over the water being landward of the MHWL. Additionally, with a rip-rap shoreline the dock and associated boatlift/slip must protrude further out into the waterway to avoid being located over rock. These factors again are not unique for just this property but are part of the design criteria one must consider when proposing a dock design. 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.) Response: The proposed dock facility has been minimized in order to meet the County dock building guidelines, the approved PUD, and be constructed within the 25% width of waterway. The proposed/existing dock design is consistent with the other existing dock along the subject shoreline some of which have been approved for BDEs in the past. Additionally, the design does provide adequate and safe access to and from the vessel while still allowing room for other recreational use like fishing and kayak/paddle access and storage on the dock. 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.) Response: The proposed dock facility has been designed to only moor one vessel up to 30-feet and the subject property’s shoreline length is approximately 80-feet. Based on this data the proposed vessel length will not exceed 50% of the shoreline length and therefore, this criterion is 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.) Response: The proposed dock facility will be one of potentially 14 other single-family docking facilities allowed to be constructed along this shoreline. The proposed dock has been designed within the designated setback area as outlined in the approved LDC and PUD document for this development. The proposed docking facility design is consistent with others on this waterway and will not affect neighboring properties view of the waterway. Criterion Met 3.D.h Packet Pg. 381 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 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.) Response: There are no seagrass beds present on the property nor the neighboring properties within 200’ of the existing dock structure. Criterion Met 6. Whether or not the proposed dock facility is subject to the manatee protection requirements of LDC subsection 5.03.06 E.11. (If applicable, compliance with subsection 5.03.06.E.11 must be demonstrated.) Response: The proposed work is a single-family dock facility and therefore not subject to Manatee Protection Requirements. 3.D.h Packet Pg. 382 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 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 26.162616<> LONGITUDE:W -81.782468SITE ADDRESS:<> 1521 GORDON RIVER LNNAPLES, 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:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg LOCATION MAP 6/23/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-16-2222070-35251521 GORDON RIVER LNLOCATION MAP49-------------------01 OF 07COLLIER COUNTYCOLLIER COUNTYGULF OF MEXICOGULF OF MEXICO8588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTY3.D.hPacket Pg. 383Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 NESW0153060SCALE IN FEETSITE ADDRESS:,1521 GORDON RIVER LNNAPLESFL34104Turrell, 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:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg EXISTING CONDITIONS 6/23/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-16-2222070-35251521 GORDON RIVER LNEXISTING CONDITIONS49-------------------02 OF 07·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 SURVEYING, INC."04-21-21-1.63'+0.44'80'384122'PROPERTYBOUNDARYMHWL122' MHW TO MHWEXISTINGDOCKEXISTINGRIPRAPRIPARIANLINERIPARIANLINE14'35' 15' 21'3.D.hPacket Pg. 384Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 P:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg 6/23/2022NESW081632SCALE 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:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg PROPOSED SITE PLAN 6/23/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-16-2222070-35251521 GORDON RIVER LNPROPOSED SITE PLAN49-------------------03 OF 07·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:PROPERTYBOUNDARYMHWLEXISTINGDOCKEXISTINGRIPRAPRIPARIANLINE"COURT GREGORY SURVEYING, INC."04-21-21-1.63'+0.44'80'384122'38438422'15' 21'22'35'11.8'1.5'18'12.6'3.D.hPacket Pg. 385Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 0248SCALE 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:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg CROSS SECTION 6/23/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-16-2222070-35251521 GORDON RIVER LNCROSS SECTION49-------------------04 OF 07MHW +0.44' (NAVD '88)MLW -1.63' (NAVD '88)EXISTING DOCKEXISTING BOAT LIFTEXISTING RIPRAP22' PROTRUSION FROM PROPERTY LINEPROPERTY LINE18' PROTRUSION FROM MHWL12.6'3.D.hPacket Pg. 386Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 P:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg 6/23/2022NESW0153060SCALE IN FEETPROPERTYBOUNDARYMHWLTurrell, 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:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg SUBMERGED RESOURCE SURVEY 6/23/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-16-2222070-35251521 GORDON RIVER LNSUBMERGED RESOURCE SURVEY49-------------------05 OF 07110'10'200'TYPICAL DIVE TRANSECTNO SEAGRASSES WEREOBSERVED GROWINGWITHIN 200 FT OF THEPROPOSED PROJECTTRANSECT3.D.hPacket Pg. 387Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 P:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg 6/23/2022NESW0100200400SCALE IN FEETPROPERTYBOUNDARYTurrell, 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:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg ADJACENT DOCKS 6/23/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-16-2222070-35251521 GORDON RIVER LNADJACENT DOCKS49-------------------06 OF 0721'31'25'30'27'31'30'27'21'25'24'22'20'NOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.PROPOSED DOCK3.D.hPacket Pg. 388Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 NESW0153060SCALE IN FEETSITE ADDRESS:,1521 GORDON RIVER LNNAPLESFL34104Turrell, 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:\22070.00 Figenskau - 1521 Gordon River Lane\CAD\PERMIT-COUNTY\22070-BDE.dwg WIDTH OF WATERWAY 6/23/2022THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.SE1.2.3.4.5.REV BY:DATE:CHK BY:CHANGED:SHEET NO.:RY NO. 5875JRRMJ06-16-2222070-35251521 GORDON RIVER LNWIDTH OF WATERWAY49-------------------07 OF 07PROPERTYBOUNDARYMHWL122' MHW TO MHW22'3.D.hPacket Pg. 389Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 3.D.hPacket Pg. 390Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC)03/02/2022 1521 GORDON RIVER LN NAPLES, FL 34104 FOLIO #63770001185 SUBMERGED RESOURCE SURVEY REPORT MAY 18, 2022 PREPARED BY: 3.D.h Packet Pg. 391 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) Table of Contents 1 Introduction ....................................................................................................................................... 1 2 Objective ............................................................................................................................................. 2 3 Methodology ...................................................................................................................................... 3 4 Results ................................................................................................................................................. 4 5 Conclusion .......................................................................................................................................... 5 6 Photos .................................................................................................................................................. 6 3.D.h Packet Pg. 392 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 1521 Gordon River Ln Submerged Resource Survey May 2022 1 1 INTRODUCTION Turrell, Hall & Associates, Inc. (THA) has been contracted to provide environmental services in the form of a Submerged Resource Survey (SRS) at a property addressed as 1521 Gordon River Ln in Naples, FL 34104 that can be identified by folio #63770001185. This resource survey will provide planning assistance to both the property owner and regulating agencies during the review process for the proposed project. The subject property consists of a 0.21-acre parcel that can be found in Naples along the Gordon River that connects to Naples Bay and the Gulf of Mexico. The parcel currently contains a single- family residence with an existing docking facility and one boatlift. The property is neighbored to the north and south by other single-family residences, to the west by the Gordon River, and to the east by Gordon River Lane. The SRS was conducted on May 18, 2022, between approximately 1:45 p.m. and 2:30 p.m. Site conditions consisted of most clear skies with a slight SE breeze. Water clarity was fair to good which allowed approximately 12-18 inches of visibility. The ambient air temperature was approximately 81 degrees Fahrenheit and wind speeds averaged 5-10 mph from the SE. Low tide occurred before the site visit at approximately 9:09 a.m. and fell to approximately 1.4 feet below the Mean Low Water Mark. High tide was achieved during the site visit at approximately 2:11 p.m., reaching approximately 3.4 feet above the Mean Low Water Mark. 3.D.h Packet Pg. 393 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 1521 Gordon River Ln Submerged Resource Survey May 2022 2 2 OBJECTIVE The objective of the SRS was to identify and locate any existing submerged resources within 200 feet of the existing docking facility and proposed additional boatlift. Ordinarily, if seagrasses are present within the vicinity of a project area, an analysis will be required regarding species, percent coverage, and impacts projected by the proposed project. The presence of seagrasses may be ample cause for re-configuration of the design for projects over surface waters in order to minimize impacts. The general scope of work performed during a typical submerged resource survey is summarized below: • THA personnel will conduct a site visit and swim a series of transects within the project site in order to verify the location of any submerged resources. • THA personnel will identify submerged resources within the vicinity of the site and produce an estimate of the percent coverage of any resources found. • THA personnel will delineate the approximate limits of any submerged resources observed via a handheld GPS device. 