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HEX Agenda 03/10/2022Collier County Hearing Examiner Page 1 Printed 3/3/2022 COLLIER COUNTY Collier County Hearing Examiner AGENDA Growth Management Department Conference Rooms 609/610 2800 Horseshoe Drive North Naples, FL 34104 March 10, 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 Thomas.Clarke@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. March 2022 Collier County Hearing Examiner Page 2 Printed 3/3/2022 1. Pledge of Allegiance 2. Review of Agenda 3. Advertised Public Hearing A. Petition No. BDE-PL20200000220 - Request to approve a boat dock extension that adds 38.25 square feet of terminal dock area for a second boatlift to an existing dock facility that protrudes 19 feet beyond the maximum permitted protrusion of 20 feet for a total protrusion of 39 feet into a waterway that is 144± feet wide, for the benefit of property described as Lot 578, Isles of Capri No. 3, also known as 404 Cristobal Street in Section 32, Township 51 South, Range 26 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 1 B. Petition No. VA-PL20210001262 - Request to allow a swimming pool that was built closer to the property line than code currently allows in East Naples; also described as an after-the- fact variance from LDC Section 4.02.01.A, Table 2.1, to reduce the required 25-foot front yard setback to 12.09 feet along the east property line of the subject corner lot for a single- family residence, located within a Residential Multiple-Family-6 (RMF-6) Zoning District, to allow a swimming pool to satisfy the required accessory structure front yard setback per LDC Section 4.02.03.D for property located at 2072 Mills Lane, also known as Lots 1-2, Block E, Inomah, in Section 11, Township 50 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 4 4. Other Business 5. Public Comments 6. Adjourn 03/10/2022 COLLIER COUNTY Collier County Hearing Examiner Item Number: 3.A Item Summary: Petition No. BDE-PL20200000220 - Request to approve a boat dock extension that adds 38.25 square feet of terminal dock area for a second boatlift to an existing dock facility th at protrudes 19 feet beyond the maximum permitted protrusion of 20 feet for a total protrusion of 39 feet into a waterway that is 144± feet wide, for the benefit of property described as Lot 578, Isles of Capri No. 3, also known as 404 Cristobal Street in Section 32, Township 51 South, Range 26 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 1 Meeting Date: 03/10/2022 Prepared by: Title: Planner – Zoning Name: John Kelly 02/16/2022 8:46 PM Submitted by: Title: – Zoning Name: Mike Bosi 02/16/2022 8:46 PM Approved By: Review: Hearing Examiner (GMD Approvers) Diane Lynch Review Item Completed 02/16/2022 9:15 PM Growth Management Operations & Regulatory Management Kenneth Kovensky Review Item Completed 02/17/2022 5:29 AM Zoning Diane Lynch Review Item Skipped 02/16/2022 9:14 PM Zoning Ray Bellows Review Item Completed 02/17/2022 1:52 PM Zoning Mike Bosi Zoning Director Review Completed 02/17/2022 1:55 PM Hearing Examiner Andrew Dickman Meeting Pending 03/10/2022 9:00 AM 3.A Packet Pg. 3 BDE-PL20200000220 – 404 Cristobal St. Page 1 of 7 February 22, 2022 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: GROWTH MANAGEMENT DEPARTMENT ZONING DIVISION - ZONING SERVICES SECTION HEARING DATE: MARCH 10, 2022 SUBJECT: BDE-PL20200000220, 404 CRISTOBAL STREET – HELSEL DOCK _________________________________________________________________________ PROPERTY OWNER/APPLICANT: Ronald and Denise Helsel 404 Cristobal St. Naples, FL 34113 REQUESTED ACTION: Request to approve a boat dock extension that adds 38.25 square feet of terminal dock area for a second boatlift, to an existing dock facility that protrudes 19 feet beyond the maximum permitted protrusion of 20 feet for a total protrusion of 39 feet into a waterway that is 144± feet wide, pursuant to Section 5.03.06 of the Collier County Land Development Code (LDC). GEOGRAPHIC LOCATION: The subject property is located at 180 Pago Pago Drive West, further described as Lot 193, Isles of Capri No. 2, in Section 32, Township 51 South, Range 26 East. Collier County, Florida. (See location map on the following page) PURPOSE/DESCRIPTION OF PROJECT: The subject property is located within a Residential-Single Family – 3 (RSF-3) Zoning District and supports a single-family dwelling with 85± feet of water frontage on Johnson Bay. The scope of this project is limited to adding an additional 38.25 square feet of terminal dock area to the east side of an existing dock facility for a second boatlift to accommodate an additional 18-foot vessel; neither the additional deck area nor the additional vessel will result in a protrusion greater than that of the existing dock and the required 15-foot side setback will be maintained. The existing dock facility was permitted to protrude 39 feet from the Property Line / Mean High Water Line (MHWL) pursuant to CCPC Resolution No. 12-08, adopted on September 6, 2021; see Attachment C. 3.A.a Packet Pg. 4 Attachment: Staff Report 02222022 (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) BDE-PL20200000220 – 404 Cristobal St. Page 2 of 7 February 22, 2022 3.A.a Packet Pg. 5 Attachment: Staff Report 02222022 (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) BDE-PL20200000220 – 404 Cristobal St. Page 3 of 7 February 22, 2022 SURROUNDING LAND USE & ZONING: North: Cristobal Street (Right-of-Way) then a single-family dwelling located within a Residential Single-Family-3 (RSF-3) Zoning District East: Single-family dwelling, Residential Single-Family-3 (RSF-3) Zoning District South: Johnson Bay, Rural-Agricultural Zoning District with a Special Treatment Overlay (A-ST) then a parking lot within a Commercial Intermediate (C-3) Zoning District West: Single-family dwelling, Residential Single-Family-3 (RSF-4) Zoning District Aerial – Collier County GIS 3.A.a Packet Pg. 6 Attachment: Staff Report 02222022 (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) BDE-PL20200000220 – 404 Cristobal St. Page 4 of 7 February 22, 2022 ENVIRONMENTAL EVALUATION: Environmental Planning Staff has reviewed this petition and has no objection to the granting of this request. The property is located within an ST overlay zone (Johnson Bay), which will require an ST-permit for the proposed docking facilities prior to issuance of the building permits. The proposed docking facilities will be constructed waterward of the existing seawalled shoreline and attached to an existing docking facility. The shoreline does not contain native vegetation. The submerged resources survey provided revealed the presence of a seagrass species called Paddle grass (Halophila decipiens) (Exhibit 4 of 4). The paddle grass is located approximately 4 feet southeast of the proposed dock and boatlift addition and will not be impacted. The paddle grass runs as a continuous bed into the submerged properties east and south of the subject docking facility. The Paddle grass location meets the description referenced in LDC (5.03.06 J.2): All proposed dock facilities shall be located and aligned to stay at least 10 feet from any existing seagrass beds, except where a continuous bed of seagrasses exists off the shore of the property and adjacent to the property, and to minimize negative impacts to seagrasses and other native shoreline, emergent and submerged vegetation, and hard bottom communities. The docking facility has been designed to minimize impacts to the existing seagrass. The installation of the dock and boatlift will be closer than 10 feet from the seagrass beds. Therefore, in accordance with LDC 5.03.06 J.3 the following design criteria are required: a. The dock shall be at least 2.2 feet NAVD. b. The terminal platform area of the dock shall not exceed 160 square feet. c. The access dock shall not exceed a width of 4 feet. d. The access dock and terminal platform shall be sited to impact the smallest area of seagrass beds possible. 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. 3.A.a Packet Pg. 7 Attachment: Staff Report 02222022 (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) BDE-PL20200000220 – 404 Cristobal St. Page 5 of 7 February 22, 2022 (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 project consists of expanding the existing facility by adding an additional 38.25 square feet of terminal dock area to accommodate a second boatlift. 2. Whether the water depth at the proposed site is so shallow that a vessel of the general length, type and draft as that described in the petitioner’s application is unable to launch or moor at mean low tide (MLT). (The petitioner’s application and survey should establish that the water depth is too shallow to allow launching and mooring of the vessel(s) described without an extension.) Criterion met. The petitioner is not seeking any additional protrusion. This matter was addressed as part of the original Boat Dock Extension, BDE-PL20110000644; see Attachment C. 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 does not protrude into any marked or charted navigable channel and will not impede any vessel traffic. 4. Whether the proposed dock facility protrudes no more than 25 percent of the width of the waterway, and whether a minimum of 50 percent of the waterway width between dock facilities on either side is maintained for navigability. (The facility should maintain the required percentages.) Criterion not met. The waterway width at the subject location is 144± feet; therefore, the existing, previously approved, 39-foot dock facility accounts for 27.08% of the waterway’s width. It has been demonstrated that there will be 88 feet between the subject dock facility and that on the opposite shore, thus over 50% of the waterway width is open for navigation. 5. Whether the proposed location and design of the dock facility is such that the facility would not interfere with the use of neighboring docks. (The facility should not interfere with the use of legally permitted neighboring docks.) Criterion met. The proposed additional boatlift will not interfere with neighboring docks and satisfies required side setback requirements; additionally, it is within the agreed established riparian line; see Attachment D, Agreement Regarding Riparian Line. Secondary Criteria: 3.A.a Packet Pg. 8 Attachment: Staff Report 02222022 (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) BDE-PL20200000220 – 404 Cristobal St. Page 6 of 7 February 22, 2022 1. Whether there are special conditions not involving water depth, related to the subject property or waterway, which justify the proposed dimensions and location of the proposed dock facility. (There must be at least one special condition related to the property; these may include type of shoreline reinforcement, shoreline configuration, mangrove growth, or seagrass beds.) Criterion met. This project constitutes an addition to an existing boat docking facility that was allowed pursuant to CCPC Resolution No. 12-08, adopted on September 6, 2012. The subject location is located at the end of a canal for which any other design would cause issues for neighboring properties. 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. There is no excessive deck area within the proposed dock design which is influenced by environmental concerns; specifically, a seagrass bed. The terminal platform area is less than the allowable 160 square feet, and the access walkway is limited to 4 feet in width. 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 proposed dock facility has been designed to moor a 30-foot vessel and an 18-foot flats type boat, the combined total being 48 feet. The total shoreline at this location is 85± feet; therefore, the vessels will exceed 50 percent of the linear water frontage. 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 subject dock facility is located entirely within the required side setbacks and satisfies an existing riparian agreement; see Attachment D – Agreement Regarding Riparian Line. As designed, no new impacts to neighboring property views of the waterway will result. 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. Please refer to the Environmental Evaluation on page 4. 