3.D.h Packet Pg. 394 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 1521 Gordon River Ln Submerged Resource Survey May 2022 3 3 METHODOLOGY THA biologists intentionally designed the methodology of the SRS to cover not only the entire property shoreline of the subject property but also the area within 200 ft. of the project site. The components utilized for this survey included: • Reviewing aerial photography of the surveyed area. • Establishing survey transect lines (spaced approximately 10 feet apart) overlaid onto aerials. (See attached Exhibits) • Physically swimming the transects, GPS locating the limits of any submerged resources found, and determining the percent coverage within the area. • Documenting and photographing all findings The surveyed area was evaluated systematically by following the established transect lines throughout the project site as shown on the attached exhibit. Existing and neighboring properties, docking facilities, and other landmarks provided reference markers which assisted in maintaining correct positioning over each transect. During this SRS, one THA staff member swam the transect lines using snorkel equipment while a second remained on the shore taking notes and compiling findings on an aerial of the project site. Ordinarily, if any resources are found, they are photographed, GPS located, delineated, and analyzed for percent coverage within the area via a half meter square quadrat. 3.D.h Packet Pg. 395 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 1521 Gordon River Ln Submerged Resource Survey May 2022 4 4 RESULTS The substrate found within the surveyed area consists of 2 distinct classifications: silt sand and muck with a varying levels of shell debris. This silt sand substrate was found mostly along the shoreline/shallower areas and the muck was mostly concentrated out in the deeper areas. The shoreline consists of rip-rap with piles and an existing docking facility which supports a variety of fish with little to no sessile and motile invertebrates such as barnacles and mud crabs due to higher levels of freshwater along this section of the Gordon River. Algae was observed covering parts of the submerged riprap and existing dock piles but was not observed in the underlying substrate. The majority of the project site was devoid of vegetative growth, presumably because of a combination of freshwater levels and water clarity. Such conditions also create highly turbid waters, reducing penetration of the water column by sunlight. A list of observed species can be seen below in Table 1. Table 1 – Observed fish & other species Common Name Scientific Name Striped Mullet Mugil cephalus Grey Snapper Lutjanus griseus Sheepshead Archosargus probatocephalus Crevalle Jack Caranx hippos Mud Crab Panopius herbstii 3.D.h Packet Pg. 396 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 1521 Gordon River Ln Submerged Resource Survey May 2022 5 5 CONCLUSION The submerged resource survey conducted at the project site yielded few findings at best. Fish, mud crabs, and some algae could be seen within the existing dock footprint as well as on the rip-rap shoreline and the dock piles. The algae observed on parts of the rip-rap and dock piles, but nowhere else around the project site. Seagrasses were not observed anywhere near the project site. All fish species were observed swimming in and around the existing docking facility. Negative impacts to submerged resources are not expected with the proposed project. 3.D.h Packet Pg. 397 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 1521 Gordon River Ln Submerged Resource Survey May 2022 6 6 PHOTOS Photo 1: Existing dock and associated boatlift. Photo 2: Sandy material and shell debris found throughout the surveyed area. 3.D.h Packet Pg. 398 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 1521 Gordon River Ln Submerged Resource Survey May 2022 7 Photo 3: Typical view of bottom sediment. Photo 4: Typical view of existing dock piles 3.D.h Packet Pg. 399 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 400 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.hPacket Pg. 401Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 3.D.hPacket Pg. 402Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 3.D.hPacket Pg. 403Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 3.D.hPacket Pg. 404Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 3.D.hPacket Pg. 405Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 3.D.hPacket Pg. 406Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 3.D.hPacket Pg. 407Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 3.D.h Packet Pg. 408 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 3.D.h Packet Pg. 409 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 15224 HIDEAWAY RIDGE ROAD ROGERS, AR 72758 Current Principal Place of Business: Current Mailing Address: 15224 HIDEAWAY RIDGE ROAD ROGERS, AR 72758 US Entity Name: FLORIDA 4 FIGS, LLC DOCUMENT# L16000197239 FEI Number: 81-4233719 Certificate of Status Desired: Name and Address of Current Registered Agent: GENTZLE, MICHAEL D 4001 TAMIAMI TRAIL NORTH SUITE 300 NAPLES, FL 34103 US The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Authorized Person(s) Detail : I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: Electronic Signature of Signing Authorized Person(s) Detail Date FILED Apr 12, 2022 Secretary of State 9447910906CC ANNAMARIE FIGENSKAU PARTNER 04/12/2022 2022 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT No Title MGR Name FIGENSKAU, ERIK R Address 15224 HIDEAWAY RIDGE ROAD City-State-Zip:ROGERS AR 72758 Title MGR Name FIGENSKAU, ANNAMARIE T Address 15224 HIDEAWAY RIDGE ROAD City-State-Zip:ROGERS AR 72758 3.D.h Packet Pg. 410 Attachment: Attachment G - Application and Supporting Documents (23469 : PL20220003152 BDE 1521 Gordon River Ln Florida 4 Figs LLC) 10/13/2022 COLLIER COUNTY Collier County Hearing Examiner Item Number: 3.E Item Summary: Petition No. BDE-PL20210002320 - 415 Seabee Ave - Request for a 12-foot boat dock extension from the maximum permitted protrusion of 20 feet allowed by Section 5.03.06 of the Collier County Land Development Code for waterways greater than 100 feet in width, to allow a boat docking facility protruding a total of 32 feet into a waterway that is 213± feet wide. The subject property is located at 415 Seabee Avenue and is further described as Lot 19, Block Q, Conner's Vanderbilt Beach Estates Unit No. 2, in Section 29, Township 48 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 2 Meeting Date: 10/13/2022 Prepared by: Title: Planner – Zoning Name: John Kelly 09/22/2022 4:35 PM Submitted by: Title: Zoning Director – Zoning Name: Mike Bosi 09/22/2022 4:35 PM Approved By: Review: Growth Management Operations & Regulatory Management Kenneth Kovensky Review Item Completed 09/22/2022 5:34 PM Hearing Examiner (GMD Approvers) Diane Lynch Review Item Completed 09/23/2022 6:48 PM Zoning Ray Bellows Review Item Completed 09/25/2022 2:27 PM Zoning Mike Bosi Division Director Completed 09/26/2022 4:42 PM Hearing Examiner Andrew Dickman Meeting Pending 10/13/2022 9:00 AM 3.E Packet Pg. 411 BDE-PL20210002320 – 415 Seabee Ave Page 1 of 10 September 20, 2022 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: ZONING DIVISION – ZONING SERVICES SECTION GROWTH MANAGEMENT DEPARTMENT HEARING DATE: OCTOBER 13, 2022 SUBJECT: BDE-PL20210002320, 415 SEABEE AVENUE - MAFFEI DOCK _________________________________________________________________________ PROPERTY OWNER/APPLICANT: AGENT: Massimo and Phyllis LaGrasta Maffei Nick Pearson 11128 Palmetto Ridge Dr. Turrell, Hall & Associates, Inc. Naples, FL 34110 3584 Exchange Ave. Naples, FL 34104 REQUESTED ACTION: The petitioner requests a 12-foot boat dock extension from the maximum permitted protrusion of 20 feet for waterways greater than 100 feet in width, pursuant to Section 5.03.06 of the Collier County Land Development Code (LDC), to allow a boat docking facility protruding a total of 32 feet into a waterway that is 213± feet wide. GEOGRAPHIC LOCATION: The subject property is located at 415 Seabee Avenue, further described as Lot 19, Block Q, Conner’s Vanderbilt Beach Estates Unit No. 2, in Section 29, Township 48 South, Range 25 East. Collier County, Florida. (See location map on the following page) PURPOSE/DESCRIPTION OF PROJECT: The subject property comprises 0.22 acres that has been razed, is located within a Single-Family- 3 (RSF-3) Zoning District, with 80± feet of water frontage. Building Permit No. PRBD20201250795 was issued on 06/04/2021, re-issued on 07/21/2021 upon receipt of revisions, for a 3-story single-family residence that is presently under construction; the project is in “Inspect Status” with inspections being performed by a private provider. The proposed dock facility consists of an L-shaped floating dock that will be shore parallel with two boatlifts, one on the outside to moor a 31-foot vessel and a larger lift on the inside of the dock for a 36-foot vessel. The required 15-foot side/riparian setback will be satisfied on both sides of the dock facility. 3.E.a Packet Pg. 412 Attachment: Staff Report 09202022 (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) BDE-PL20210002320 – 415 Seabee Ave Page 2 of 10 September 20, 2022 3.E.aPacket Pg. 413Attachment: Staff Report 09202022 (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) BDE-PL20210002320 – 415 Seabee Ave Page 3 of 10 September 20, 2022 SURROUNDING LAND USE & ZONING: North: Vanderbilt Lagoon Waterway then a single-family dwelling, Residential Single- Family-3 District (RSF-3) East: Single-family dwelling, Residential Single-Family-3 District (RSF-3) South: Seabee Avenue (Right-of-Way) then a Single-family dwelling, Residential Single- Family-3 District (RSF-3) West: Single-family dwelling, Residential Single-Family-3 District (RSF-3) 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 Vanderbilt Lagoon. The proposed docking facilities will be constructed waterward of the existing seawall. The shoreline does not contain native vegetation. A submerged resources survey provided by the applicant found no submerged resources in the area 200 feet beyond the proposed docking facility. Exhibit sheet 6 of 10 of the Site Plan provides an aerial with a note stating that no seagrasses were observed within 200 feet. 3.E.a Packet Pg. 414 Attachment: Staff Report 09202022 (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) BDE-PL20210002320 – 415 Seabee Ave Page 4 of 10 September 20, 2022 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 p roperty. (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 an RSF-3 Zoning District that will support a single-family dwelling, Building Permit No. PRBD20201250795, for which the LDC allows two boat slips. The proposed boat docking facility consists of a single dock with two boat lifts. 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.) Criteria not met. The applicant’s agent states: “See attached survey/drawings illustrating the previously existing docking facility and proposed docking facility. Water depths at this location are adequate for the proposed vessels. This criteria [sic] is therefore not met.” Zoning staff doesn’t disagree and therefore also finds this criterion has not been satisfied. 