3.A.a Packet Pg. 9 Attachment: Staff Report 02222022 (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) BDE-PL20200000220 – 404 Cristobal St. Page 7 of 7 February 22, 2022 6. Whether the proposed dock facility is subject to the manatee protection requirements of subsection 5.03.06(E)(11) of this Code. (If applicable, compliance with section 5.03.06(E)(11) must be demonstrated.) Criterion is not applicable. Criterion not applicable. The provisions of the Collier County Manatee Protection Plan do not apply to single-family dock facilities except for those within the seawalled basin of Port of the Islands; the subject property is not located within Port of the Islands. Staff analysis finds this request complies with four of the five of the primary criteria. With respect to the six secondary criteria, one of the criteria is found to be not applicable, the request meets four of the remaining five secondary criteria. APPEAL OF BOAT DOCK EXTENSION TO BOARD OF ZONING APPEALS: As to any boat dock extension 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 Hearing Examiner APPROVE Petition BDE-PL20200000220, to allow for the construction of the proposed dock facility as depicted within the plans contained in Attachment A. Attachments: A) Proposed Site and Dock Plans B) Public Hearing Sign Posting C) Existing Dock Facility, CCPC Resolution No. 12-08, CCPC Transcript & Staff Report D) Applicant’s Backup E) HEX Hybrid Meeting Waiver 3.A.a Packet Pg. 10 Attachment: Staff Report 02222022 (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 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 25.986369<> LONGITUDE:W 81.725212SITE ADDRESS:<> 404 CRISTOBAL STNAPLES, FL 34113Turrell, 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:\20012 Helsel Dock-404 Cristobal St\CAD\PERMIT-STATE\20012-STATE.dwg LOCATION 1/27/2022THESE 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.:NPRMJ07-15-2020012-3226HELSEL DOCKLOCATION MAP51-------------------01 OF 04COLLIER COUNTYCOLLIER COUNTYGULF OF MEXICOGULF OF MEXICO8588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTY3.A.bPacket Pg. 11Attachment: Attachment A - Site and Dock Plans - Survey (21434 : PL20200000220 BDE 404 Cristobal St NESW0153060SCALE IN FEETSITE ADDRESS:,404 CRISTOBAL STNAPLESFL34113Turrell, 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:\20012 Helsel Dock-404 Cristobal St\CAD\PERMIT-STATE\20012-STATE.dwg EX AERIAL 1/27/2022THESE 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.:NPRMJ07-15-2020012-3226HELSEL DOCKEXISTING CONDITIONS51-------------------02 OF 04·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:"BENCHMARK LAND SURVEYORS"01-11-20-1.70'+0.34'84.99613144EXISTING COVEREDBOAT LIFT & DOCKPROPERTYLINEPROPERTY LINEEXTENSIONRIPARIANLINE85'120' 120'85'RIPARIANLINESETBACK15'3.A.bPacket Pg. 12Attachment: Attachment A - Site and Dock Plans - Survey (21434 : PL20200000220 BDE 404 Cristobal St P:\20012 Helsel Dock-404 Cristobal St\CAD\PERMIT-STATE\20012-STATE.dwg 1/27/2022NESW051020SCALE 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:\20012 Helsel Dock-404 Cristobal St\CAD\PERMIT-STATE\20012-STATE.dwg PROPOSED DOCK & LIFT 1/27/2022THESE 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.:NPRMJ01-27-2220012-3226HELSEL DOCKPROPOSED DOCK & LIFT51-------------------03 OF 04·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:"BENCHMARK LAND SURVEYORS"01-11-20-1.70'+0.34'84.99613144363639EXISTINGWOOD DOCKEXISTINGCOVEREDBOAT LIFTPROPOSEDBOAT LIFTPROPOSEDWOOD DOCKADDITIONPROPERTYLINE15'20'12'12'13'6'RIPARIANLINEPROPERTYLINEEXTENSIONRIPARIANLINESETBACK17'16.1'15'34'39'3.A.bPacket Pg. 13Attachment: Attachment A - Site and Dock Plans - Survey (21434 : PL20200000220 BDE 404 Cristobal St NESW0204080SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\20012 Helsel Dock-404 Cristobal St\CAD\PERMIT-STATE\20012-STATE.dwg SUBMERGED 1/27/2022THESE 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.:NPRMJ07-15-2020012-3226HELSEL DOCKSUBMERGED RESOURCE SURVEY51-------------------04 OF 04TYP. TRANSECT200'200'10-20%COVERAGETYPICAL DIVE TRANSECTPADDLEGARSS - Halophila decipiens746 SF4'4'3.A.bPacket Pg. 14Attachment: Attachment A - Site and Dock Plans - Survey (21434 : PL20200000220 BDE 404 Cristobal St Imagery ©2022 U.S. Geological Survey, Map data ©2022 50 ft Total distance: 144.61 ft (44.08 m) Measure distance Waterway Width MHWL 3.A.b Packet Pg. 15 Attachment: Attachment A - Site and Dock Plans - Survey (21434 : PL20200000220 BDE 404 Cristobal St Imagery ©2022 U.S. Geological Survey, Map data ©2022 50 ft Total distance: 88.40 ft (26.94 m) Measure distance 3.A.b Packet Pg. 16 Attachment: Attachment A - Site and Dock Plans - Survey (21434 : PL20200000220 BDE 404 Cristobal St 3.A.bPacket Pg. 17Attachment: Attachment A - Site and Dock Plans - Survey (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.cPacket Pg. 18Attachment: Attachment B - Public Hearing Sign Posting (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.cPacket Pg. 19Attachment: Attachment B - Public Hearing Sign Posting (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.cPacket Pg. 20Attachment: Attachment B - Public Hearing Sign Posting (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.cPacket Pg. 21Attachment: Attachment B - Public Hearing Sign Posting (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 22Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 23Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 24Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 3.A.dPacket Pg. 25Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 26Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 27Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 28Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 29Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 30Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 31Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 3.A.dPacket Pg. 32Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 3.A.dPacket Pg. 33Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 34Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 3.A.dPacket Pg. 35Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 36Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 37Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 38Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 39Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 3.A.dPacket Pg. 40Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.d Packet Pg. 41 Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 3.A.dPacket Pg. 42Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 43Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 44Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 45Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 46Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 47Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 48Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 49Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.dPacket Pg. 50Attachment: Attachment C - CCPC Res 12-08 - Transcript - Staff Report (21434 : PL20200000220 BDE 404 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 Ronald and Denise Helsel 404 Cristobal St Naples Fl 34113 724-322-6636 724-322-6636 ronh@lesleh.com N/A 32 51 26E 52450080000 Isle of Capri 3 578 404 Cristobal Street, Naples Fl 34113 RSF-3 3.A.e Packet Pg. 51 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 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 KǀĞƌǀŝĞǁĨƌŽŵ^Z^^ƵƌǀĞǇƚŽƐĐĂůĞ RSF-3 Single Family House Open Water Then C-3 Johnson Bay then Dock Facility/Restaurant RSF-3 Single Family Home RSF-3 Single Family Home Construction of 4 wood pilings and aluminum boat lift along with 38.25 sft terminal area to existing dock facility , Plese note the exisiting dock was constructed under a previous BDE with the Project # PL20110000644 Approval # CCPC Resolution # 12-08 115 85 15.29 15 34 30 18 406 Cristobal walkway and terminal total protrusion 32' 408 Cristobal Walkway and Boat House 0.23 3.A.e Packet Pg. 52 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 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.A.e Packet Pg. 53 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 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.A.e Packet Pg. 54 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 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 5 of 6 Pre-Application Meeting and Final Submittal Requirement Checklist for: Dock Extension Boathouse Chapter 3 B. of the Administrative Code The following Submittal Requirement Checklist is to be utilized during the Pre-Application Meeting, and at time of application submittal. At time of submittal, the checklist is to be completed and submitted with the application packet. Please provide the submittal items in the exact order listed below, with cover sheets attached to each section. Incomplete submittals will not be accepted. REQUIREMENTS FOR REVIEW # OF COPIES REQUIRED NOT REQUIRED Completed Application (download current form from County website) 1 Property Ownership Disclosure Form 1 Signed and Sealed Survey 1 Chart of Site Waterway 1 Site Plan Illustration with the following: x Lot dimensions; x Required setbacks for the dock facility; x Cross section showing relation to MHW/MLW and shoreline (bank, seawall, or rip-rap revetment); x Configuration, location, and dimensions of existing and proposed facility; x Water depth where proposed dock facility is to be located; x Distance of navigable channel; x Illustration of the contour of the property; and x Illustration of dock facility from both an aerial and side view. 1 Affidavit of Authorization, signed and notarized 1 Completed Addressing Checklist 1 Electronic copy of all required documents *Please be advised: The Office of the Hearing Examiner requires all materials to be submitted electronically in PDF format. 1 ADDITIONAL REQUIREMENTS FOR THE PUBLIC HEARING PROCESS: x Following the completion of the review process by County review staff, the applicant shall submit all materials electronically to the designated project manager. x Please contact the project manager to confirm the number of additional copies required. 3.A.e Packet Pg. 55 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 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 6 of 6 PLANNERS – INDICATE IF THE PETITION NEEDS TO BE ROUTED TO THE FOLLOWING REVIEWERS: Bayshore/Gateway Triangle Redevelopment: Executive Director Historical Review Addressing: Annis Moxam Parks and Recreation: David Berra City of Naples: Robin Singer, Planning Director School District (Residential Components): Amy Lockheart Conservancy of SWFL: Nichole Johnson Other: Emergency Management: Dan Summers; and/or EMS: Artie Bay Other: FEE REQUIREMENTS: Boat Dock Extension Petition: $1,500.00 Estimated Legal Advertising fee for the Office of the Hearing Examiner: $1,125.00 An additional fee for property owner notifications will be billed to the applicant prior to the Hearing Examiner hearing date. Fire Code Plans Review Fees are collected at the time of application submission and those fees are set forth by the Authority having jurisdiction. The Land Development Code requires Neighborhood Notification mailers for Applications headed to hearing, and this fee is collected prior to hearing. As the authorized agent/applicant for this petition, I attest that all of the information indicated on this checklist is included in this submittal package. I understand that failure to include all necessary submittal information may result in the delay of processing this petition. All checks payable to: Board of County Commissioners. The completed application, all required submittal materials, and fees shall be submitted to: Growth Management Department Planning and Regulation ATTN: Business Center 2800 North Horseshoe Drive Naples, FL 34104 ___________________________________ _____________ Signature of Petitioner or Agent Date Ronald Helsel Digitally signed by Ronald Helsel Date: 2021.05.04 13:59:28 -04'00'5-04-2021 3.A.e Packet Pg. 56 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 57 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 58 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 59 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 60 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 61 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 62 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 63 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 64 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 65 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 66 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 67 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 68 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 69 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 70 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) Primary and Secondary Criteria Helsel BDE 404 Cristobal Street , Naples Fl 34113 Primary Criteria 1. Whether or not the number of dock facilities and/or boat slips proposed is appropriate in relation to the waterfront length, location, upland land use, and zoning of the subject property; consideration should be made of property on unbridged barrier islands, where vessels are the primary means of transportation to and from the property. (The number should be appropriate; typical, single-family use should be no more than two slips; typical multi-family use should be one slip per dwelling unit; in the case of unbridged barrier island docks, additional slips may be appropriate.) CONSISTENT—Request is for an additional lift and 38.25 sft terminal area to accommodate a second boat lift at a single family residence bring the total number of slips to 2 (Two) 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.) CONSISTENT—This was proven with previous BDE and it should be noted that this request will not result in additional protrusion into the waterway as it fits within the previous BDE 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.) CONSISTENT—Proposed dock and lift does not protrude into any marked channel and there are no other navigational issues 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.) CONSISTENT – Existing dock facility protrudes approx. 