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: “There is no navigable channel at or adjacent to the proposed project location. Therefore, no marked or navigable channels will be affected by the proposed project and this criterion [sic] is met.” Zoning staff concurs. 3.E.a Packet Pg. 415 Attachment: Staff Report 09202022 (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) BDE-PL20210002320 – 415 Seabee Ave Page 5 of 10 September 20, 2022 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 approximate waterway width is 213 feet wide, MHWL to MHWL. The proposed dock will protrude 32 feet from the MHWL which is 15.02 percent of the waterway; there will be 163 feet between dock facilities which means 76.53 percent of the waterway will remain free for navigation. 5. Whether the proposed location and design of the dock facility are 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 provides the following statement and exhibits: “The proposed docking facility is located entirely within the applicant’s riparian area and will meet the required side yard setbacks of 15 feet on both sides. With the exception of the single boat and lift which is triggering the need for this BDE petition, the entire dock facility will also be located within the allowed 20’ protrusion limit. That is to say, without the lift, a BDE petition would not be necessary, and the property owner could simply apply for a building permit and construct the floating dock as shown in the exhibits. Navigation to, from, and around a U-shaped, shore parallel oriented dock vis the 30’ space provided by combined side setbacks is required in almost every dock within Vanderbilt lagoon. In this case, since the proposed boatlift poses no additional obstacle to navigation beyond that of the dock by itself, there is no reason to believe that navigation to the neighboring properties will be affected adversely by the project proposed under this BDE petition. In terms of specifics, the docking facility to the east is oriented so that ingress/egress occurs from the east (away from the subject property). This property should therefore not be affected by the project at all. The property to the west also has a dock facility which, as is typical for the area, utilizes essentially the entirety of its riparian area that falls within the side setbacks and 20’ protrusion limit. This facility will moor a maximum-sized boat of 33’ in length that will ingress/egress from the east (towards the facility proposed under this BDE petition). The floating dock being proposed at the subject property, which is entirely within the 20-foot protrusion limit, would require the neighbor’s boat to angle somewhat in and out of the lift for proper navigation. As discussed above, this sort of angled entry and exit path is common within the general area. The lift being proposed on the outside of the floating dock would not alter this angle of ingress/egress. Therefore, we believe that no neighboring dock facilities nor public navigation will be affected by the proposed structures, and this criterion [sic] is therefore met. It is also not uncommon throughout Vanderbilt lagoon for boats to be docked within a slip where the backing distance is significantly less than the moored vessel’s total length. And while we acknowledge that ingressing [sic] and egressing from a slip in this type of situation is constricted, such is also the nature of the shore parallel dock configuration throughout Vanderbilt Lagoon. Several examples of this situation can be seen in the photos below.” 3.E.a Packet Pg. 416 Attachment: Staff Report 09202022 (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) BDE-PL20210002320 – 415 Seabee Ave Page 6 of 10 September 20, 2022 3.E.a Packet Pg. 417 Attachment: Staff Report 09202022 (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) BDE-PL20210002320 – 415 Seabee Ave Page 7 of 10 September 20, 2022 Zoning staff does not disagree with the applicant; however, must point out that, by definition, a boat dock facility includes all slips and vessels to be moored at the dock and that a dock is a structure constructed in or over a waterway for the purpose of mooring a boat or other watercraft; therefore, although the floating dock could be constructed without a BDE, the waterward side could not be used as a slip with or without a lift and the dock would still need a useable slip. To accept the applicant’s argument, Staff needs to find that the proposed interior or most landward slip is functional. Staff further notes that it appears to be the proposed dock itself (located within the 20-foot protrusion limit) and not the proposed lift or vessel on the waterward side that is the potential cause for any docking challenges that could impact the neighbor to the west. Ultimately, staff opines that the applicant is correct that the proposed dock facility would be permitted by the County with a single slip which would pose the same docking challenges to the western neighbor; thus, staff is compelled to find that this criterion has been satisfied as it is located within the required side/riparian setback. 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 states, in part: “The Vanderbilt Lagoon waterway is fronted by a network of linear streets, canal, and docks. This grid configuration of properties, combined with the 20’ protrusion limitation for docks (as defined by Collier County’s Land Development Code) in this area of the canal, all but requires the orientation of docks to be constructed in a shore parallel configuration. As a result, most docks present on standard canal lots within Vanderbilt lagoon are more or less uniform in utilizing this shore parallel mooring configuration, where the full 20’ of protrusion and 40’ to 50’ area (for typical sized lots) within the riparian side setbacks are preempted. The subject property has 50’ of riparian area between its 15’ riparian setbacks. However, this shore-parallel configuration makes full use of the riparian area difficult or not possible should the applicant want to moor a boat that is larger than the combined 15’ side setbacks of the applicant and their neighbor. This is namely because, although the applicant’s vessel might fit within its riparian area, the neighboring docking facilities may block the needed ingress or egress path to the vessel’s slip…” Zoning staff concurs that the neighboring dock facilities must be taken into account when looking at the waterway as a whole and further concurs that the actual length of owned shoreline factors into the proposed boat dock facility design; therefore, this criterion has been satisfied. 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.E.a Packet Pg. 418 Attachment: Staff Report 09202022 (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) BDE-PL20210002320 – 415 Seabee Ave Page 8 of 10 September 20, 2022 Criterion met. The applicant states: “The proposed facility will utilize approximately 505 square feet of ‘decking’, which is located entirely within the normal protrusion limit of 20’ from the mean-high water line. This amount of structure is in-line with nearly all neighboring facilities in the area. Both contiguous neighbors at 403 and 427 Seabee Ave have comparably sized docks respectively with approximately 560 square feet and 490 square feet of decking, as seen in the photos below. Additionally, the previous dock on this property was also approximately 500 square feet in area. The access walkway of the proposed dock is 6’ wide and is typical for floating docks and for other dock structures in the area as well. The larger area on the east side of the facility will be used to provide space for the gangway and to provide storage space for recreational items such as dock boxes, kayaks or paddleboards, a fish cleaning station, etc. Lastly, this square platform will provide structural stability to the access walkway, similar to an outrigger on a sailboat. From an engineering standpoint, long skinny floating docks are never advisable because of their instability, known as the canoe effect. For the reasons listed above, and because no submerged resources are present in the area, we believe the decking proposed is not excessive and that this criterion [sic] is met.” Zoning staff is convinced that there is no decking beyond the allowable 20-foot protrusion limit and that the landward of the protrusion limit has been engineered to provide stability for the floating dock; therefore, this criterion is satisfied. 3. For single-family dock facilities, whether the length of the vessel or vessels in combination, described by the petitioner, exceeds 50 percent of the subject property’s linear waterfront footage. (The applicable maximum percentage should be maintained.) Criterion not met. The combined length of the proposed vessels, 67 feet, will exceed 50 percent of the property’s 80-foot shoreline. 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: “Criteria #4 is aimed at whether or not the facility will have a ‘major impact’ on the waterfront views of the neighbors. Neither the use nor the number of vessels proposed is excessive beyond what the normal building code 3.E.a Packet Pg. 419 Attachment: Staff Report 09202022 (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) BDE-PL20210002320 – 415 Seabee Ave Page 9 of 10 September 20, 2022 would allow. The proposed structures are also located entirely within the applicant’s riparian area and riparian setbacks and no decking is proposed outside the normal protrusion limit. Although the adjective ‘major’ is, in this context, a subjective term , our opinion is that the proposed structures will not constitute an impact on the neighbors’ views at all beyond what is typically allowed. And the structures will certainly not constitute a major impact. Additionally, the right of view of riparian owners is restricted to the space within their respective riparian areas. From this perspective, the views of the neighbors won’t be changing at all, and impacts on their legally allotted views will not be affected. If the views outside the neighbors’ riparian areas are considered, then it should be noted that nearly every house on the project’s site’s canal is already built out with a dock and boat(s). The proposed facility consists of a private, recreational 2-vessel dock which will serve the same use and purpose as everyone else. Therefore, because the use of the property is not changing, and because both vessels are located entirely within the owner’s riparian area, our opinion is that the project should not have an impact on the views of neighboring property owners, and this criterion [sic] is met.” To evaluate this criterion, Zoning staff must be mindful that both the applicant and their neighbors have rights that must be applied equally and fairly. It is staff’s understanding that a waterfront property owner has the right to an unobscured view within their riparian area; however, rights to a view outside of said area riparian area are limited to the extent that a neighbor should not have their rights to full use of their waterfront property (to include docks) infringed upon. Given that the proposed dock facility has been designed to be fully within the riparian area of the subject property, and that the required 15 -foot side/riparian setbacks are satisfied on both sides, staff finds that the proposed dock has been fully minimized beyond the 20-foot thereby minimizing any impact to views. 