24% at this time , proposed addition of a lift and terminal access area will not change protrusion 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.) CONSISTENT—Proposed additional lift will not interfere with neighboring docks and is setback within the agreed established riparian line ( see file -Wasserman Riparian Agreement ) 3.A.e Packet Pg. 71 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 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.) Consistent – Property is located near the end of a waterway and has limited water depth at Mean Low Tide due to shoreline configuration 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.) CONSISTENT- Every effort during design was made to have minimal impact on current footprint of docking facility, Proposed terminal area is the minimum required to provide reasonable safe access to proposed lift area, existing terminal area is 110.25 SFT and with the addition of the proposed 38.25 sft total terminal area would be 148.5 sft which will be 11.75 sft less than the typical 160 sft allowed 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.) Does not meet criteria – Existing boat is 30’ and requested additional facility lift will be accommodating a 18’ flats type boat which results in 56.4% and exceeds the linear waterfront by 6.4% 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.) Consistent – Proposed pilings and lift with boat will have no affect of the view of either property owner to the east or the west as it does not extend out past the current BDE in place and will not reach higher than the current permitted lift and boat. 6. 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.) CONSISTENT— See attached report, 2 files - Submerged Resources report , SRS Overlay 404 Cristobal 7. 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.) CONSISTENT- Proposed facility addition to add a second boat lift to a SFR and is not subject to the above mentioned Manatee protection requirements 3.A.e Packet Pg. 72 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 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 25.986369<> LONGITUDE:W 81.725212SITE ADDRESS:<> 404 CRISTOBAL STNAPLES, FL 34113Turrell, 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:\20012 Helsel Dock-404 Cristobal St\CAD\PERMIT-STATE\20012-STATE.dwg LOCATION 1/27/2022THESE 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.:NPRMJ07-15-2020012-3226HELSEL DOCKLOCATION MAP51-------------------01 OF 04COLLIER COUNTYCOLLIER COUNTYGULF OF MEXICOGULF OF MEXICO8588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTY3.A.ePacket Pg. 73Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) NESW0153060SCALE IN FEETSITE ADDRESS:,404 CRISTOBAL STNAPLESFL34113Turrell, 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:\20012 Helsel Dock-404 Cristobal St\CAD\PERMIT-STATE\20012-STATE.dwg EX AERIAL 1/27/2022THESE 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.:NPRMJ07-15-2020012-3226HELSEL DOCKEXISTING CONDITIONS51-------------------02 OF 04·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:"BENCHMARK LAND SURVEYORS"01-11-20-1.70'+0.34'84.99613144EXISTING COVEREDBOAT LIFT & DOCKPROPERTYLINEPROPERTY LINEEXTENSIONRIPARIANLINE85'120' 120'85'RIPARIANLINESETBACK15'3.A.ePacket Pg. 74Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) P:\20012 Helsel Dock-404 Cristobal St\CAD\PERMIT-STATE\20012-STATE.dwg 1/27/2022NESW051020SCALE 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:\20012 Helsel Dock-404 Cristobal St\CAD\PERMIT-STATE\20012-STATE.dwg PROPOSED DOCK & LIFT 1/27/2022THESE 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.:NPRMJ01-27-2220012-3226HELSEL DOCKPROPOSED DOCK & LIFT51-------------------03 OF 04·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:"BENCHMARK LAND SURVEYORS"01-11-20-1.70'+0.34'84.99613144363639EXISTINGWOOD DOCKEXISTINGCOVEREDBOAT LIFTPROPOSEDBOAT LIFTPROPOSEDWOOD DOCKADDITIONPROPERTYLINE15'20'12'12'13'6'RIPARIANLINEPROPERTYLINEEXTENSIONRIPARIANLINESETBACK17'16.1'15'34'39'3.A.ePacket Pg. 75Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) NESW0204080SCALE IN FEETTurrell, Hall & Associates, Inc.Email: tuna@thanaples.com3584 Exchange Ave. Naples, FL 34104-3732Marine & Environmental ConsultingPhone: (239) 643-0166Fax: (239) 643-6632REV#:CREATED:DRAWN BY:JOB NO.:SECTION-TOWNSHIP-RANGE-DESIGNED:P:\20012 Helsel Dock-404 Cristobal St\CAD\PERMIT-STATE\20012-STATE.dwg SUBMERGED 1/27/2022THESE 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.:NPRMJ07-15-2020012-3226HELSEL DOCKSUBMERGED RESOURCE SURVEY51-------------------04 OF 04TYP. TRANSECT200'200'10-20%COVERAGETYPICAL DIVE TRANSECTPADDLEGARSS - Halophila decipiens746 SF4'4'3.A.ePacket Pg. 76Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.ePacket Pg. 77Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 15'-6" 12'-0" 12'-0" 10'-0" 8'-0" 6'-0" 12'-9" 12'-0" 4'-0" 17'4" 36' 18'11" 33'-6" 32'-5" 14' 4'-0" 1'4" 2'-0" Proposed Walkway/ Terminal Addtion 38.25 Sft Proposed 2nd Boat Lift Existing terminal 80 Sft Existing Boat Lift Existing Canopy 459 sft 426 sft over water Existing Fish Cleaning Station Current Total Sft over water 426 Canopy 80 Terminal 102 WalkWay Proposed addtional 38.25 Sft A A B B 2 2 1 1 Helsel Proposed Boat Lift Addtion B DO NOT SCALE DRAWING 404 Cristobal SHEET 1 OF 2 UNLESS OTHERWISE SPECIFIED: SCALE: 1:500 REVDWG. NO.ASIZE TITLE: NAME DATE COMMENTS: Q.A. MFG APPR. ENG APPR. CHECKED DRAWN FINISH MATERIAL INTERPRET GEOMETRIC TOLERANCING PER: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL ANGULAR: MACH BEND TWO PLACE DECIMAL THREE PLACE DECIMAL APPLICATION USED ONNEXT ASSY PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF <INSERT COMPANY NAME HERE>. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF <INSERT COMPANY NAME HERE> IS PROHIBITED. 3.A.e Packet Pg. 78 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) A A B B 2 2 1 1 Helsel Proposed Boat Lift Addtion B DO NOT SCALE DRAWING 404 Cristobal SHEET 2 OF 2 UNLESS OTHERWISE SPECIFIED: SCALE: 1:500WEIGHT: REVDWG. NO.ASIZE TITLE: NAME DATE COMMENTS: Q.A. MFG APPR. ENG APPR. CHECKED DRAWN FINISH MATERIAL INTERPRET GEOMETRIC TOLERANCING PER: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL ANGULAR: MACH BEND TWO PLACE DECIMAL THREE PLACE DECIMAL APPLICATION USED ONNEXT ASSY PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF <INSERT COMPANY NAME HERE>. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF <INSERT COMPANY NAME HERE> IS PROHIBITED. 3.A.e Packet Pg. 79 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 6'-0" 4'-0" 1' 14' 32'-5" 10'-0" 12'-11" 8'-0" 5'-6" 18'-0" Proposed Terminal 149 Sft Existing Terminal-- 110Sft Addtional Terminal 39 Sft Total Proposed Area over water643.5 Sft Terminal 149 SftWalkway 72 SftCanopy 422.5 Sft Existing Canopy 455 SFt Total 422.5 Sft over Water A A B B 2 2 1 1 DO NOT SCALE DRAWING Helsel Flats Boat Dock Addition SHEET 1 OF 1 UNLESS OTHERWISE SPECIFIED: SCALE: 1:500WEIGHT: REVDWG. NO.ASIZE TITLE: NAME DATE COMMENTS: Q.A. MFG APPR. ENG APPR. CHECKED DRAWN FINISH MATERIAL INTERPRET GEOMETRIC TOLERANCING PER: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL ANGULAR: MACH BEND TWO PLACE DECIMAL THREE PLACE DECIMAL APPLICATION USED ONNEXT ASSY PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF <INSERT COMPANY NAME HERE>. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF <INSERT COMPANY NAME HERE> IS PROHIBITED. 3.A.e Packet Pg. 80 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) Imagery ©2022 U.S. Geological Survey, Map data ©2022 50 ft Total distance: 144.61 ft (44.08 m) Measure distance Waterway Width MHWL 3.A.e Packet Pg. 81 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) Imagery ©2022 U.S. Geological Survey, Map data ©2022 50 ft Total distance: 88.40 ft (26.94 m) Measure distance 3.A.e Packet Pg. 82 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.ePacket Pg. 83Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.ePacket Pg. 84Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.ePacket Pg. 85Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) February 26, 2020 HELSEL, RONALD M DENISE S CATERINI-HELSEL 911 HIGHPOINT DR COAL CENTER, PA 15423 RE: Special Treatment Permit No.PL20200000289 Property ID #52450080000 Dear Applicant: Your request for a special treatment (ST) development permit for the above referenced property has been administratively approved pursuant to section 4.02.14 and 2.03.07.D of the Collier County Land Development Code (LDC). The attached site plan identifies site alterations authorized by this permit. The following stipulations shall apply: Prior to issuance of a certificate of occupancy (CO) all exotic vegetation, as defined in Division 1.08.02 LDC, shall be removed from the property. Permits or letters of exemption from the Florida Department of Environmental Protection and the U.S. Army Corps of Engineers shall be presented prior to issuance of a County building permit. All other applicable state or federal permits must be obtained before commencement of the development. 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. If you have any questions regarding this matter, please feel free to contact me at Phone: or . Sincerely, Development Review Division Growth Management Department 2800 N. Horseshoe Dr. Naples, Florida 34104 239-252-2400 Date: Reviewed and Approved For: Permit Issuance PL20200000289 2/26/2020 3.A.e Packet Pg. 86 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) Date:Reviewed and Approved For:Permit IssuancePL202000002892/26/20203.A.ePacket Pg. 87Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 404 CRISTOBAL ST. ISLE OF CAPRI, FL 34113 FOLIO #52450080000 SUBMERGED RESOURCE SURVEY REPORT FEBRUARY 2020 PREPARED BY: 3.A.e Packet Pg. 88 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) Table of Contents 1 Introduction ....................................................................................................................................... 1 2 Objective ............................................................................................................................................. 2 3 Methodology ...................................................................................................................................... 3 4 Results ................................................................................................................................................. 4 5 Conclusion .......................................................................................................................................... 5 6 Photos .................................................................................................................................................. 6 3.A.e Packet Pg. 89 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 404 Cristobal St. (Folio #52450080000) Submerged Resource Survey February 2020 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 404 Cristobal St. in Isle of Capri, FL 34113 and that can be identified by folio #52450080000. This survey will provide planning assistance to both the property owner and regulating agencies during any review processes for the proposed project, which consists of expanding on an existing private, single- family docking facility with a small amount of decking an additional boat lift. The subject property consists of a 0.23-acre parcel that can be found on the North end of Isle of Capri on a canal that connects to Johnson Bay. The parcel currently contains a single-family residence with a vertical seawall shoreline and a docking facility with a single lift covered by a canopy. The property is neighbored to the north, east, and west by single-family residences and to the south by state-owned submerged lands. Nearly all surrounding lots contain docking facilities (with boatlifts) similar in size and equal in function to that which is proposed. The SRS was conducted on Monday, February 24th, 2020 between approximately 8:30 and 10:00 a.m. Site conditions consisted of clear skies light winds. Water clarity was poor, allowing for submerged visibility of only 6 to 12 inches. The ambient air temperature ranged between approximately 67 and 73 degrees Fahrenheit and wind speeds averaged 5-10 mph out of the southwest. The average ambient water temperature was approximately 70 degrees Fahrenheit. Low tide occurred prior to the site visit at approximately 7:49 a.m. and reached approximately -0.3 ft. above the mean low water mark. Hight tide was achieved following the site visit at approximately 12:48 p.m., reaching approximately 2.6 feet above the mean low water mark. 3.A.e Packet Pg. 90 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 404 Cristobal St. (Folio #52450080000) Submerged Resource Survey February 2020 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.A.e Packet Pg. 91 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 404 Cristobal St. (Folio #52450080000) Submerged Resource Survey February 2020 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. • 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. 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 quadrant. 3.A.e Packet Pg. 92 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 404 Cristobal St. (Folio #52450080000) Submerged Resource Survey February 2020 4 4 Results The substrate found within the surveyed area consists of silty muck with occasional shell debris, rocks, and macroalgae. The substrate appeared consistent throughout the project site to the limits of the survey area. Depths increased gradually with distance from the seawall to the limits of the survey from approximately 3 to 6 feet. The shoreline at the project site consists of a vertical seawall. As previously stated, there is a single docking facility present at the project site which consists of approximately 613 square feet of over water structure and which protrudes approximately 34 feet from the MHWL. The proposed expansion would add approximately 39 square feet of over-water structure and would not increase the maximum protrusion of the facility. No mangroves or other natural shoreline are present at the project site. During the submerged portion of the survey, a single species of seagrass was observed within the vicinity of the project site: paddle grass or Halophila decipiens. No other seagrasses, oysters (besides scattered oyster debris found on the seawall and dock piles), or other resources were observed in any capacity. The seagrasses present were not found within the footprint of the proposed structures. 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 Common bottlenose dolphin Tursiops truncatus Eastern oyster Crassostrea virginica Common barnacle Balanus spp. Caulerpa Caulerpa spp. Green hair algae Bryopsis plumosa Paddle grass Halophila decipiens 3.A.e Packet Pg. 93 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 404 Cristobal St. (Folio #52450080000) Submerged Resource Survey February 2020 5 5 Conclusion The submerged resource survey was conducted and completed throughout a 200-foot radius surrounding the project site and yielded results in the form of paddle grass found water-ward of the proposed dock expansion. No other resources were observed besides oysters present on the seawall and dock piles. Neither oysters nor seagrass would be affected by the additional docking structures. Accordingly, negative impacts to submerged resources are not expected as a result of the proposed project. 3.A.e Packet Pg. 94 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 404 Cristobal St. (Folio #52450080000) Submerged Resource Survey February 2020 6 6 Photos Photo 1: View of seawall and docking facility at the subject property, looking south. Photo 2: Typical view of bottomlands throughout the project site. 3.A.e Packet Pg. 95 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 404 Cristobal St. (Folio #52450080000) Submerged Resource Survey February 2020 7 . Photo 3: Typical consistency of substrate within the vicinity of the project site. Photo 4: Typical view of dock pile colonization by marine organisms. 3.A.e Packet Pg. 96 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 404 Cristobal St. (Folio #52450080000) Submerged Resource Survey February 2020 8 Photo 5: Paddle grass (H. decipiens) specimen found on-site. Poor visibility did not allow for photographing grasses on the sea floor. 3.A.e Packet Pg. 97 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 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 25.986369<> LONGITUDE: W 81.725212SITE ADDRESS:<> 404 CRISTOBAL STNAPLES, FL 34113Turrell, 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:\20012 helsel dock-404 cristobal st\CAD\PERMIT-STATE\20012-STATE.dwg LOCATION 3/6/2020THESE 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.:NPRMJ03-04-2020012-3226HELSEL DOCKLOCATION MAP51-------------------01 OF 04COLLIER COUNTYCOLLIER COUNTY)7.(1(/':+%1)7.(1(/':+%18588288641MARCOISLANDEVERGLADESCITY9329846NAPLES90908399483783784129292983983992887846951862I-758486431856850846890896NESWKEY WESTTAMPAFT.MYERSMIAMINAPLESSUBJECTPROPERTY3.A.ePacket Pg. 98Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) NESW0 153060SCALE IN FEETSITE ADDRESS:,404 CRISTOBAL STNAPLES FL 34113Turrell, 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:\20012 helsel dock-404 cristobal st\CAD\PERMIT-STATE\20012-STATE.dwg EX AERIAL 3/6/2020THESE 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.:NPRMJ03-04-2020012-3226HELSEL DOCKEXISTING CONDITIONS51-------------------02 OF 04·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:"BENCHMARK LAND SURVEYORS"01-11-20-1.70'+0.34'84.99613144EXISTING COVEREDBOAT LIFT & DOCKPROPERTYLINEPROPERTYLINEEXTENSIONRIPARIANLINE85'120' 120'85'3.A.ePacket Pg. 99Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) p:\20012 helsel dock-404 cristobal st\CAD\PERMIT-STATE\20012-STATE.dwg 3/6/2020NESW051020SCALE 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:\20012 helsel dock-404 cristobal st\CAD\PERMIT-STATE\20012-STATE.dwg PRO AERIAL 3/6/2020THESE 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.:NPRMJ03-04-2020012-3226HELSEL DOCKPROPOSED DOCK & LIFT51-------------------03 OF 04·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:"BENCHMARK LAND SURVEYORS"01-11-20-1.70'+0.34'84.99613144363634EXISTINGWOOD DOCKEXISTINGCOVEREDBOAT LIFTPROPOSEDBOAT LIFTPROPOSEDWOOD DOCKADDITIONPROPERTYLINE15'15.5'20'12'12'13'6'34'RIPARIANLINEPROPERTYLINEEXTENSION32'3.A.ePacket Pg. 100Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) NESW0 20 4080SCALE 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:\20012 helsel dock-404 cristobal st\CAD\PERMIT-STATE\20012-STATE.dwg SUBMERGED 3/6/2020THESE 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.:NPRMJ03-04-2020012-3226HELSEL DOCKSUBMERGED RESOURCE SURVEY51-------------------04 OF 04TYP. TRANSECT200'200'10-20%COVERAGETYPICAL DIVE TRANSECTPADDLEGARSS - Halophila decipiens746 SF3.A.ePacket Pg. 101Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 102 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 103 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 104 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 105 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 106 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 107 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 108 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 109 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 110 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 111 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 112 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 113 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 114 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 115 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 116 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 117 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 118 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 119 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 120 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 121 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 122 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 123 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 124 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 125 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 126 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 127 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 128 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 129 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 130 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 131 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 132 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 133 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 134 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 135 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 136 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 137 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 138 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 139 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 140 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.e Packet Pg. 141 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) FF L O R I D AA D E P A R T M E N TT O FF EEnvironmentall Protection South District Post Office Box 2549 Fort Myers, Florida 33902-2549 SouthDistrict@FloridaDEP.gov Ronn DeSantis Governor Jeanette Nuñez Lt. Governor Noahh Valenstein Secretary October 11, 2019 Ronald Helsel 404 Cristobal Street Naples, Florida 34113 ronh@lesleh.com File No.: 0302936-004 EG, Collier County Dear Ronald Helsel : On June 21, 2019, we received your notice of intent to use a General Permit (GP), pursuant to Rule 62-330.427, Florida Administrative Code to perform the following activities: To modify an existing 182-square foot dock with a 455-square foot covered boat lift, by adding an additional 39-square feet of decking, removing the fish cleaning table, and installing a second uncovered boat lift, for a total over water structure of 643.5-square feet, of which 149-square feet is the terminal platform, with no more than two mooring areas at 404 Cristobal Street Naples, Florida 34113 (PID# 52450080000) in Rookery Bay, Class II Outstanding Florida Waters, Unclassified for shellfish harvesting, and part of Rookery Bay Aquatic Preserve, Section 32, Township 51 South, Range 26 East, Collier County. Your intent to use a general permit has been reviewed by Department staff for three types of authorizations: (1) regulatory authorization, (2) proprietary authorization (related to state-owned submerged lands), and (3) federal authorization. The authority for review and the outcomes of the reviews are listed below. Please read each section carefully. Your project did not qualify for the federal review portion of this verification request. Specifically, the Department did not receive the Project Design Criteria Checklists. Additional authorization must be obtained prior to commencement of the proposed activity. This letter does not relieve you from the responsibility of obtaining other federal, state, or local authorizations that may be required for the activity. Please refer to the specific section(s) dealing with that portion of the review below for advice on how to proceed. If you change the project from what you submitted, the authorization(s) granted may no longer be valid at the time of commencement of the project. Please contact us prior to beginning your project if you wish to make any changes. 3.A.e Packet Pg. 142 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) File Name: Ronald Helsel File No: 0302936-004 EG Page 2 of 7 If you have any questions regarding this matter, please contact Schuyler Houfek by telephone at (239) 344-5654 or by e-mail at Schuyler.Houfek@floridadep.gov. 1. Regulatory Review – APPROVED Based on the forms, drawings, and documents submitted with your notice, it appears that the project meets the requirements for the general Permit under Rule 62-330.427, Florida Administrative Code. Any activities performed under a general permit are subject to general conditions required in Rule 62-330.405, Florida Administrative Code (attached), and the specific conditions of Rule 62-330.427, Florida Administrative Code (attached). Any deviations from these conditions may subject the permittee to enforcement action and possible penalties. Please be advised that the construction phase of the GP must be completed within five years from the date the notice to use the GP was received by the Department. If you wish to continue this GP beyond the expiration date, you must notify the Department at least 30 days before its expiration. Authority for review – Part IV of Chapter 373 of the Florida Statutes, Title 62, Florida Administrative Code, and in accordance with the operating agreements executed between the Department and the water management districts, as referenced in Chapter 62-113, Florida Administrative Code. 2. Proprietary Review – GRANTED The activity appears to be located on sovereign submerged lands owned by the Board of Trustees. The activity is not exempt from the need to obtain the applicable proprietary authorization. As staff to the Board of Trustees, the Department has reviewed the activity described above, and has determined that the activity qualifies activity qualifies for a letter of consent under Rule 18-21.005(1)(c), Florida Administrative Code, and Section 253.77 of the Florida Statutes to construct and use the activity on the specified sovereign submerged lands and as long as the work performed is located within the boundaries as described herein and is consistent with the terms and conditions herein. During this term of this Letter of consent you shall maintain satisfactory evidence of sufficient upland interest as required by paragraph 18-21.004(3)(b), Florida Administrative Code. If such interest is terminated or the Board of Trustees determines that such interest did not exist on the date of issuance of this Letter of Consent, this Letter of Consent may be terminated by the Board of Trustees at its sole option. If the Board of Trustees terminates this Letter of Consent, you agree not to assert a claim or defense against the Board of Trustees arising out of this Letter of Consent. Special Consent Conditions 1. The applicant agrees to indemnify, defend and hold harmless the Board of Trustees and the State of Florida from all claims, actions, lawsuits and demands in any form arising out of the authorization to use sovereignty submerged lands or the applicant’s use and construction of 3.A.e Packet Pg. 143 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) File Name: Ronald Helsel File No: 0302936-004 EG Page 3 of 7 structures on sovereignty submerged lands. This duty to indemnify and hold harmless will include any and all liabilities that are associated with the structure or activity including special assessments or taxes that are now or in the future assessed against the structure or activity during the period of the authorization. 