5. Whether seagrass beds will be impacted by the proposed dock facility. (If seagrass beds are present, compliance with subsection 5.03.06(I) of the LDC must be demonstrated.) Criterion met. There are no seagrass beds present on the property nor the neighboring properties within 200 feet of the existing dock structure. 6. Whether the proposed dock facility is subject to the manatee protection requirements of subsection 5.03.06(E)(11) of this Code. (If applicable, compliance with section 5.03.06(E)(11) must be demonstrated.) Criterion is not applicable. The proposed project is for a single-family residential boat dock facility. Section 5.03.06.E.11, Manatee Protection Plan, is not applicable for this boat dock proposal. Staff analysis finds this request complies with four of the five primary criteria and five of the six secondary criteria with the sixth criterion being not applicable. As of the date of this Staff Report, no public opposition has been received. 3.E.a Packet Pg. 420 Attachment: Staff Report 09202022 (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) BDE-PL20210002320 – 415 Seabee Ave Page 10 of 10 September 20, 2022 CONCURRENT LAND USE APPLICATIONS: There are no known concurrent land use petitions. APPEAL OF BOAT DOCK EXTENSION TO BOARD OF COUNTY COMMISSIONERS: As to any boat dock extension petition upon which the Hearing Examiner takes action, an aggrieved petitioner may appeal such final action. Such appeal shall be filed per Section 2-88 of the Collier County Code of Ordinances within 30 days of the Decision by the Hearing Examiner. An aggrieved non-party may appeal a decision of the Hearing Examiner to the Circuit Court of Collier County within 30 days of the decision. In the event that the petition has been approved by the Hearing Examiner, the applicant shall be advised that he/she proceeds with construction at his/her own risk during this 30-day period. Any construction work completed ahead of the approval authorization shall be at their own risk. RECOMMENDATION: Based on the above findings, staff recommends that the Hearing Examiner approve Petition BDE-PL20210002320 in accordance with the “Proposed Dock” plan provided within Attachment A. Attachments: A. Proposed Dock Plans B. Public Hearing Sign Posting C. Applicant’s Backup; Application and Supporting Documents 3.E.a Packet Pg. 421 Attachment: Staff Report 09202022 (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) 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 26.266570<> LONGITUDE:W -81.818745SITE ADDRESS:<> 415 SEABEE AVE NAPLES, FL 34108Turrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg LOCATION MAP 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVELOCATION MAP48-------------------01 OF 10COLLIER COUNTYCOLLIER COUNTYGULF OF MEXICOGULF OF MEXICO8588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTY3.E.bPacket Pg. 422Attachment: Attachment A - Site and Dock Plans (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) NESW0153060SCALE IN FEETSITE ADDRESS:,415 SEABEE AVENAPLESFL34108Turrell, 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:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg EXISTING CONDITIONS 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVEEXISTING CONDITIONS48-------------------02 OF 10RIPARIANLINERIPARIANLINERIPARIANSETBACK LINEEXISTINGSEAWALL·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:"JH McCARRIER LAND SURVEYING, INC."05-14-19-1.31'+0.30'80'0213'15'15'PROPERTYBOUNDARY80'120'3.E.bPacket Pg. 423Attachment: Attachment A - Site and Dock Plans (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) NESW051020SCALE IN FEETSITE ADDRESS:,415 SEABEE AVENAPLESFL34108Turrell, 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:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg PROPOSED DOCK 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVEPROPOSED DOCK48-------------------03 OF 10RIPARIANLINERIPARIANLINERIPARIAN SETBACK LINE·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOTINTENDED FOR CONSTRUCTION USE.·ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:·PROPOSED OVERWATER STRUCTURE (APPX SF):·TOTAL OVERWATER STRUCTURE (APPX SF):·TOTAL PROTRUSION FROM MHWL:"JH McCARRIER LAND SURVEYING, INC."05-14-19-1.31'+0.30'80'0213'50550532'EXISTINGSEAWALLPROPOSED5'X12'GANGWAYPROPOSEDBOAT LIFTPROPOSEDFLOATINGDOCKPROPOSEDBOAT LIFT15'12'12'12'6'50'34.5'13'10'5'AA0432'31'36'15'15'BB05PROPERTYBOUNDARYMOST RESTRICTIVEPOINT ISMHWL/SEAWALL FACERIPARIAN SETBACK LINEDOCK BOXAND FISHCLEANINGSTATION3.E.bPacket Pg. 424Attachment: Attachment A - Site and Dock Plans (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) 02.5510SCALE 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:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg CROSS SECTION AA 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVECROSS SECTION AA48-------------------04 OF 10EXISTINGSEAWALLMHW = +0.30' NAVD 88MLW = -1.31' NAVD 88PROPOSEDFLOATINGDOCKALL PILES TO BE WRAPPEDFROM 12" ABOVE MHW TO 6"BELOW SUBSTRATE12' BOAT LIFT12' BOAT LIFT6'32' PROTRUSION FROM MHWLDEPTHSVARY3.E.bPacket Pg. 425Attachment: Attachment A - Site and Dock Plans (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) 03612SCALE 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:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg CROSS SECTION BB 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVECROSS SECTION BB48-------------------05 OF 10MHW = +0.30' NAVD 88MLW = -1.31' NAVD 88PROPOSEDFLOATINGDOCKALL PILES TO BE WRAPPEDFROM 12" ABOVE MHW TO 6"BELOW SUBSTRATEDEPTHSVARYPROPOSEDBOAT LIFT50'15'36'3.E.bPacket Pg. 426Attachment: Attachment A - Site and Dock Plans (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) 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:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg SUBMERGED RESOURCE SURVEY 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVESUBMERGED RESOURCE SURVEY48-------------------06 OF 10NESW0204080SCALE IN FEETSITE ADDRESS:,415 SEABEE AVENAPLESFL34108TYPICAL DIVE TRANSECTNO SEAGRASSES WEREOBSERVED GROWINGWITHIN 200FT OF THEPROPOSED PROJECTTRANSECT LINE(10' APART)10'200'200'3.E.bPacket Pg. 427Attachment: Attachment A - Site and Dock Plans (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) NESW050100200SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg ADJACENT DOCKS 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVEADJACENT DOCKS48-------------------07 OF 1023'17' 21' 20' 22' 20' 32' 20' 19' 23'35'20' 18' 19' 19' 19' 20' 19' 20'21' 20'NOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.SEABEE AVECONNERS AVEPROPERTYBOUNDARY3.E.bPacket Pg. 428Attachment: Attachment A - Site and Dock Plans (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) NESW050100200SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg WIDTH OF WATERWAY 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVEWIDTH OF WATERWAY48-------------------08 OF 10PROPERTYBOUNDARYNOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.SEABEE AVECONNERS AVE216' 213' 163' 205'20'PROTRUSION228'3.E.bPacket Pg. 429Attachment: Attachment A - Site and Dock Plans (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) NESW081733SCALE 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:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg NAVIGABILITY 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVENAVIGABILITY OF NEIGHBORS48-------------------09 OF 10PROPERTYBOUNDARYNOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.19'16'48'15'15'415 SEABEE AVE.403 SEABEE AVE.MAXIMUM33' VESSELDOCK PROPOSED UNDERCOUNTY PERMIT#PRMAR2022020482920 FT.PROTRUSIONCONTOUR80'80'33'15'50'15'33'PROPOSEDDOCK AND LIFTS3.E.bPacket Pg. 430Attachment: Attachment A - Site and Dock Plans (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) NESW081733SCALE 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:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg NAVIGABILITY (2) 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVENAVIGABILITY OF NEIGHBORS48-------------------10 OF 10PROPERTYBOUNDARYNOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.16'50'15'15'415 SEABEE AVE.427 SEABEE AVE.20 FT.PROTRUSIONCONTOUR80'80'15'50'15'20'32'EXISTINGDOCKPROPOSEDDOCK AND LIFTS3.E.bPacket Pg. 431Attachment: Attachment A - Site and Dock Plans (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) 3.E.cPacket Pg. 432Attachment: Attachment B - Public Hearing Sign Posting (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) 3.E.cPacket Pg. 433Attachment: Attachment B - Public Hearing Sign Posting (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) MAFFEI DOCK 415 SEABEE AVENUE NAPLES, FL 34108 BDE PETITION #PL20210002320 AUGUST 2022 PREPARED BY: 3.E.d Packet Pg. 434 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : HEARING PACKAGE CHECKTIST Ble. ?az-oLlNz'\zo $g -fu788 ea"€ A. Backup provided bythe County Planner The agent is responsible for all required data included in the digital file of information for the Hearing Examiner (Hex) orthe Collier County Planning Commission (CCPC). DO NoT ACCEPT DUPTICATES OF ANY DOCUMENTS. MAKE 5URE ONTY THE TATEST, ACCEPTED/APPROVED COPY OF THE BETOW DOCUMENTATION, PTEASE CONFIRM THE DOCUMENTS ARE IN THE ORDER DESCRIBED IN "BACKUP PROVIDED BY APPIICANT." Planner resoo nsible for orovidinr the ntv Attornev-d rafted Ordinance for PUDs and placing in backup materials. AGENTS DO NOT INCLUDE THE PUD DOC UMENT - STAFF PROVIDES THIS TO THE COUNTY ATTORNEY WHEN THE ORDINANCE lS DRAFTED FOR A PUD. THE FrNAt pUD ORDTNANCE/RESOTUT|ON tS THE FTRST |TEM AFTER THE STAFF REPORT. [FOR HEX, THE REQUESTED TANGUAGE/ PROPOSED PIAN IS THE FIRST ITEM AFTER THE STAFF REPORT] B. Backup provided by Applicant: PTEASE PROVIDE THE DOCUMENTS IN THE ORDER DESCRIBED BEIOW. DO NOT PROVIDE OUPTICATES OF ANY DOCUMENTS. PROVIDE ONIY THE IATEST, ACCEPTED/APPROVED COPY OF THE BELOW DOCUMEITITATION. lF THE EACKUP PROVIDED BY APPUCANT lS lN DISARRAY-MEAN|NG rT tS NOT tN THE pROpER ORDER AND/OR THE APPTICANT PROVIOES MUTTIPIE DUPTICATE}THE APPTICANT COU]I) LOSE ITS HEARING DATE. /Application to include but not limited to the following: _lZ1 Narrative of request !,, Property lnformation r' Property Ownership Disclosure Form v/ Any other documents required by the specific petition type; such as a variance, a boat dock extension; PUD amendment, rezone request, etc. - Disclosure of Property ownership lnterest (ifthere is additional documentation aside from disclosure form) _ Affidavit of Unified Control , r' Arfidavitoffe#i#"fJ / Otawin$s (may include Cross-section (for BDEs generally), proposed Boat Dock(s) with Water depth, location maps etc.) _ NIM lnformation (Sign in sheet, notes, minutes and transcript/or summary) r' lnclude 3 thumbnail drives of video and/or audio _ Traffic lmpact Study (TlS) _ Environmental Data _ Historical/Archeological Survey or Waiver _ Utility Letter / Deviation Justifications ./,.