2. Failure by the Board of Trustees to enforce any violation of a provision of the authorization or waiver by the Board of Trustees of any provision of the authorization will not invalidate the provision not enforced or waived, nor will the failure to enforce or a waiver prevent the Board of Trustees from enforcing the unenforced or waived provision in the event of a violation of that provision. 3. Applicant binds itself and its successors and assigns to abide by the provisions and conditions set forth in the authorization. If the applicant or its successors or assigns fails or refuses to comply with the provisions and conditions of the authorization, the authorization may be terminated by the Board of Trustees after written notice to the applicant or its successors or assigns. Upon receipt of such notice, the applicant or its successors or assigns will have thirty (30) days in which to correct the violations. Failure to correct the violations within this period will result in the automatic revocation of this authorization. 4. All costs incurred by the Board of Trustees in enforcing the terms and conditions of the authorization will be paid by the applicant. Any notice required by law will be made by certified mail at the address shown on page one of the authorization. The applicant will notify the Board of Trustees in writing of any change of address at least ten days before the change becomes effective. 5. This authorization does not allow any activity prohibited in a conservation easement or restrictive covenant that prohibits the activity. General Conditions for Authorizations for Activities All authorizations granted by rule or in writing under Rule 18-21.005, F.A.C., except those for geophysical testing, shall be subject to the general conditions as set forth in paragraphs (a) through (i) below. The general conditions shall be part of all authorizations under this chapter, shall be binding upon the grantee, and shall be enforceable under Chapter 253 or 258, Part II, F.S. (a) Authorizations are valid only for the specified activity or use. Any unauthorized deviation from the specified activity or use and the conditions for undertaking that activity or use shall constitute a violation. Violation of the authorization shall result in suspension or revocation of the grantee’s use of the sovereignty submerged land unless cured to the satisfaction of the Board. (b) Authorizations convey no title to sovereignty submerged land or water column, nor do they constitute recognition or acknowledgment of any other person’s title to such land or water. 3.A.e Packet Pg. 144 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) File Name: Ronald Helsel File No: 0302936-004 EG Page 4 of 7 (c) Authorizations may be modified, suspended or revoked in accordance with their terms or the remedies provided in Sections 253.04 and 258.46, F.S., or Chapter 18-14, F.A.C. (d) Structures or activities shall be constructed and used to avoid or minimize adverse impacts to sovereignty submerged lands and resources. (e) Construction, use, or operation of the structure or activity shall not adversely affect any species which is endangered, threatened or of special concern, as listed in Rules 68A-27.003, 68A-27.004, and 68A-27.005, F.A.C. (f) Structures or activities shall not unreasonably interfere with riparian rights. When a court of competent jurisdiction determines that riparian rights have been unlawfully affected, the structure or activity shall be modified in accordance with the court’s decision. (g) Structures or activities shall not create a navigational hazard. (h) Structures shall be maintained in a functional condition and shall be repaired or removed if they become dilapidated to such an extent that they are no longer functional. This shall not be construed to prohibit the repair or replacement subject to the provisions of Rule 18- 21.005, F.A.C., within one year, of a structure damaged in a discrete event such as a storm, flood, accident, or fire. Structures or activities shall be constructed, operated, and maintained solely for water dependent purposes, or for non-water dependent activities. 3. Federal (SPGP) Review – NOT APPROVED Your proposed activity as outlined on your application and attached drawings does not qualify for Federal authorization pursuant to the State Programmatic General Permit and a SEPARATE permit or authorization shall be required from the Corps. You must apply separately to the Corps using their APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT, ENG FORM 4345, or alternative as allowed by their regulations. More information on Corps permitting may be found online in the Jacksonville District Regulatory Division Source Book at: https://www.saj.usace.army.mil/Missions/Regulatory/Source-Book/. Authority for review – an agreement with the USACOE entitled “Coordination Agreement Between the U.S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection, or Duly Authorized Designee, State Programmatic General Permit,” Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act. Additional Information Please retain this general permit. The activities may be inspected by authorized state personnel in the future to ensure compliance with appropriate statutes and administrative codes. If the 3.A.e Packet Pg. 145 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) File Name: Ronald Helsel File No: 0302936-004 EG Page 5 of 7 activities are not in compliance, you may be subject to penalties under Chapter 373, Florida Statutes, and Chapter 18-14, Florida Administrative Code. NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department’s action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rules 28-106.201 and 28-106.301, F.A.C., a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency’s file or identification number, if known; (b) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner’s representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner’s substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency’s proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency’s proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency’s proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. 3.A.e Packet Pg. 146 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) File Name: Ronald Helsel File No: 0302936-004 EG Page 6 of 7 Time Period for Filing a Petition In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. You cannot justifiably rely on the finality of this decision unless notice of this decision and the right of substantially affected persons to challenge this decision has been duly published or otherwise provided to all persons substantially affected by the decision. While you are not required to publish notice of this action, you may elect to do so pursuant Rule 62- 110.106(10)(a). The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28-106.205, F.A.C. If you do not publish notice of this action, this waiver will not apply to persons who have not received written notice of this action. Extension of Time Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the Department’s action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us, before the deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. FLAWAC Review The applicant, or any party within the meaning of Section 373.114(1)(a) or 373.4275, F.S., may also seek appellate review of this order before the Land and Water Adjudicatory Commission under Section 373.114(1) or 373.4275, F.S. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when this order is filed with the Clerk of the Department. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General 3.A.e Packet Pg. 147 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) File Name: Ronald Helsel File No: 0302936-004 EG Page 7 of 7 Counsel (Station #35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000) and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice must be filed within 30 days from the date this action is filed with the Clerk of the Department. Executed in Fort Myers, Florida STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Sincerely, Megan Mills Permitting Program Administrator South District Enclosures: 2 Project drawings 62-330.405, Florida Administrative Code 62-330.427, Florida Administrative Code CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this document and all attachments, including all copies, were sent to the addressee and to the following listed persons: U.S. Army Corps of Engineers, Fort Myers Office, fdep.other@usace.army.mil Office of Resiliency and Coastal Protection, Rookery Bay Aquatic Preserve, Jeffrey.A.Carter@dep.state.fl.us 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. _________________________ October 11, 2019__ Clerk Date 3.A.e Packet Pg. 148 Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock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ePacket Pg. 149Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock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ePacket Pg. 150Attachment: Attachment D - Backup RMH (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.f Packet Pg. 151 Attachment: Attachment E - HEX Hybrid Meeting Waivers (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 3.A.f Packet Pg. 152 Attachment: Attachment E - HEX Hybrid Meeting Waivers (21434 : PL20200000220 BDE 404 Cristobal St Helsel Dock) 03/10/2022 COLLIER COUNTY Collier County Hearing Examiner Item Number: 3.B Item Summary: Petition No. VA-PL20210001262 - Request to allow a swimming pool that was built closer to the property line than code currently allows in East Naples; also described as an after -the- fact variance from LDC Section 4.02.01.A, Table 2.1, to reduce the required 25-foot front yard setback to 12.09 feet along the east property line of the subject corner lot for a single-family residence, located within a Residential Multiple-Family-6 (RMF-6) Zoning District, to allow a swimming pool to satisfy the required accessory structure front yard setback per LDC Section 4.02.03.D for property located at 2072 Mills Lane, also known as Lots 1-2, Block E, Inomah, in Section 11, Township 50 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Commission District 4 Meeting Date: 03/10/2022 Prepared by: Title: Planner – Zoning Name: John Kelly 02/16/2022 8:57 PM Submitted by: Title: – Zoning Name: Mike Bosi 02/16/2022 8:57 PM Approved By: Review: Hearing Examiner (GMD Approvers) Diane Lynch Review Item Completed 02/16/2022 9:05 PM Growth Management Operations & Regulatory Management Kenneth Kovensky Review Item Completed 02/17/2022 5:34 AM Zoning Ray Bellows Review Item Completed 02/17/2022 1:54 PM Zoning Mike Bosi Zoning Director Review Completed 02/22/2022 9:01 AM Hearing Examiner Andrew Dickman Meeting Pending 03/10/2022 9:00 AM 3.B Packet Pg. 153 VA-PL20210001262; 2072 Mills Ln Page 1 of 7 02/16/2022 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: GROWTH MANAGEMENT DEPARTMENT ZONING DIVISION- ZONING SERVICES SECTION HEARING DATE: MARCH 10, 2022 SUBJECT: PETITION VA-PL20210001262; 2072 MILLS LANE - VARIANCE _____________________________________________________________________________ PROPERTY OWNER/APPLICANT: AGENT: Kevin Korban and Carolyn Sappenfield Nicholas Chittenden 2072 Mills Ln Edgewater Pools & Spa Services, LLC Naples, FL 34112 1076 Industrial Blvd Naples, FL 34105 REQUESTED ACTION: To have the Collier County Hearing Examiner (HEX) consider an application for an after-the-fact variance from Section 4.02.01.A, Table 2.1, to reduce the required 25-foot front yard setback to 12.09 feet along the east property line of the subject corner lot for a single-family residence to allow a swimming pool that was built closer to the property line than code allows to satisfy the required accessory structure front yard setback per LDC Section 4.02.03.D at the subject location. GEOGRAPHIC LOCATION: The subject property is located at 2072 Mills Lane, is legally recognized as Lots 1-2, Block E, Inomah, in Section 11, Township 50 South, Range 25 East, Collier County, Florida, and comprises 0.33 acres (See location map below). PURPOSE/DESCRIPTION OF PROJECT: The petitioner seeks a Variance to allow for the continued existence of a swimming pool that was constructed in accord with an approved Collier County Building Permit, No. PRBD20210100203 for which plans were submitted to and subsequently approved by the County; see Attachment C. It is Zoning Staff’s understanding that said plans depicted a standard lot having a front yard, two side yards, and a rear yard; however, when the contractor provided a Spot Survey to the County as part of the inspection process, the County determined the subject property is a corner lot for which two front yards and two side yards are required. As such, the yard adjacent to the east property line (Continued on Page 3) 3.B.a Packet Pg. 154 Attachment: Staff Report 021622 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) VA-PL20210001262; 2072 Mills Ln Page 2 of 7 02/16/2022 3.B.a Packet Pg. 155 Attachment: Staff Report 021622 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) VA-PL20210001262; 2072 Mills Ln Page 3 of 7 02/16/2022 Purpose/Description of Project (Continued from Page 1) abutting Palm Street changed from a side yard to a front yard which increased the required setback from 7.5 feet to 25 feet as per LDC Section 4.02.03.D. The referenced Spot Survey, dated March 31, 2021, was drawn after construction of the pool and locates it 12.09 feet from the east property line at its nearest point. The applicant has stated that there will be no footer installation, no lanai cage installation and that they will not be introducing a new fence line; baby gate fencing will be installed to the perimeter of the pool to satisfy pool safety requirements. Given this information, a Variance of 12.91 feet is required to satisfy the second 25-foot front yard requirement. The subject property comprises two lots, located within a Residential Multiple-Family-6 (RMF-6) Zoning District, that were combined for development. SURROUNDING LAND USE AND ZONING: This section of the staff report identifies the land uses and zoning classifications for properties surrounding boundaries of the subject property: North: Mills Lane (platted, PB 2 PG 82) then to the west an undeveloped parcel located within a Residential Single-Family-3 (RSF-3) Zoning District and to the east a vacant mixed-use building within a General Commercial (C-4) Gateway Triangle Mixed Use Development Overlay – Mixed Use District (GTMUD-MXD) South: 20-foot alley (platted, PB 2 PG 82) then a multi-family development located within a Residential Multiple-Family-6 (RMF-6) Zoning District East: Palm Street (Right-of-Way, platted, PB 2 PG 82) then a multi-family development located within a Residential Multiple-Family-6 (RMF-6) Zoning District West: Single-family residence located within a Residential Multiple-Family-6 (RMF-6) Zoning District Google Earth 3.B.a Packet Pg. 156 Attachment: Staff Report 021622 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) VA-PL20210001262; 2072 Mills Ln Page 4 of 7 02/16/2022 Collier County GIS GROWTH MANAGEMENT PLAN (GMP) CONSISTENCY: The subject property is in the Urban, Urban Coastal Fringe Subdistrict, on the County’s Future Land Use Map (FLUM) of the Future Land Use Element (FLUE) 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 combined property is unique in that it is located upon a corner lot necessitating that 3.B.a Packet Pg. 157 Attachment: Staff Report 021622 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) VA-PL20210001262; 2072 Mills Ln Page 5 of 7 02/16/2022 it satisfies setback requirements for a corner lot; two full front yards and two side yards; however, the roadway to the north terminates at a cul-de-sac that doesn’t directly abut the subject property. The subject property is only a corner lot by literal application of the plat (PB 2 PG 82). b. Are there special conditions and circumstances, which d o 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 applicant’s pool contractor submitted a site plan to Collier County as part of the building permit process and said site plan was approved; unfortunately, the site plan depicted a standard lot whereas it is in fact a corner lot. The difference in lot types causes an encroachment issue along the east property line as a much larger setback is required for front yards as opposed to side yards. The typical rear yard reduction for listed accessory structures, including pools, is also not applicable as corner lots have no rear yard; said reduction is typically to 10 feet. 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, modifying the existing pool to comply with the required setback would be cost prohibitive. The requested variance is needed to bring the existing pool into compliance with setback requirements and will further allow for the residence to maintain a clear title in the event of sale. 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 Variance, if granted, is the minimum required to accommodate the existing pool. 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 general purpose and intent of the LDC for residential single-family zoned districts is to promote lands for single-family housing in areas of low density. The requested Variance 3.B.a Packet Pg. 158 Attachment: Staff Report 021622 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) VA-PL20210001262; 2072 Mills Ln Page 6 of 7 02/16/2022 will be in harmony with the general intent and purpose of the Land Development Code and will not harm public safety, health, and welfare. g. Are there natural conditions or physically induced conditions that ameliorate the goals and objectives of the regulation such as natural preserves, lakes, golf courses, etc.? Yes, there is significant landscaping and a wood privacy fence along the east property line that will buffer any impacts from the pool with respect to peace and tranquility. 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. Zoning Staff has viewed the referenced Building Permit Application and is convinced the provided site plan was approved in error and that the existing pool was constructed as depicted within said site plan. All pertinent information pertaining to said permit is contained within Attachment C. ENVIRONMENTAL ADVISORY COUNCIL (EAC) RECOMMENDATION: The EAC does not normally hear variance petitions. Since the subject variance doesn’t impact any preserve area, the EAC did not hear this petition. CONCURRENT LAND USE APPLICATIONS: There are no concurrent land use applications under review at the present time PUBLIC NOTICE: Notice Requirements for Variance petitions are contained within LDC Section 10.03.06.F.2. The required Agent Letter was sent to all property owners located within 150 feet of the subject property on November 24, 2021, as evidenced by an executed Affidavit of Compliance contained within Attachment D. Notice of the Hearing Examiner hearing was provided by newspaper advertisement, mailed notice to owners within 500 feet of the site, and posting of a public notice sign on the site at least 15 days prior to the hearing. RECOMMENDATION: Staff recommends that the Collier County Hearing Examiner approve Petition VA- PL20210001262, to reduce the minimum front yard setback for Non-Waterfront - Swimming Pool single-family from “SPS,” Same as Principal Structure, from 25 feet to 12.09 feet, to allow for the continued existence of an existing pool. As a condition of approval, the applicant must satisfy all other requirements of Building Permit No. PRBD20210100203 and obtain a Certificate of Occupancy/Completion. 3.B.a Packet Pg. 159 Attachment: Staff Report 021622 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) VA-PL20210001262; 2072 Mills Ln Page 7 of 7 02/16/2022 Attachments: A. Sketch of Boundary Survey / Pool Spot Survey B. Public Hearing Sign Posting C. File – Building Permit PRBD20210100203 D. Applicant’s Backup; Application, Narrative, Authorizations, etc. E. HEX Hybrid Meeting Waivers 3.B.a Packet Pg. 160 Attachment: Staff Report 021622 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 1 inch = 30' ft. GRAPHIC SCALE 3.B.b Packet Pg. 161 Attachment: Attachment A - Boundry & Pool Spot Survey (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool)Kenneth Sarrio Digitally signed by Kenneth Sarrio Date: 2021.04.06 12:39:08 -04'00' 3.B.cPacket Pg. 162Attachment: Attachment B - Public Hearing Sign Posting (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.cPacket Pg. 163Attachment: Attachment B - Public Hearing Sign Posting (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.cPacket Pg. 164Attachment: Attachment B - Public Hearing Sign Posting (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.cPacket Pg. 165Attachment: Attachment B - Public Hearing Sign Posting (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS PERMIT PERMIT #: PRBD2021010020301 PERMIT TYPE: PL ISSUED: 03-01-21 BY:APPLIED DATE:01-05-21 APPROVAL DATE: 02-04-21 MASTER #:COA: JOB ADDRESS:2072 Mills LN, Building, Naples JOB DESCRIPTION: Installation of 15' x 25' pool with sunshelf, electrical service, 1.5 hp variable speed pump, 200 sq ft filter. 2072 MILLS LN JOB PHONE: SUBDIVISION #:BLOCK: LOT: FLOOD MAP:ZONE:ELEVATION: FOLIO #: 51691600004 SECTION-TOWNSHIP-RANGE: 11-50-25 OWNER INFORMATION:CONTRACTOR INFORMATION: KORBAN, KEVIN CAROLYN SAPPENFIELD 2072 MILLS LN NAPLES, FL 34112 EDGEWATER POOL AND SPA SERVICES, LLC. 1076 INDUSTRIAL BLVD NAPLES, FL 34104 CERTIFICATE #:: LCC20180002213 PHONE: FCC CODE: CONSTRUCTION CODE: 0221 JOB VALUE: $35,000.00 TOTAL RES SQFT: 0 TOTAL COMM SQFT: 0 SETBACKS FRONT:REAR: 10' LEFT: 7.5'RIGHT: 7.5' 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.B.d Packet Pg. 166 Attachment: Attachment C - Permit PRBD20210100203 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 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: PRBD2021010020301 Job Site Address: 2072 Mills LN, Building, Naples Permit Description: Installation of 15' x 25' pool with sunshelf, electrical service, 1.5 hp variable speed pump, 200 sq ft filter. 2072 MILLS LN Permit Issuance Date: 03/01/2021 Document List: Portal File Type Portal File Name 1.Approved Plans (PR)NOT FOR APPROVAL Conceptual Site Plan (2072 Mills - Survey - Prepared.pdf) 2.Approved Plans (PR)Storm Water Plan (POOL-SPA-SUN SHELF - DRAINAGE PLAN 12-12-20_- 2072 Mills Lane - Collier - Digitally Sealed0 - Prepared.pdf) 3.Approved Plans (PR)Construction Plans (KORBAN POOL-SPA-SUN SHELF - REVISED 1-21-21 - Digitally Sealed (1) - Prepared.pdf) 3.B.d Packet Pg. 167 Attachment: Attachment C - Permit PRBD20210100203 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) PALM STREETLOT 3LOT 2LOT 1MILLS LANEMILLS LANEPROPOSEDEQUIPMENTEXISTINGRESIDENCE27'-3"5'15'12'-9"27'-1"25'68'PROPOSEDPOOLPROPOSEDPOOL DECK9'-10"RETENTION AREAABKUHLMAN ENGINEERING, INCEXPRESSLY RESERVES ITSCOPYRIGHT AND OTHER PROPERTYRIGHTS FOR THESE DRAWINGS ANDDESIGN(S). INCLUDING THEIRORIGINAL PURPOSE AND SITE.THESE DRAWINGS MAY NOT TO BEREPRODUCED, CHANGED, REUSEDOR COPIED WITHOUT WRITTENCONSENT OF KUHLMANENGINEERING, INC. ANYASSIGNMENT TO ANOTHER PARTYIS UNINTENDED AND PROHIBITED.KUHLMANENGINEERING,INC.PHONE (239) 254-8219FAX (239) 514-4905kuhlmanengineering@yahoo. comFLORIDA CA #00003388KECLIENT:PROJECT:REVISIONS:DATEMARKREMARKSSHEET:DATE ISSUED:CHECKED BY:JBKDESCRIPTION:This item has been digitally signedand sealed by James B. KuhlmanPE. on date noted in sealedsignature. Printed copies of thisdocument are not considered signedand sealed and signature must beverified on any electronic copiesEDGEWATER POOLS AND SPA SERVICES 1076 INDUSTRIAL BVLD., NAPLES, FLORIDA 34103 LICENSE # RP252555506RESIDENTIALPOOL PLANFORKORBANRESIDENCE2072 MILLS LANENAPLES,COLLIER COUNTYFLORIDA 3411220 - 5418FLORIDA REGISTRATION # 22388JAMES B. KUHLMAN PEDecember 12, 2020LEGAL DESCRIPTION:Lots 1-2, Block E, INOMAH, according to the plattfereof as recorded in Plat Book 2, Pg(s) 82 ot thePublic Records of COLLIER COUNTY, FLORIDATYPE 2 STORM WATER PLANLOT AREA:14393 SQ. FT.IMPERVIOUS AREA:6230 SQ. FT.BUILDING FOOTPRINT3042SQ. FT.DRIVE & PARKING2598SQ. FT.POOL & PATIO 375SQ. FT.WALKWAYS 215SQ. FT.TOTAL6230SQ. FT.PERCENTAGE:43.3%> 40%DIRECTION OF DRAINAGE FLOWCONTRACTOR RESPONSIBLE FOR ENSURING PROPER LOTFLOW MAINTAINED AS SHOWNPOOL SITE PLAN & DRAINAGESCALE 1" - 20' - 0"THIS IS NOT A SURVEYPOOL PLANSCALE 1/4" = 1' - 0"STEMWALL DECK FOUNDATION1'-4"3"10"3"(2) #5 BARSCONTINUOUSNOT TO SCALECOMPACTED FILL1'-2" 2' MAXIMUM #5 BAR IN CONCRETEFILLED CELL, 24" O.C.