-tr,*.? /-9c"ud9 /..an< Revised 5/18/2018 Provide to Agents G\(DE PhnnirE 5eNi;es\Ornert\Zonic gatr hffiixl\,ob Aire. or ldp Guides 3.E.d Packet Pg. 435 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : t/Boundary suwey /Other docurnents, 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. jsubmerged Resource Surveys may be included here if required. y' flash drive with onty one frl lile for alt docume nB o? 1,oa,c 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 lbshltlyq must contain the documents in one pdffile. lt is the a8ent's responsibility to ensure no documentation is left out. Signature of Agent Representative Date Printed Name of Signing Agent Representative Revised 5/18/2018 Provide to Agents G\CDB PlannirE $rvi:e.\cufientvonir€ S lniornatbnvob Aides or Help Gukles Nick Pearson 9/7/2022 3.E.d Packet Pg. 436 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : Application Form 3.E.d Packet Pg. 437 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliergov.net (239) 252-2400 FAX: (239) 252-6358 May 8, 2018 Page 1 of 6 DOCK FACILITY EXTENSION OR BOATHOUSE ESTABLISHMENT PETITION LDC Section 5.03.06 Ch. 3 B. of the Administrative Code THIS PETITION IS FOR (check one): DOCK EXTENSION BOATHOUSE PROJECT NUMBER PROJECT NAME DATE PROCESSED APPLICANT INFORMATION 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(s): ______________________________________________________________ Firm: _________________________________________________________________________ Address: _______________________________City: ___________ State: ________ ZIP: ______ Telephone: ___________________ Cell: ______________________ Fax: __________________ E-Mail Address: ________________________________________________________________ PROPERTY LOCATION Section/Township/Range: / / Property I.D. Number: __________________ Subdivision: _____________________________________Unit: Lot: Block: Address/ General Location of Subject Property: _____________________________________________________________________________ Current Zoning and Land use of Subject Property: _____________________________________________________________________________ To be completed by staff 3.E.d Packet Pg. 438 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 :Massimo Maffei and Phyllis Maffei 11128 Palmetto Ridge Dr Naples FL 34110 Nick Pearson Turrell, Hall & Associates, Inc. 3584 Exchange Ave. Naples FL 34104 (239) 643-0166 Nick@THAnaples.com 29 48S 25E 27589360008 Conner's Vanderbilt Beach Est 2 19 Q 415 Seabee Avenue RSF-3 COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliergov.net (239) 252-2400 FAX: (239) 252-6358 May 8, 2018 Page 2 of 6 BE AWARE THAT COLLIER COUNTY HAS LOBBYIST REGULATIONS. GUIDE YOURSELF ACCORDINGLY AND ENSURE THAT YOU ARE IN COMPLIANCE WITH THESE REGULATIONS. ADJACENT ZONING AND LAND USE Zoning Land Use N S E W DESCRIPTION OF PROJECT Narrative description of project (indicate extent of work, new dock, replacement, addition to existing facility, any other pertinent information): _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ SITE INFORMATION 1. Waterway 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 Length of Vessels to use Facility: 1. _______ ft. 2. _______ ft. 6. List any additional dock facilities in close proximity to the subject property and indicate the total protrusion into the waterway of each: __________________________________________________________________________________ __________________________________________________________________________________ 7. Signs are required to be posted for all petitions. On properties that are 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 3.E.d Packet Pg. 439 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 :RSF-3 N/A / open water RSF-3 single-family residential RSF-3 single-family residential RSF-3 single-family residential see attached narrative 213 GIS 80 15 15 32 31 36 Both neighboring docks to the east and west protrude 20' into the waterway (403 and 427 Seabee Ave.) 0.22 COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliergov.net (239) 252-2400 FAX: (239) 252-6358 May 8, 2018 Page 3 of 6 8. 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. 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.) 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 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.) 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.) 3.E.d Packet Pg. 440 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliergov.net (239) 252-2400 FAX: (239) 252-6358 May 8, 2018 Page 4 of 6 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.) 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 I 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.) 3.E.d Packet Pg. 441 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 3.E.d Packet Pg. 442 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 8/2/2022 3.E.d Packet Pg. 443 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : Narrative Statement 3.E.d Packet Pg. 444 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : TURRELL, HALL & ASSOCIATES, INC. Marine & Environmental Consulting 3584 Exchange Avenue ● Naples, Florida 34104-3732 ● 239-643-0166 ● Fax (239) 643-6632 ● tuna@thanaples.com 415 Seabee Ave. BDE Petition #PL20210002320 February 16, 2021 Narrative Description of Project Narrative description of project: (indicate extent of work, new dock, replacement, addition to existing facility, any other pertinent information): The property at 415 Seabee Ave, owned by Massimo and Phyllis Maffei since July 2019, is a conventional 80’ x 120’ rectangular shaped lot located in the Conner’s Vanderbilt Beach Estate subdivision of Naples. The parcel is currently the construction site of a single-family residence by the owners. The parcel currently has an 80’ seawall shoreline and no docking facility. A dock was present until late 2020, when it was demolished in preparation for a new, reconfigured dock. The waterway on which this property occurs is a man-made waterway, dredged entirely from uplands. The lot is zoned RSF-3, which is intended for development with single-family residences. The proposed dock consists of an L-shaped floating dock that will span 50’ from riparian setback to riparian setback. The access walkway which will be used for loading and unloading from the applicants’ boats will be 6’ in width. The end segment where the gangway will be located, will provide an approximately 10’ x 13’ platform for storage of marine related items (kayaks, dock box, fish cleaning station). Two boatlifts are also proposed as part of this BDE petition. A smaller lift will occur on the inside of the dock and a larger elevator lift will be located on the outside of the floating dock. The larger lift is the only portion of the project which will protrude beyond the typical 20’ protrusion limit. The smaller lift will moor an approximately 31’ vessel and the larger lift will moor an approximately 36’ vessel. Total protrusion of the facility into the waterway will amount to approximately 32’ from the MHWL, or 12’ beyond the typically permitted 20’ of protrusion. Total over-water structure proposed would amount to approximately 505 square feet, which is comparable to the surrounding structures, despite the additional protrusion proposed. All structures proposed would be located within the applicant’s riparian setbacks and have been designed so as to not affect the ingress or egress paths from neighboring docks or public navigability in general. The neighbor to the east ingresses from the east and so will not be affected by the structures as proposed. The neighboring to the west has a dock with an ingress/egress path also from the east. However, the structure has been designed so that this neighbor will not be affected by any structures protruding beyond the typically allowed 20’ of protrusion either. Considering that there are also no seagrasses growing within 200’ of the proposed project so environmental impacts by the designed structure are non-existent. We believe that this BDE would therefore allow the property owner to make reasonable use of the waterway and docking facility for mooring and other water- based recreational activities while also maintaining the ability to safely ingress and egress with either of the applicant’s vessels. 3.E.d Packet Pg. 445 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : Property Information 3.E.d Packet Pg. 446 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : $ 915,000 $ 625,000 $ 1,200,000 $ 700,000 $ 0 $ 245,000 $ 0 $ 222,300 $ 0 $ 733,424 $ 181,066 $ 914,490 $ 914,490 $ 914,490 $ 914,490 Collier County Proper ty AppraiserProperty Summar y Parcel No 27589360008 SiteAddress*Disclaimer 415SEABEEAVE Site City NAPLES Site Zone*Note 34108 Name / Address MAFFEI, MASSIMO PHYLLIS LAGRASTA MAFFEI 11128 PALMETTO RIDEGE DR City NAPLES State FL Zip 34110 Map No.Strap No.Section Township Range Acres *Estimated 3A29 233800 Q 193A29 29 48 25 0.22 Legal CONNER'S VANDERBILT BCH EST UNIT 2 BLK Q LOT 19 Millage Area 154 Millage Rates *Calculations Sub./Condo 233800 - CONNERS VANDERBILT BCH EST #2 School Other Total Use Code 0 - VACANT RESIDENTIAL 5.016 6.5976 11.6136 Latest Sales Histor y (Not all Sales are listed due to Confidentiality) Date Book-Page Amount 07/11/19 5664-1620 04/30/10 4563-1503 09/13/06 4104-1530 05/04/04 3555-1209 07/14/00 2698-2420 02/19/99 2514-2381 02/19/99 2514-2379 06/10/92 1724-921 08/01/89 1462-1085 2020 Certified Tax Roll (Subject to Change) Land Value (+) Improved Value (=) Market Value (=) Assessed Value (=) School Taxable Value (=) Taxable Value If all Values shown above equal 0 this parcel was created after theFinal Tax Roll 3.E.d Packet Pg. 447 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 3.E.d Packet Pg. 448 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 3.E.d Packet Pg. 449 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 3.E.d Packet Pg. 450 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : Property Ownership Disclosure Form 3.E.d Packet Pg. 451 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliergov.net (239) 252-2400 FAX: (239) 252-6358 Created 9/28/2017 Page 1 of 3 PROPERTY OWNERSHIP DISCLOSURE FORM This is a required form with all land use petitions, except for Appeals