#4 BAR CONTINUOUS18"x 18" #3 BARS 24" O.C.4" CONCRETE SLAB WITH 6x6w1.4xW1.4 WIRE MESHSUPPORTED 3' O.C.ALTERNATE: FIBER MESHREINFORCEDPAVER DECKBY OTHERSCOMPACTED FILLCOMPACTED FILLSTRUCTURAL NOTES:SOILSMATERIALS USED UNDER THE FOUNDATION SHALL BE TYPE SW OR SP, UNIFIED SOILS CLASSIFICATION, FREE FROM ALL ROOTS AND LARGE STONES.THE SOILS SHALL HAVE A MINIMUM BEARING CAPACITY OF 2000 PSF. AND THE FILL SHALL BE COMPACTED IN MINIMUM ONE (1) FOOT LIFTS, TO AMINIMUM OR 96% OF MAXIMUM DENSITY, AS DETERMINED BY ASTM D-1557. EACH LIFT WILL BE TESTED FOR COMPACTION IN AT LEAST TWO LOCATIONS.EXISTING GROUND WILL BE CLEARED, GRUBBED AND COMPACTED TO THE SAME CRITERIA AS FILL.THIS POOL HAS BEEN DESIGNED FOR PLACEMENT ON NATURAL GROUND OR COMPACTED FILL WITH AN ANTICIPATED SETTLEMENT OF LESS THAN 1/2".THIS POOL IS NOT DESIGNED FOR PLACEMENT IN A VELOCITY ZONE OR ANY AREA SUSCEPTIBLE TO EROSION.THE DECK INSTALLATION SHALL BE SEPARATED FROM THE SWIMMING POOL SHELL WITH AN EXPANSION OR FLEXIBLE JOINT. THE DECK SHALL HAVEEXPANSION AND CONSTRUCTION JOINTS LOCATED SO THERE IS NO TRANSFER OF HORIZONTAL OR VERTICAL FORCES TO THE POOL SHELL.POOL CONCRETETHE POOL CONCRETE (GUNITE) SHALL HAVE A MINIMUM BREAKING STRENGTH OF 3500 PSI IN 28 DAYS. THE CONCRETE (GUNITE) MIX DESIGN SHALLBE APPROVED BY THE ENGINEER OR ARCHITECT. THE CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI.-318.REINFORCING REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60 KSI. AND BE PLACED IN ACCORDANCE WITH ACI-"MANUALS OF STEEL STANDARDPRACTICE FOR DETAILING REINFORCING CONCRETE STRUCTURES". WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-82 AND A-185.REINFORCING LAP DISTANCE:SHELL AND FOUNDATION REINFORCING 40 BAR DIAMETERS; STEEL REINFORCING COVER: CAST IN PLACE CONCRETE: MINIMUM COVER CONCRETE AGAINST EARTH 3"CONCRETE EXPOSED TO WEATHER 2"PLUMBINGALL PIPING SHALL BE PVC SCHEDULE 40 NFS pw. ALL POOL PLUMBING SHALL BE ENCASED IN THE POOL SHELL OR STRAPPED, WITH NON-CORROSIVESTRAPPING MATERIAL, TO THE POOL SHELL, AT A MAXIMUM 4 FT. O.C.. PIPING SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE 2017 FLORIDABUILDING CODE SIXTH EDITION.ELECTRICALALL ELECTRICAL WORK AND GROUNDING OF POOL AND DECK MUST CONFORM TO THE 2014 NATIONAL ELECTRICAL CODE AND THE 2017 FLORIDA BUILDINGCODE SIXTH EDITION.GENERALALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES.THE CONTRACTOR SHALL FIELD VERIFY ALL SOILS TYPES, DIMENSIONS AND ELEVATIONS AND NOTIFY THE ARCHITECT AND THE CONTRACTOR SHALLFIELD VERIFY ALL SOILS TYPES, DIMENSIONS AND ELEVATIONS AND NOTIFY THE ARCHITECT AND ENGINEER OF ANY DEVIATIONS FROM THE ARCHITECTURAL OR ENGINEERING PLAN, OR CONFLICT WITH ON-SITE CONDITIONS.THIS OFFICE DOES NOT ACCEPT RESPONSIBILITY FOR INTERPRETATION OF THESE DRAWINGS BY OTHER PARTIES, UNLESS REQUESTED TO AND RESPONDED TO IN WRITING.THESE SWIMMING, SPA POOL AND STRUCTURAL PLANS SHOWN HEREWITHIN AND UNDER THE ENGINEER'S SEAL HAVE BEEN DESIGNED INACCORDANCE AND COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODE SIXTH EDITION.5' DEEP 3' DEEP 2 MAIN DRAINS SUN SHELFBENCHSTEPS3'25'3'3'15'5'14'7'4'7' 1'1'1'SKIMMER1'-6"PENTAIR SUPERFLO 1.5 VS97 GPM5 INLETSSWIMMING POOL375 Sq. Ft.9,409 GallonsSPRINGLOADEDVACUUMFITTINGRETENTION SECTION "A"SCALE 1/2" = 1'- 0"3'2'-6"1'-6"MIN. 6" HIGH BERM1.72.2ROWRETENTION SECTION "A"SCALE 1/2" = 1'- 0"3'2'-6"1'-6"MIN. 6" HIGH BERM1.72.2ROWRETENTION SECTION "B"SCALE 1/2" = 1'- 0"3'2'-6"1'-6"MIN. 6" HIGH BERM1.72.2PL3'-9"TYPE II DRAINAGE PER 6.05.02SITE AREA 14393 x 40% ALLOWABLE IMPERVIOUS = 5757 SFEXISTING / PROPOSED IMPERVIOUS = 6230 SFALLOWABLE IMPERVIOUS 40% = 5757ADDITIONAL AREA OVER ALLOWED = 473 SF473 SF x 5.5"/12 = 217 CF REQUIRED RETENTION VOLUMEDETENTION PROVIDED 124'@ 2CU FT/FT @ 6" DEEP = 248 CFPOOLPLAN1RESIDENTIAL POOL, SPA & SUN SHELF SITE, LAYOUT AND SECTIONS 3.B.dPacket Pg. 168Attachment: Attachment C - Permit PRBD20210100203 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) POOL & SPA NOTES:THE FOLLOWING IS A SUMMATION OF THE SWIMMING POOL PORTION OF THE THE FLORIDA BUILDING CODE SIXTH EDITION (2017). THIS DOES NOT CONTAIN THE FULL CODEVERBIAGE AND ALL POOLS AND SPA POOLS SHALL CONFORM TO THE ENTIRE CODE.UNLESS OTHERWISE SPECIFIED IN THE FLORIDA BUILDING CODE SIXTH EDITION (2017). ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE PIPING SYSTEM OF THESWIMMING OR SPA POOL THAT ARE BUILT IN PLACE SHALL CONFORM TO THE THE FLORIDA BUILDING CODE SIXTH EDITION (2017)).COMPLIANCE: ALL MATERIALS, PIPING, VALVES, EQUIPMENT OR APPLIANCES ENTERING INTO THE CONSTRUCTION OF SWIMMING POOL, SPA OR PORTIONS THEREOF SHALLBE OF A TYPE COMPLYING WITH THIS CODE OR OF A TYPE RECOMMENDED AND APPROVED BY A NATIONALLY RECOGNIZED TESTING AGENCY OR CONFORMING TO OTHERRECOGNIZED STANDARDS ACCEPTABLE TO THE ADMINISTRATIVE AUTHORITY.ITEMS NOT COVERED: FOR ANY ITEMS NOT SPECIFICALLY COVERED IN THESE REQUIREMENTS, THE ADMINISTRATIVE AUTHORITY IS HEREBY AUTHORIZED TO REQUIRE THATALL EQUIPMENT, MATERIALS, METHODS OF CONSTRUCTION AND DESIGN FEATURES SHALL BE PROVEN TO FUNCTION ADEQUATELY, EFFECTIVELY AND WITHOUT EXCESSIVEMAINTENANCE AND OPERATIONAL DIFFICULTIES.APPLICANT RESPONSIBILITY: IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT TO PROVIDE SUCH DATA, TESTS OR OTHER ADEQUATE PROOF THAT THE DEVICE, MATERIALOR PRODUCT WILL SATISFACTORILY PERFORM THE FUNCTION FOR WHICH IT IS INTENDED, BEFORE SUCH ITEM SHALL BE APPROVED OR ACCEPTED FOR TESTS.APPROVAL AND AUTHORIZATION: THE PROVISIONS OF THIS CODE ARE NOT INTENDED TO PREVENT THE USE OF ANY ALTERNATE MATERIAL, METHOD OF CONSTRUCTION,APPLIANCE OR EQUIPMENT, PROVIDED ANY SUCH ALTERNATE HAS BEEN FIRST APPROVED AND ITS USE AUTHORIZED BY THE ADMINISTRATIVE AUTHORITY.REQUIRED TESTS: WHEN THERE IS INSUFFICIENT EVIDENCE TO SUBSTANTIATE CLAIMS FOR ALTERNATES, THE ADMINISTRATIVE AUTHORITY MAY REQUIRE TESTS, AS PROOFOF COMPLIANCE, TO BE MADE BY AN APPROVED AGENCY AT THE EXPENSE OF THE APPLICANT.CONFORMANCE STANDARD: DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OFANSI/NSP/ICI 3, ANSI/APSP/ICC 4,ANSI/APSP/ICC 5, ANSI/APSP/ICC 6, ANSI/APSP/ICC 16 AND ANSI/APSP/ICC 7.REQUIRED EQUIPMENT: EVERY SWIMMING POOL SHALL BE EQUIPPED COMPLETE WITH APPROVED MECHANICAL EQUIPMENT CONSISTING OF FILTER, PUMP, PIPING VALVESAND COMPONENT PARTS.WATER VELOCITY: POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT EXCEED 10 FEET PER SECOND (3048 MM/S) FOR PRESSURE PIPING AND 8 FEET PERSECOND (2438 MM/S) FOR SUCTION PIPING, EXCEPT THAT THE WATER VELOCITY SHALL NOT EXCEED 8 FEET PER SECOND (2438 MM/S) IN COPPER TUBING. MAIN SUCTIONOUTLET VELOCITY MUST COMPLY WITH ANSI/APSP/ICC 7. EXCEPTION: JET INLET FITTINGS SHALL NOT BE DEEMED SUBJECT TO THIS REQUIREMENT.PIPING TO HEATER: WATER FLOW THROUGH THE HEATER, ANY BYPASS PLUMBING INSTALLED, ANY BACK-SIPHONING PROTECTION, AND THE USE OF HEAT SINKS SHALL BEDONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.PIPING INSTALLATION: ALL PIPING MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION STANDARDS.ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF ANSI/APSA/ICC 7.STRAINER: POOL CIRCULATING PUMPS SHALL BE EQUIPPED ON THE INLET SIDE WITH AN APPROVED TYPE HAIR AND LINT STRAINER WHEN USED WITH A PRESSURE FILTER.INSTALLATION: PUMPS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.CAPACITY: PUMPS SHALL HAVE DESIGN CAPACITY AT THE FOLLOWING HEADS.1. PRESSURE DIATOMACEOUS EARTH-AT LEAST 60 FEET (18 288 MM).2. VACUUM D.E.-20-INCH (508 MM) VACUUM ON THE SUCTION SIDE AND 40 FEET (1219 MM) TOTAL HEAD.3. RAPID SAND-AT LEAST 45 FEET (13 716 MM).4. HIGH RATE SAND-AT LEAST 60 FEET (18 288 MM).MATERIALS: PUMP IMPELLERS, SHAFTS, WEAR RINGS AND OTHER WORKING PARTS SHALL BE OF CORROSION-RESISTANT MATERIALS.VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE FLORIDA BUILDING CODE SIXTH EDITION (2017). PLUMBING VALVES LOCATED UNDER CONCRETE SLABSSHALL BE SET IN A PIT HAVING A LEAST DIMENSION OF FIVE PIPE DIAMETERS WITH A MINIMUM OF AT LEAST 10 INCHES (254 MM) AND FITTED WITH A SUITABLE COVER. ALLVALVES SHALL BE LOCATED WHERE THEY WILL BE READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL.FULL-WAY (GATE) VALVES: FULL-WAY VALVES SHALL BE INSTALLED TO INSURE PROPER FUNCTIONING OF THE FILTRATION AND PIPING SYSTEM. WHEN THE PUMP ISLOCATED BELOW THE OVERFLOW RIM OF THE POOL, A VALVE SHALL BE INSTALLED ON THE DISCHARGE OUTLET AND THE SUCTION LINE.CHECK VALVES: WHERE CHECK VALVES ARE INSTALLED THEY SHALL BE OF THE SWING, SPRING OR VERTICAL CHECK PATTERNS.ALL VALVES SHALL BE INSTALLED PER MANUFACTURER,S INSTALLATION INSTRUCTIONSWATER SUPPLY: UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED, ANY WATER SUPPLY WHICH IN THE JUDGMENT OF THE ADMINISTRATIVE AUTHORITY MAYBE USED TO FILL THE POOL, SHALL BE EQUIPPED WITH BACK FLOW PROTECTION. NO OVER THE RIM FILL SPOUT SHALL BE ACCEPTED UNLESS LOCATED UNDER A DIVINGBOARD, OR PROPERLY GUARDED.CONNECTION LIMITATIONS: DIRECT OR INDIRECT CONNECTIONS SHALL NOT BE MADE BETWEEN ANY STORM DRAIN, SEWER, DRAINAGE SYSTEM, SEEPAGE PITUNDERGROUND LEACHING PIT, OR SUBSOIL DRAINAGE LINE, AND ANY LINE CONNECTED TO A SWIMMING POOL/ SPA POOL UNLESS APPROVED BY THE ADMINISTRATIVEAUTHORITY.DISPOSAL THROUGH PUBLIC SEWER: WHEN THE WASTE WATER FROM A SWIMMING POOL IS TO BE DISPOSED OF THROUGH A PUBLIC SEWER, A 3-INCH (76 MM) P-TRAPSHALL BE INSTALLED ON THE LOWER TERMINUS OF THE BUILDING DRAIN AND THE TALL PIECE FROM THE TRAP SHALL EXTEND A MINIMUM OF 3 INCHES (76 MM) ABOVEFINISHED GRADE AND BELOW FINISHED FLOOR GRADE. THIS TRAP NEED NOT BE VENTED. THE CONNECTION BETWEEN THE FILTER WASTE DISCHARGE PIPING AND THEP-TRAP SHALL BE MADE BY MEANS OF AN INDIRECT CONNECTION.DEVIATIONS: PLANS AND SPECIFICATIONS FOR ANY DEVIATION FROM THE ABOVE MANNER OF INSTALLATION SHALL FIRST BE APPROVED BY THE ADMINISTRATIVEAUTHORITY BEFORE ANY PORTION OF ANY SUCH SYSTEM IS INSTALLED. WHEN WASTE WATER DISPOSAL IS TO SEEPAGE PIT INSTALLATION, IT SHALL BE INSTALLED INACCORDANCE WITH THE APPROVAL GRANTED BY THE ADMINISTRATIVE AUTHORITY.CONNECTION LIMITATIONS: DIRECT OR INDIRECT CONNECTIONS SHALL NOT BE MADE BETWEEN ANY STORM DRAIN, SEWER, DRAINAGE SYSTEM, SEEPAGE PITUNDERGROUND LEACHING PIT, OR SUBSOIL DRAINAGE LINE, AND ANY LINE CONNECTED TO A SWIMMING POOL UNLESS APPROVED BY THE ADMINISTRATIVE AUTHORITY.SEPARATION TANK: A SEPARATION TANK OF AN APPROVED TYPE MAY BE USED IN LIEU OF THE AFOREMENTIONED MEANS OF WASTE WATER DISPOSAL WHEN CONNECTEDAS A RECLAMATION SYSTEM.PRESSURE TESTING: ALL POOL PIPING SHALL BE TESTED AND PROVED TIGHT TO THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC WATER OR AIRPRESSURE OF NOT LESS THAN 35 PSI (241 PA) FOR 15 MINUTES. EXCEPTION: CIRCULATION PUMPS NEED NOT BE TESTEDDRAIN AND WASTE PIPING: ALL DRAIN AND WASTE PIPING SHALL BE TESTED BY FILLING WITH WATER TO THE POINT OF OVERFLOW AND ALL JOINTS SHALL BE TIGHT.SLOPE TO DISCHARGE: DRAIN PIPING SERVING GRAVITY OVERFLOW GUTTER DRAINS AND DECK DRAINS SHALL BE INSTALLED TO PROVIDE CONTINUOUS GRADE TO POINT OFDISCHARGE.SWIMMING POOL/ SPA POOL WATER HEATING EQUIPMENT SHALL CONFORM TO THE DESIGN, CONSTRUCTION AND INSTALLATION REQUIREMENTS IN ACCORDANCE WITHACCEPTED ENGINEERING PRACTICES AND SHALL BEAR THE LABEL OF A RECOGNIZED TESTING AGENCY, AND SHALL INCLUDE A CONSIDERATION OF COMBUSTION AIR,VENTING AND GAS SUPPLY REQUIREMENTS FOR WATER HEATERS. IF A HEATER IS NOT EQUIPPED OR DESIGNED FOR AN APPROVED PERMANENT BYPASS OR ANTISIPHONDEVICE, AN APPROVED PERMANENT BYPASS OR ANTI-SIPHON DEVICE SHALL BE INSTALLED TO PROVIDE A POSITIVE MEANS OF RETAINING WATER IN THE HEATER WHEN THEPUMP IS NOT IN OPERATION. IF THE HEATER IS INSTALLED IN A PIT, THE PIT SHALL BE PROVIDED WITH APPROVED DRAINAGE. ALL HEATER EQUIPMENT SHALL BE INSTALLEDWITH FLANGES OR UNION CONNECTIONS ADJACENT TO HEATER.THE ENERGY REQUIREMENTS FOR RESIDENTIAL POOL HEATERS AND IN-GROUND SPAS SHALL BE AS SPECIFIED IN THE FLORIDA BUILDING CODE SIXTH EDITION (2017).ALL HEATERS SHALL BE EQUIPPED WITH A READILY ACCESSIBLE ON-OFF SWITCH THAT IS MOUNTED OUTSIDE THE HEATER TO ALLOW SHUTTING OFF THE HEATER WITHOUTADJUSTING THE THERMOSTAT SETTING.SOLAR POOL HEATERS SHALL CONFORM TO THE FLORIDA BUILDING CODE SIXTH EDITION (2017) 2017 FLORIDA BUILDING CODE MECHNICAL SIXTH EDITIONGAS & OIL FIRED POOL & SPA HEATERS SHALL HAVE A MINIMAL THERMAL EFFICIENCY OF 78% FOR HEATERS MANUFACTURED BEFORE 5-16-2013, GREATER THAN 82% FORHEATERS MANUFACTURED AFTER 5-16-2013 AS TESTED IN ACCORDANCE WITH ANSI Z 21.56. POOL HEATERS FIRED BY NATURAL GAS OR LPG SHALL NOT HAVECONTINUOUSLY BURNING PILOT LIGHTS.ALL POOL HEATERS SHALL BE EQUIPPED WITH AN ON-OFF SWITCH MOUNTED FOR EASY ACCESS. COVERS ARE REQUIRED FOR ALL HEATED POOLS AND SPA POOLS.TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING/SPA POOL HEATERS AND PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ONACCORDING TO A PRESET SCHEDULE. EXCEPTION: WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR AND HEAT RECOVERY POOL/SPA HEATING SYSTEMS.HEATED SWIMMING POOLS