and Zoning Verification Letters. Should any changes of ownership or changes in contracts for purchase occur subsequent to the date of application, but prior to the date of the final public hearing, it is the responsibility of the applicant, or agent on his behalf, to submit a supplemental disclosure of interest form. Please complete the following, use additional sheets if necessary. a.If the property is owned fee simple by an INDIVIDUAL, tenancy by the entirety, tenancy in common, or joint tenancy, list all parties with an ownership interest as well as the percentage of such interest: Name and Address % of Ownership b.If the property is owned by a CORPORATION, list the officers and stockholders and the percentage of stock owned by each: Name and Address % of Ownership c.If the property is in the name of a TRUSTEE, list the beneficiaries of the trust with the percentage of interest: Name and Address % of Ownership 3.E.d Packet Pg. 452 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 :Massimo and Phyllis Maffei 11128 Palmetto Ridege Dr 100 COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliergov.net (239) 252-2400 FAX: (239) 252-6358 Created 9/28/2017 Page 2 of 3 d. If the property is in the name of a GENERAL or LIMITED PARTNERSHIP, list the name of the general and/or limited partners: Name and Address % of Ownership e. If there is a CONTRACT FOR PURCHASE, with an individual or individuals, a Corporation, Trustee, or a Partnership, list the names of the contract purchasers below, including the officers, stockholders, beneficiaries, or partners: Name and Address % of Ownership Date of Contract: ___________ f. If any contingency clause or contract terms involve additional parties, list all individuals or officers, if a corporation, partnership, or trust: Name and Address g. Date subject property acquired _______________ Leased: Term of lease ____________ years /months If, Petitioner has option to buy, indicate the following: 3.E.d Packet Pg. 453 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliergov.net (239) 252-2400 FAX: (239) 252-6358 Created 9/28/2017 Page 3 of 3 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. The completed application, all required submittal materials, and fees shall be submitted to: Growth Management Department ATTN: Business Center 2800 North Horseshoe Drive Naples, FL 34104 ____________________________________________ ____________ Agent/Owner Signature Date ____________________________________________ Agent/Owner Name (please print) 3.E.d Packet Pg. 454 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 :Nick Pearson 2/15/2022 Property Deed 3.E.d Packet Pg. 455 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 3.E.d Packet Pg. 456 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : PL20210002320 3.E.d Packet Pg. 457 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : PL20210002320 Addressing Checklist 3.E.d Packet Pg. 458 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliergov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239)252-2400 FAX (239) 252-5724 ADDRESSING CHECKLIST Please complete the following and email to GMD_Addressing@colliergov.net or fax to the Operations Division at 239-252-5724 or submit in person to the Addressing Section at the above address. Form must be signed by Addressing personnel prior to pre-application meeting, please allow 3 days for processing. Not all items will apply to every project. Items in bold type are required. FOLIO NUMBERS MUST BE PROVIDED. Forms older than 6 months will require additional review and approval by the Addressing Section. PETITION TYPE (Indicate type below, complete a separate Addressing Checklist for each Petition type) BL (Blasting Permit) BD (Boat Dock Extension) Carnival/Circus Permit CU (Conditional Use) EXP (Excavation Permit) FP (Final Plat LLA (Lot Line Adjustment) PNC (Project Name Change) PPL (Plans & Plat Review) PSP (Preliminary Subdivision Plat) PUD Rezone RZ (Standard Rezone) SDP (Site Development Plan) SDPA (SDP Amendment) SDPI (Insubstantial Change to SDP) SIP (Site Im provement Plan) SIPI (Insubstantial Change to SIP) SNR (Street Name Change) SNC (Street Name Change – Unplatted) TDR (Transfer of Development Rights) VA (Variance) VRP (Vegetation Removal Permit) VRSFP (Vegetation Removal & Site Fill Permit) OTHER LEGAL DESCRIPT ION of subject property or properties (copy of lengthy description may be attached) FOLIO (Property ID) NUMBER(s) of above (attach to, or associate with, legal description if more than one) STREET ADDRESS or ADDRESSES (as applicable, if already assigned) PROPOSED STREET NAMES (if applicable) SITE DEVELOPMENT PLAN NUMBER (for existing projects/sites only) 1 LOCATION MAP must be attached showing exact location of project/site in relation to nearest public road right- of-way PROPOSED PROJECT NAME (if applicable) SDP - or AR or PL # SURVEY (copy - needed only for unplatted properties) CURRENT PROJECT NAME (if applicable) T48, R25, S29 name not yet approved 3.E.d Packet Pg. 459 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 :n Conner's Vanderbilt Beach Est # 2 27589360008 415 Seabee Avenue, Naples, FL, 34108 415 Seabee Avenue - BDE petition COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliergov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239)252-2400 FAX (239) 252-5724 Please Return Approved Checklist By: Email Personally picked up Applicant Name: Signature on Addressing Checklist does not constitute Project and/or Street Name approval and is subject to further review by the Operations Division. FOR STAFF USE ONLY Folio Number Folio Number Folio Number Folio Number Folio Number Folio Number Approved by: Date: Updated by: Date: IF OLDER THAN 6 MONTHS, FORM MUST BE UPDATED OR NEW FORM SUBMITTED 2 Fax Email/Fax:Phone: Project or development names proposed for, or already appearing in, condominium documents (if application; indicate whether proposed or existing) 08/27/2021 27589360008 3.E.d Packet Pg. 460 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 :n Nick Pearson (Turrell, Hall & Associates, Inc.) (239) 643-0166 Nick@THAnaples.com Affidavit of Authorization 3.E.d Packet Pg. 461 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 3.E.d Packet Pg. 462 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : PL20210002320 3.E.d Packet Pg. 463 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : PL20210002320 BDE Drawings / Exhibits 3.E.d Packet Pg. 464 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 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 26.266570<> LONGITUDE:W -81.818745SITE ADDRESS:<> 415 SEABEE AVE NAPLES, FL 34108Turrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg LOCATION MAP 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVELOCATION MAP48-------------------01 OF 10COLLIER COUNTYCOLLIER COUNTYGULF OF MEXICOGULF OF MEXICO8588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTY3.E.dPacket Pg. 465Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - NESW0153060SCALE IN FEETSITE ADDRESS:,415 SEABEE AVENAPLESFL34108Turrell, 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:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg EXISTING CONDITIONS 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVEEXISTING CONDITIONS48-------------------02 OF 10RIPARIANLINERIPARIANLINERIPARIANSETBACK LINEEXISTINGSEAWALL·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:"JH McCARRIER LAND SURVEYING, INC."05-14-19-1.31'+0.30'80'0213'15'15'PROPERTYBOUNDARY80'120'3.E.dPacket Pg. 466Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - NESW051020SCALE IN FEETSITE ADDRESS:,415 SEABEE AVENAPLESFL34108Turrell, 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:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg PROPOSED DOCK 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVEPROPOSED DOCK48-------------------03 OF 10RIPARIANLINERIPARIANLINERIPARIAN SETBACK LINE·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOTINTENDED FOR CONSTRUCTION USE.·ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:·PROPOSED OVERWATER STRUCTURE (APPX SF):·TOTAL OVERWATER STRUCTURE (APPX SF):·TOTAL PROTRUSION FROM MHWL:"JH McCARRIER LAND SURVEYING, INC."05-14-19-1.31'+0.30'80'0213'50550532'EXISTINGSEAWALLPROPOSED5'X12'GANGWAYPROPOSEDBOAT LIFTPROPOSEDFLOATINGDOCKPROPOSEDBOAT LIFT15'12'12'12'6'50'34.5'13'10'5'AA0432'31'36'15'15'BB05PROPERTYBOUNDARYMOST RESTRICTIVEPOINT ISMHWL/SEAWALL FACERIPARIAN SETBACK LINEDOCK BOXAND FISHCLEANINGSTATION3.E.dPacket Pg. 467Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - 02.5510SCALE 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:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg CROSS SECTION AA 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVECROSS SECTION AA48-------------------04 OF 10EXISTINGSEAWALLMHW = +0.30' NAVD 88MLW = -1.31' NAVD 88PROPOSEDFLOATINGDOCKALL PILES TO BE WRAPPEDFROM 12" ABOVE MHW TO 6"BELOW SUBSTRATE12' BOAT LIFT12' BOAT LIFT6'32' PROTRUSION FROM MHWLDEPTHSVARY3.E.dPacket Pg. 468Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - 03612SCALE 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:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg CROSS SECTION BB 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVECROSS SECTION BB48-------------------05 OF 10MHW = +0.30' NAVD 88MLW = -1.31' NAVD 88PROPOSEDFLOATINGDOCKALL PILES TO BE WRAPPEDFROM 12" ABOVE MHW TO 6"BELOW SUBSTRATEDEPTHSVARYPROPOSEDBOAT LIFT50'15'36'3.E.dPacket Pg. 469Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - 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:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg SUBMERGED RESOURCE SURVEY 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVESUBMERGED RESOURCE SURVEY48-------------------06 OF 10NESW0204080SCALE IN FEETSITE ADDRESS:,415 SEABEE AVENAPLESFL34108TYPICAL DIVE TRANSECTNO SEAGRASSES WEREOBSERVED GROWINGWITHIN 200FT OF THEPROPOSED PROJECTTRANSECT LINE(10' APART)10'200'200'3.E.dPacket Pg. 470Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - NESW050100200SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg ADJACENT DOCKS 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVEADJACENT DOCKS48-------------------07 OF 1023'17' 21' 20' 22' 20' 32' 20' 19' 23'35'20' 18' 19' 19' 19' 20' 19' 20'21' 20'NOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.SEABEE AVECONNERS AVEPROPERTYBOUNDARY3.E.dPacket Pg. 471Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - NESW050100200SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg WIDTH OF WATERWAY 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVEWIDTH OF WATERWAY48-------------------08 OF 10PROPERTYBOUNDARYNOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.SEABEE AVECONNERS AVE216' 213' 163' 205'20'PROTRUSION228'3.E.dPacket Pg. 472Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - NESW081733SCALE 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:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg NAVIGABILITY 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVENAVIGABILITY OF NEIGHBORS48-------------------09 OF 10PROPERTYBOUNDARYNOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.19'16'48'15'15'415 SEABEE AVE.403 SEABEE AVE.MAXIMUM33' VESSELDOCK PROPOSED UNDERCOUNTY PERMIT#PRMAR2022020482920 FT.PROTRUSIONCONTOUR80'80'33'15'50'15'33'PROPOSEDDOCK AND LIFTS3.E.dPacket Pg. 473Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - NESW081733SCALE 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:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY 6-23-22.dwg NAVIGABILITY (2) 8/4/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVENAVIGABILITY OF NEIGHBORS48-------------------10 OF 10PROPERTYBOUNDARYNOTE:THE DIMENSIONS SHOWN ARE APPROXIMATEAND ARE TAKEN FROM THE AERIAL IMAGE.16'50'15'15'415 SEABEE AVE.427 SEABEE AVE.20 FT.PROTRUSIONCONTOUR80'80'15'50'15'20'32'EXISTINGDOCKPROPOSEDDOCK AND LIFTS3.E.dPacket Pg. 474Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Primary Criteria 3.E.d Packet Pg. 475 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 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 appro ve 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 slips per the CC-LDC. The proposed project consists of single dock with 2 boat lifts. This criteria is therefore 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.) See attached survey/drawings illustrating the previously existing docking facility and proposed docking facility. Water depths at this location are adequate for the proposed vessels. This criteria is therefore not 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.) There is no navigable channel at or adjacent to the proposed project location. Therefore, no marked or navigable channels will be affected by the proposed project and this criteria is met. 4. Whether or not 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 of the waterway is maintained for navigability. (The facility should maintain the required percentages.) The proposed docking facility will protrude 32’ into the waterway in a location where the width of waterway is approximately 213’ across. Meaning, the project will take 3.E.d Packet Pg. 476 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : up 15% of the waterway with 85% of the waterway left for navigability and construction on the opposite side of the waterway. This criteria is therefore met. 5. Whether or not the proposed location and design of the dock facility is such that the facility would not interfere with the use of neighboring docks. (The facility should not interfere with the use of legally permitted neighboring docks.) The proposed docking facility is located entirely within the applicant’s riparian area and will meet the required side yard setbacks of 15-feet on both sides. With the exception of the single boat and lift which is triggering the need for this BDE petition, the entire dock facility will also be located within the typically allowed 20’ protrusion limit. That is to say, without the lift, a BDE petition would not be necessary, and the property owner could simply apply for a building permit and construct the floating dock as shown on the exhibits. Navigation to, from, and around a U-shaped, shore- parallel oriented dock via the 30’ space provided by combined side setbacks is required in almost every dock within Vanderbilt lagoon. In this case, since the proposed boatlift poses no additional obstacle to navigation beyond that of the dock by itself, there is no reason to believe that navigation to the neighboring properties will be affected adversely by the project proposed under this BDE petition. In terms of specifics, the docking facility to the east is oriented so that ingress/egress occurs from the east (away from the subject property). This property should therefore not be affected by the project at all. The property to the west also has a dock facility which, as is typical for the area, utilizes essentially the entirety of its riparian area that falls within the side setbacks and 20’ protrusion limit. This facility will moor a maximum sized boat of 33’ in length that will ingress/egress from the east (towards the facility proposed under this BDE petition). The floating dock being proposed at the subject property, which is entirely within the 20-foot protrusion limit, would require the neighbor’s boat to angle somewhat in and out of the lift for proper navigation. As discussed above, this sort of angled entry and exit path is common within the general area. The lift being proposed on the outside of the floating dock would not alter this angle of ingress/egress. Therefore, we believe that no neighboring dock facilities nor public navigation will be affected by the proposed structures, and this criteria is therefore met. It is also not uncommon throughout Vanderbilt lagoon for boats to be docked within a slip where the backing distance is significantly less than the moored vessel’s total length. And while we acknowledge that ingressing and egressing from a slip in this type of situation is constricted, such is also the nature of the shore parallel dock configuration throughout Vanderbilt lagoon. Several examples of this situation cane be seen in the photos below. 3.E.d Packet Pg. 477 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 103 Bayview Ave – 38 ft. of boat length and 24 ft. of backing distance. 151 Bayview Ave. – 33.5 ft. of boat length and 27 ft. of backing distance. 314 Egret Ave. - 40.5 ft. of boat length and 23 ft. of backing distance. 410 Egret Ave. – 36 ft. of boat length and 25 ft. of backing distance. 3.E.d Packet Pg. 478 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : Secondary Criteria 3.E.d Packet Pg. 479 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 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 Vanderbilt Lagoon waterway is fronted by a network of linear streets, canals, and docks. This grid configuration of properties, combined with the 20’ protrusion limitation for docks (as defined by Collier County’s Land Development Code) in this area of the canal, all but requires the orientation of docks to be constructed in a shore parallel configuration. As a result, most docks present on standard canal lots within Vanderbilt lagoon are more or less uniform in utilizing this shore parallel mooring configuration, where the full 20’ of protrusion and 40’ to 50’ area (for typical sized lots) within the riparian side setbacks are preempted. The subject property has 50’ of riparian area between its 15’ riparian setbacks. However, this shore-parallel configuration makes full use of the riparian area difficult or not possible should the applicant want to moor a boat that is larger than the combined 15’ side setbacks of the applicant and their neighbors. This is namely because, although the applicant’s vessel might fit within its riparian area, the neighboring docking facilities may block the needed ingress or egress path to the vessel’s slip. While a shore-perpendicular design configuration would likely solve the issue of such potential navigational interference, the associated increased deviation from Collier County’s protrusion regulations make this an undesirable alternative. As a result, in this case the applicant has instead elected to proceed with utilizing a shore-parallel dock design configuration to preserve consistency, while acknowledging the navigational challenges arising from neighboring properties that are inherently involved. This criteria is therefore met. Should staff prefer a shore-perpendicular design, this can be offered as an alternative. 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 facility will utilize approximately 505 square feet of “decking”, which is located entirely within the normal protrusion limit of 20’ from the mean-high water line. This amount of structure is in-line with nearly all neighboring facilities in the area. Both contiguous neighbors at 403 and 427 Seabee Ave have comparably sized docks respectively with approximately 560 square feet and 490 square feet of decking, as seen in the photos below. 3.E.d Packet Pg. 480 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : Additionally, the previous dock on this property was also approximately 500 square feet in area. The access walkway of the proposed dock is 6’ wide and is typical for floating docks and for other dock structures in the area as well. The larger area on the east side of the facility will be used to provide space for the gangway and to provide storage space for recreational items such as a dock box, kayaks or paddleboards, a fish cleaning station, etc. Lastly, this square platform will provide structural stability to the access walkway, similar to an outrigger on a sailboat. From an engineering standpoint, long skinny floating docks are never advisable because of their instability, known as the canoe effect. For the reasons listed above, and because no submerged resources are present in the area, we believe the decking proposed is not excessive and that this criteria is 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 length of both vessels together do exceed 50% of the property’s shoreline. This criteria is therefore not 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.) Criteria #4 is aimed at whether or not the facility will have a “major impact” on the waterfront views of the neighbors. Neither the use nor number of vessels proposed is excessive beyond what the normal building code would allow. The proposed structures are also located entirely within the applicant’s riparian area and riparian setbacks and no decking is proposed outside the normal protrusion limit. Although the adjective “major” is, in this context, a subjective term, our opinion is that the proposed structures will not constitute an impact on the neighbors views at all beyond what is typically allowed. And the structures will certainly not constitute a major impact. Additionally, the right of views of riparian owners are restricted to the space within their respective riparian area. From this perspective, the views of the neighbors won’t be changing at all, and impacts to their legally allotted views will not be affected. If the views outside the neighbors’ riparian areas are considered, then it 3.E.d Packet Pg. 481 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : should be noted that nearly every house on the project’s site’s canal is already built out with a dock and boat(s). The proposed facility consists of a private, recreational 2-vessel dock which will serve the same use and purpose as everyone else. Therefore, because the use of the property is not changing, and because both vessels are located entirely within the owners riparian area, our opinion is that the project should not have an impact on the views of neighboring property owners and this criteria is 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.) There are no seagrass beds present within 200’ of the property nor the neighboring properties. This criteria is therefore 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 project is for a private, recreational 2-slip dock associated with a single- family residence in Vanderbilt Lagoon, and so this criteria is, according to county staff, not applicable. 3.E.d Packet Pg. 482 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : Professional Survey 3.E.d Packet Pg. 483 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 3.E.d Packet Pg. 484 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : PL20210002320 BDE 415 Seabee Ave Maffei) Submerged Resource Survey 3.E.d Packet Pg. 485 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 415 SEABEE AVE. NAPLES, FL 34108 FOLIO #27589360008 SUBMERGED RESOURCE SURVEY REPORT SEPTEMBER 2021 PREPARED BY: 3.E.d Packet Pg. 486 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : Table of Contents 1 Introduction ....................................................................................................................................... 1 2 Objective ............................................................................................................................................. 2 3 Methodology ...................................................................................................................................... 3 4 Results ................................................................................................................................................. 4 5 Conclusion .......................................................................................................................................... 5 6 Photos ................................................................................................ Error! Bookmark not defined. 3.E.d Packet Pg. 487 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 415 Seabee Ave Submerged Resource Survey September 2021 1 1 INTRODUCTION Turrell, Hall & Associates, Inc. (THA) has been contracted to provide environmental services in the form of a Submerged Resource Survey (SRS) at a property addressed as 415 Seabee Ave. in Naples, FL 34108 that can be identified by folio #27589360008. This resource survey will provide planning assistance to both the property owner and regulating agencies during any review processes for the proposed project. The subject property consists of a 0.22-acre parcel that can be found in Naples along Vanderbilt Channel that connects to the Gulf of Mexico through Wiggins Pass. The cleared parcel currently contains an existing seawall measuring 80 linear feet. The property is neighbored to the east and west by single family residences, to the north by a manmade canal, and to the south by Seabee Avenue. Nearly all surrounding lots contain docking facilities (with boatlifts) with the same use as that which is proposed. The SRS was conducted on September 22, 2021, between approximately 2:00 p.m. and 3:00 p.m. Site conditions consisted of cloudy skies with a slight breeze. Water clarity was adequate and allowed approximately 12-18 inches of visibility. The ambient air temperature was approximately 83 degrees Fahrenheit and wind speeds averaged 6 mph from the north. The average ambient water temperature was approximately 86 degrees Fahrenheit. High tide occurred during the site visit at approximately 2:34 p.m. and reached approximately 2.50 feet above the Mean Low Water Mark. Low tide was achieved before the site visit at approximately 8:46 a.m., reaching approximately 0.30 feet above the Mean Low Water Mark. It then was again achieved following the site visit at approximately 9:09 PM, reaching 0.6 feet above the MLW mark. 3.E.d Packet Pg. 488 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 415 Seabee Ave Submerged Resource Survey September 2021 2 2 OBJECTIVE The objective of the SRS was to identify and locate any existing submerged resources within 200 feet of the proposed docking facility expansion. Ordinarily, if seagrasses are present within the vicinity of a project area, an analysis will be required regarding species, percent coverage, and impacts projected by the proposed project. The presence of seagrasses may be ample cause for re- configuration of the design for projects over surface waters in order to minimize impacts. The general scope of work performed during a typical submerged resource survey is summarized below: • THA personnel will conduct a site visit and swim a series of transects within the project site in order to verify the location of any submerged resources. • THA personnel will identify submerged resources within the vicinity of the site and produce an estimate of the percent coverage of any resources found. • THA personnel will delineate the approximate limits of any submerged resources observed via a handheld GPS device. 3.E.d Packet Pg. 489 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 415 Seabee Ave Submerged Resource Survey September 2021 3 3 METHODOLOGY THA biologists intentionally designed the methodology of the SRS to cover not only the entire property shoreline for the proposed dock installation but also the area within 200 ft. of the proposed site. The components utilized for this survey included: • Reviewing aerial photography of the surveyed area. • Establishing survey transect lines (spaced approximately 10 feet apart) overlaid onto aerials. (See attached Exhibits) • Physically swimming the transects, GPS locating the limits of any submerged resources found, and determining the percent coverage within the area. • Documenting and photographing all findings The surveyed area was evaluated systematically by following the established transect lines throughout the project site as shown on the attached exhibit. Neighboring properties, docking facilities, and other landmarks provided reference markers which assisted in maintaining correct positioning over each transect. During this SRS, one THA staff member swam the transect lines using snorkel equipment while a second remained on the shore taking notes and compiling findings on an aerial of the project site. Ordinarily, if any resources are found, they are photographed, GPS located, delineated, and analyzed for percent coverage within the area via a half meter square quadrat. 3.E.d Packet Pg. 490 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 415 Seabee Ave Submerged Resource Survey September 2021 4 4 RESULTS The substrate found within the surveyed area consists of sandy material and sparse shell debris. Depths increased gradually with distance from the shoreline to the middle of the waterway from approximately three to seven feet. During the submerged portion of the survey, no seagrasses, oysters, or other resources were observed in any capacity. Accordingly, no impacts to submerged resources are expected to occur as the result of the proposed project. A list of species observed during the SRS can be seen below in Table 1. Table 1: Observed species of wildlife and vegetation within the vicinity of the project site Common Name Scientific Name Eastern mudminnow Umbra pygmaea Sheepshead Archosargus probatocephalus 3.E.d Packet Pg. 491 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 415 Seabee Ave Submerged Resource Survey September 2021 5 5 CONCLUSION The submerged resource survey was conducted and completed throughout a 200-foot radius surrounding the project site and yielded no results. No seagrasses or other resources were observed anywhere within the vicinity of the project site. Accordingly, negative impacts to submerged resources are not expected as a result of any dock project. 3.E.d Packet Pg. 492 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 415 Seabee Ave Submerged Resource Survey September 2021 6 6 PHOTOS Photo 1: View of the silty sand substrate observed on the seafloor. 3.E.d Packet Pg. 493 Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - Maffei, 415 Seabee Ave - (23470 : 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 26.266570<> LONGITUDE: W -81.818745SITE ADDRESS:<> 415 SEABEE AVE NAPLES, FL 34108Turrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY.dwg LOCATION MAP 2/15/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVELOCATION MAP48-------------------01 OF 04COLLIER COUNTYCOLLIER COUNTYGULF OF MEXICOGULF OF MEXICO8588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTY3.E.dPacket Pg. 494Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - NESW0 153060SCALE IN FEETSITE ADDRESS:,415 SEABEE AVENAPLES FL 34108Turrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY.dwg EXISTING CONDITIONS 2/15/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVEEXISTING CONDITIONS48-------------------02 OF 04RIPARIANLINERIPARIANLINERIPARIANSETBACK LINEEXISTINGSEAWALL·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:"JH McCARRIER LAND SURVEYING, INC."05-14-19-1.31'+0.30'80'0213'15'15'PROPERTYBOUNDARY80'3.E.dPacket Pg. 495Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - NESW0 51020SCALE IN FEETSITE ADDRESS:,415 SEABEE AVENAPLES FL 34108Turrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY.dwg PROPOSED DOCK 2/15/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVEPROPOSED DOCK48-------------------03 OF 04RIPARIANLINERIPARIANLINERIPARIAN SETBACK LINE·SURVEY COURTESY OF:··SURVEY DATED:·THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOTINTENDED FOR CONSTRUCTION USE.·ALL WATER DEPTHS AND DREDGE ELEVATIONS ARE REFERENCED TO MLW·APPLICANT OWNED SHORELINE (APPX LF):·EXISTING OVERWATER STRUCTURE (APPX SF):·WIDTH OF WATERWAY, MHW TO MHW (APPX):·TIDAL DATUM:··MHW (NAVD)=··MLW (NAVD)=NOTES:·PROPOSED OVERWATER STRUCTURE (APPX SF):·TOTAL OVERWATER STRUCTURE (APPX SF):·TOTAL PROTRUSION FROM MHWL:"JH McCARRIER LAND SURVEYING, INC."05-14-19-1.31'+0.30'80'0213'50550537'EXISTINGSEAWALLPROPOSED5'X12'GANGWAYPROPOSEDBOAT LIFTPROPOSEDFLOATINGDOCKPROPOSEDBOAT LIFT17'16'12.2'12.3'6'50'34.5'13'10'5'AA0437'31'45'15'15'BB05PROPERTYBOUNDARYMOST RESTRICTIVEPOINT ISMHWL/SEAWALL FACE3.E.dPacket Pg. 496Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup - 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:\21133.00 Southpoint Builders-415 Seabee Ave\CAD\PERMIT-COUNTY\21133-COUNTY.dwg SUBMERGED RESOURCE SURVEY 2/15/2022THESE 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. 5875NPRMJ10-18-2121133-2925415 SEABEE AVESUBMERGED RESOURCE SURVEY48-------------------04 OF 04NESW0 20 4080SCALE IN FEETSITE ADDRESS:,415 SEABEE AVENAPLES FL 34108TYPICAL DIVE TRANSECTNO SEAGRASSES WEREOBSERVED GROWINGWITHIN 200FT OF THEPROPOSED PROJECTTRANSECT LINE(10' APART)10'200'200'3.E.dPacket Pg. 497Attachment: Attachment C - Applicant's Backup, Application and Supporting DocumentsBDE Backup -