AND SPA POOLS SHALL BE EQUIPPED WITH A VAPOR RETARDANT COVER ON OR AT THE WATER SURFACE OR A LIQUID COVER OR OTHER MEANSPROVEN TO REDUCE HEAT LOSS. EXCEPTION: POOLS DERIVING 70% OF HEAT FROM SOLAR OR SITE RECOVERED ENERGY.GAS PIPING. GAS PIPING SHALL COMPLY WITH THE THE 2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION.ELECTRICAL: ELECTRICAL EQUIPMENT AND INSTALLATION, INCLUDING BONDING AND GROUNDING OF POOL/SPA COMPONENTS, SHALL COMPLY WITH CHAPTER 27 OF THE2017 FLORIDA BUILDING CODE SIXTH EDITION. OUTLETS SUPPLYING POOL/SPA PUMPS MOTORS OR OTHER ELECTRICAL EQUIPMENT AND UNDERWATER LUMINAIRES THATOPERATE AT A VOLTAGE GREATER THAN LOW VOLTAGE, WHETHER BY RECEPTACLE OR DIRECT CONNECTION, SHALL BE PROVIDED WITH A GROUND FAULT CIRCUITINTERRUPTER PROTECTION.EQUIPMENT FOUNDATIONS AND ENCLOSURES: ALL POOL MOTORS AND EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.ALL HEATING AND ELECTRICAL EQUIPMENT, UNLESS APPROVED FOR OUTDOOR INSTALLATION, SHALL BE ADEQUATELY PROTECTED AGAINST THE WEATHER OR INSTALLEDWITHIN A BUILDING.POOL PUMP MOTORS SHALL NOT BE SPLIT PHASE, SHADED POLE OR CAPACITOR START INDUCTION RUN TYPE.POOL PUMPS AND PUMP MOTORS WITH A TOTAL HORSEPOWER GREATER THAN OR EQUAL TO 1 HP SHALL HAVE A CAPABILITY OF OPERATION AT TWO OR MORE SPEEDS, THELOW SPEED SHALL HAVE A ROTATION RATE OF NO MORE THAN 12 OF THE MOTOR'S ROTATION RATE.POOL PUMP MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATION THE POOL PUMP AT A MINIMUM IF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED SHALL BETHE RESIDENTIAL FILTRATION SPEED, WITH THE HIGHER SPEED OVERRIDE CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR 24 HOURSWHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATER SYSTEM SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE SOLAR HEAT GAIN.ACCESSIBILITY AND CLEARANCES: EQUIPMENT SHALL BE SO INSTALLED AS TO PROVIDE READY ACCESSIBILITY FOR CLEANING, OPERATING, MAINTENANCE AND SERVICING.LADDERS AND STEPS: ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE WATER DEPTH EXCEEDS 24INCHES (610 MM). IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 FEET (1524 MM) THERE SHALL BE LADDERS, STAIRS OR UNDERWATER BENCHES/ SWIMOUTS IN THEDEEP END. WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE USED, BENCHES OR SWIM-OUTS SHALL BE RECESSED OR LOCATED IN A CORNER. EXCEPTION: IN PRIVATEPOOLS HAVING MORE THAN ONE SHALLOW END, ONLY ONE SET OF STEPS ARE REQUIRED. A BENCH, SWIMOUT OR LADDER MAY BE USED AT ALL ADDITIONAL SHALLOWENDS IN LIEU OF AN ADDITIONAL SET OF STEPS.FILTERS: COMPONENTS SHALL HAVE SUFFICIENT CAPACITY TO PROVIDE A COMPLETE TURNOVER OF POOL WATER IN 12 HOURS OR LESS.EVERY FILTER SHALL BE PROVIDED WITH WRITTEN OPERATING INSTRUCTIONS.SAND FILTERS: APPROVED TYPES:RAPID SAND FILTERS [FLOW UP TO 5 GPM PER SQUARE FOOT (.3L/S)] SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPROVED STANDARDS.HIGH RATE SAND FILTERS [FLOW IN EXCESS OF 5 GPM PER SQUARE FOOT (.3 L/S)] ARE USED, THEY SHALL BE OF AN APPROVED TYPE. THE CIRCULATION SYSTEM AND BACKWASH PIPING SHALL BE ADEQUATE FOR PROPER BACKWASHING OF SAID FILTER AND SHALL PROVIDE BACKWASH FLOW RATES OF AT LEAST 12 GPM PER SQUARE FOOT (.8 L/S)RAPID SAND FILTERS OR 15 GPM PER SQUARE FOOT (.9 L/S) FOR HIGH RATE SAND FILTERS.FILTER SYSTEM EQUIPMENT: ON PRESSURE-TYPE FILTERS, A MEANS SHALL BE PROVIDED TO PERMIT THE RELEASE OF INTERNAL PRESSURE. A FILTER INCORPORATING ANAUTOMATIC INTERNAL AIR RELEASE AS ITS PRINCIPAL MEANS OF AIR RELEASE SHALL HAVE LIDS WHICH PROVIDE A SLOW AND SAFE RELEASE OF PRESSURE AS PART OFITS DESIGN. A SEPARATION TANK USED IN CONJUNCTION WITH A FILTER TANK SHALL HAVE AS PART OF ITS DESIGN A MANUAL MEANS OF AIR RELEASE OR A LID WHICHPROVIDES A SLOW AND SAFE RELEASE OF PRESSURE AS IT IS OPENED.DIATOMITE-TYPE FILTERS: DE FILTERS SHALL BE DESIGNED FOR OPERATION UNDER EITHER PRESSURE OR VACUUM. THE DESIGN CAPACITY FOR BOTH PRESSURE ANDVACUUM FILTERS SHALL NOT EXCEED 2 GPM PER SQUARE FOOT (.13 L/S) OF EFFECTIVE FILTER AREA.FILTER AID: PROVISION SHALL BE MADE TO INTRODUCE FILTER AID INTO THE FILTER IN SUCH A WAY AS TO EVENLY PRE-COAT THE FILTER SEPTUM.POOL FITTINGS: APPROVED TYPE: POOL FITTINGS SHALL BE OF AN APPROVED TYPE AND DESIGN AS TO BE APPROPRIATE FOR THE SPECIFIC APPLICATION.SKIMMERS: APPROVED SURFACE SKIMMERS ARE REQUIRED AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.SKIMMERS SHALL BE INSTALLED ON THE BASIS OF ONE PER 800 SQUARE FEET (74 M²) OF SURFACE AREA OR FRACTION THEREOF, AND SHALL BE DESIGNED FOR A FLOWRATE OF AT LEAST 25 GPM (94 L/m) PER SKIMMER.MAIN OUTLET: WHEN AN APPROVED MAIN OUTLET IS USED IT SHALL BE LOCATED ON A WALL OR FLOOR AT OR NEAR THE DEEPEST POINT IN THE POOL FOR EMPTYING ORCIRCULATION, OR BOTH, OF THE WATER IN THE POOL.HYDROSTATIC RELIEF DEVICE: IN AREAS OF ANTICIPATED WATER TABLE AN APPROVED HYDROSTATIC RELIEF DEVICE SHALL BE INSTALLED.INLET FITTINGS: APPROVED MANUFACTURED INLET FITTINGS FOR THE RETURN OF RECIRCULATED POOL WATER SHALL BE PROVIDED ON THE BASIS OF AT LEAST ONE PER300 SQUARE FEET (28 M²) OF SURFACE AREA. SUCH INLET FITTINGS SHALL BE DESIGNED AND CONSTRUCTED TO INSURE AN ADEQUATE SEAL TO THE POOL STRUCTUREAND SHALL INCORPORATE A CONVENIENT MEANS OF SEALING FOR PRESSURE TESTING OF THE POOL CIRCULATION PIPING. WHERE MORE THAN ONE INLET IS REQUIRED,THE SHORTEST DISTANCE BETWEEN ANY TWO REQUIRED INLETS SHALL BE AT LEAST 10 FEET (3048 MM).EQUIPMENT FOUNDATIONS AND ENCLOSURES: ALL POOL MOTORS AND EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.ALL HEATING AND ELECTRICAL EQUIPMENT, UNLESS APPROVED FOR OUTDOOR INSTALLATION, SHALL BE ADEQUATELY PROTECTED AGAINST THE WEATHER OR INSTALLEDWITHIN A BUILDING.ACCESSIBILITY AND CLEARANCES: EQUIPMENT SHALL BE SO INSTALLED AS TO PROVIDE READY ACCESSIBILITY FOR CLEANING, OPERATING, MAINTENANCE AND SERVICING.FINAL INSPECTIONS, FINAL ELECTRICAL, AND BARRIER CODE, INSPECTION SHALL BE COMPLETED PRIOR TO FILLING THE POOL WITH WATER.OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH THE 2017 FLORIDA BUILDING CODE SIXTH EDITION. EXCEPTION: ASWIMMING POOL WITH AN APPROVED SAFETY POOL COVER COMPLYING WITH ASTM F 1346.ELECTRICAL WIRING AND EQUIPMENT SHALL COMPLY WITH THE 2014 NATIONAL ELECTRICAL CODE. ALL GROUNDING OF THE DECK & PUMPS SHALL COMPLYWITH THE 2014 NEC ELECTRICAL CODE AND MUST BE IN COMPLIANCE WITH THE 2014 NEC 680.26 & 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION.GFCI PROTECTION OF POOL EQUIPMENT MUST COMPLY WITH 680 OF THE 2014 NEC.THE POOL CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING SITE SPECIFIC POOL/SPA LAYOUT, FITTINGS CONFIGURATION, SITE & EQUIPMENT LAYOUT,AND POOL PUMP, PIPING ELECTRICAL AND BARRIER COMPLIANCE.THE CONTRACTOR SHALL CONSTUCT THE SWIMMING & SPA POOL IN COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODE SIXTH EDITION AND ALLAPPLICABLE FEDERAL, STATE AND LOCAL CODES.STRUCTURAL NOTES:SOILSMATERIALS USED UNDER THE FOUNDATION SHALL BE TYPE SW OR SP, UNIFIED SOILS CLASSIFICATION, FREE FROM ALL ROOTS AND LARGE STONES.THE SOILS SHALL HAVE A MINIMUM BEARING CAPACITY OF 2000 PSF. AND THE FILL SHALL BE COMPACTED IN MINIMUM ONE (1) FOOT LIFTS, TO AMINIMUM OR 96% OF MAXIMUM DENSITY, AS DETERMINED BY ASTM D-1557. EACH LIFT WILL BE TESTED FOR COMPACTION IN AT LEAST TWO LOCATIONS.EXISTING GROUND WILL BE CLEARED, GRUBBED AND COMPACTED TO THE SAME CRITERIA AS FILL.THIS POOL HAS BEEN DESIGNED FOR PLACEMENT ON NATURAL GROUND OR COMPACTED FILL WITH AN ANTICIPATED SETTLEMENT OF LESS THAN 1/2".THIS POOL IS NOT DESIGNED FOR PLACEMENT IN A VELOCITY ZONE OR ANY AREA SUSCEPTIBLE TO EROSION.THE DECK INSTALLATION SHALL BE SEPARATED FROM THE SWIMMING POOL SHELL WITH AN EXPANSION OR FLEXIBLE JOINT. THE DECK SHALL HAVEEXPANSION AND CONSTRUCTION JOINTS LOCATED SO THERE IS NO TRANSFER OF HORIZONTAL OR VERTICAL FORCES TO THE POOL SHELL.POOL CONCRETETHE POOL CONCRETE (GUNITE) SHALL HAVE A MINIMUM BREAKING STRENGTH OF 3500 PSI IN 28 DAYS. THE CONCRETE (GUNITE) MIX DESIGN SHALLBE APPROVED BY THE ENGINEER OR ARCHITECT. THE CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI.-318.REINFORCING REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60 KSI. AND BE PLACED IN ACCORDANCE WITH ACI-"MANUALS OF STEEL STANDARDPRACTICE FOR DETAILING REINFORCING CONCRETE STRUCTURES". WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-82 AND A-185.REINFORCING LAP DISTANCE:SHELL AND FOUNDATION REINFORCING 40 BAR DIAMETERS; STEEL REINFORCING COVER: CAST IN PLACE CONCRETE: MINIMUM COVER CONCRETE AGAINST EARTH 3"CONCRETE EXPOSED TO WEATHER 2"PLUMBINGALL PIPING SHALL BE PVC SCHEDULE 40 NFS pw. ALL POOL PLUMBING SHALL BE ENCASED IN THE POOL SHELL OR STRAPPED, WITH NON-CORROSIVESTRAPPING MATERIAL, TO THE POOL SHELL, AT A MAXIMUM 4 FT. O.C.. PIPING SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE 2017 FLORIDABUILDING CODE SIXTH EDITION.ELECTRICALALL ELECTRICAL WORK AND GROUNDING OF POOL AND DECK MUST CONFORM TO THE 2014 NATIONAL ELECTRICAL CODE AND THE 2017 FLORIDA BUILDINGCODE SIXTH EDITION.GENERALALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES.THE CONTRACTOR SHALL FIELD VERIFY ALL SOILS TYPES, DIMENSIONS AND ELEVATIONS AND NOTIFY THE ARCHITECT AND THE CONTRACTOR SHALLFIELD VERIFY ALL SOILS TYPES, DIMENSIONS AND ELEVATIONS AND NOTIFY THE ARCHITECT AND ENGINEER OF ANY DEVIATIONS FROM THE ARCHITECTURAL OR ENGINEERING PLAN, OR CONFLICT WITH ON-SITE CONDITIONS.THIS OFFICE DOES NOT ACCEPT RESPONSIBILITY FOR INTERPRETATION OF THESE DRAWINGS BY OTHER PARTIES, UNLESS REQUESTED TO AND RESPONDED TO IN WRITING.THESE SWIMMING, SPA POOL AND STRUCTURAL PLANS SHOWN HEREWITHIN AND UNDER THE ENGINEER'S SEAL HAVE BEEN DESIGNED INACCORDANCE AND COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODE SIXTH EDITION.6"3"TYPICAL POOL SHELL 8"3500 PSI CONCRETE WITH#3 BARS 10" O.C.E.W.EQUIPOTENTIALLYBONDEDTYPICAL PEBBLE ORTILE FINISHPOOL SECTIONNTS#3 REINFORCING BARS AT10" O.C.E.W.EQUIPOTENTIALLY BONDEDCOMPACTEDSOIL(4) #3 BARS PERIMETERBEAM 3" O.C.8"4"COMPACTEDSOILPAVER TYPE COPING SECTIONSTEPSNOT TO SCALE11"TYPICAL 1'TYPICAL3'MIN.(OPTIONAL)BULL-NOSE TILE,CONTRASTINGCOLOR, SLIPRESISTANTTHE POOL/SPA STEPS MAY VARY FROM THE SHOWN SECTIONS, BUT MUSTCONFORM TO A MINIMUM 10" TREAD AND ALL RISERS EXCEPT THE BOTTOMRISER MUST BE A MAXIMUM 12". ALL INTERMEDIATE TREADS AND RISERSMUST BE UNIFORM. ALL TREADS MUST BE SLIP RESISTANT#3 REINFORCINGBARS AT 10" 0.C.E.W.EQUIPOTENTIALLYBONDEDWATER LINESKIMMER SECTIONNTS3" TO 5"SKIMMER WITHSECURED LID8"POOL2 #3 REBARSAROUND SKIMMER,EQUIPOTENTIALLYBONDEDTYPICAL PEBBLE,FINISHSTRAINERBASKETWATERLINETO PUMP25 GPMCOMPACTED SOILPOOL REINFORCINGNOT SHOWN FOR CLARITYTYPICAL POOL SECTIONNTS1" RIGID NON-CONDUCTIVE CONDUIT WIRESIZE TO BE DETERMINED BY ELECTRICIANIN CONFORMANCE WITH 2014 NEC CODERECIRCULATIONRETURN FITTINGSKIMMEROVERFLOW FITTING TO COMPLYWITH ANSI/APSP/ICC 734" RIGID NON-CONDUCTIVE CONDUIT (3)#12 WIRE IN CONFORMANCE WITH 2014NEC CODEPOOL/SPAPUMP#8 CU GROUNDING WIRE CLAMPED TO ALLMETAL LADDERS, LIGHTS, POOL LOCATEDWITHIN 5' OF POOL AND SPAEQUIPOTENTIALLY BONDED. IF DOUBLEINSULATED PUMP USED GROUND WIRE TOBE PROVIDED TO PUMP LOCATION#8 CU WIRE CLAMPED TO CONTINUOUS POOL REINFORCING,MINIMUM 9 IN² CONDUCTIVE AREA IN CONTACT WITH POOL WATER,ALL POINT OF CONTACT OF METALLIC LADDERS, HANDRAILS,LIGHTS, ETC. WITHIN 5' OF POOL OR SPA AND EQUIPOTENTIALLYBONDEDWHEN APPLICABLE AMAIN DRAIN WILL BEINSTALLED AT LOWESTPOINT IN POOL.OVERFLOWCONNECTION SHALL BEAPPROVED BY THEADMINISTRATIVEAUTHORITY BEFOREINSTALLATIONTO WASTE(OPTIONAL)TIME CLOCK/PROGRAMABLEWITH ON/OFFSWITCH12 VOLTTRANSFORMERWATERPROOFSWITCH SINGLEPOLE ON/OFF/TIMERTO PUMPFROMPOOLALL ELECTRICAL WORK SHALL CONFORM WITH THE 2014NATIONAL ELECTRICAL CODE, AND THE 2017 FLORIDABUILDING CODE SIXTH EDITIONPOOL MAIN DRAINNTSPOOL MAIN DRAINPLUMBING SCHEMATICBRANCH PIPING SEE SCHEDULE3'MINIMUM 3'BETWEEN MAINDRAIN GRATESMAIN DRAIN LINESEE MAIN DRAIN PIPESIZEBRANCHPIPINGMANUFACTURED MAIN DRAIN GRATE WITH MATCHING SUMP MEETINGANSI/APSP/ICC 7BRANCH PIPINGSEE BRANCH PIPINGSIZING CHARTMAIN DRAIN LINE TO RECIRCULATION PUMPSEE MAIN DRAIN PIPE SIZENOT TO SCALEMINIMUM OF (2) MAIN DRAINS SIZED FORPUMP FLOW, MAIN DRAINS TO COMPLY WITHANSI/APSP 7 AND LOCATED A MINIMUM OF36" APART OR IN 2 DIFFERENT PLANES.#3 REINFORCING BARS 10"O.C.E.W., EQUIPOTENTIALLYBONDED8"COMPACTED SOILSUNDER ANDAROUND THE POOL112" RELIEF LINECAP AT DECKMINIMUM OF (2) MAIN DRAINSSIZED FOR PUMP FLOW, MAINDRAINS TO COMPLY WITHANSI/APSP 7 AND LOCATED AMINIMUM OF 36" APART OR IN2 DIFFERENT PLANES.PEBBLE OR TILEFINISHHYDROSTATIC RELIEFLINE WHERE REQUIREDDECK SLOPE TO SUITABLEDRAIN, BY OTHERSSEE MAIN DRAIN PIPING SCEDULE,MINIMUM 2 MAIN DRAINS PER PUMPAPPROVED HAIR& LINT STRAINERTO POOL5' MIN. TO SERVICE8"DECK ELECTRICALBONDING BY OTHERSVARIES TYPICAL3' DEEP #3 REINFORCING BARS @ 45°EACH SIDE OF MAIN DRAIN,EQUIPOTENTIALLY BONDEDSAND POINT DRAIN3/4" STONE BEDMAIN DRAIN GRATE SHALLMEET ANSI/APSP 16-2011NTS8"8"6"3"(4) #3 BARS 3" O.C.WATER LINE TILE18"- 24" FROM INSIDE WALL OF THE POOL, 4" - 6" BELOW BOTTOM OF PAVER(1) #8 BARE COPPER WIRE 18" TO 24"4" TO 6"TYPICAL POOL SHELL 8"3500 PSI CONCRETE WITH #3BARS REINFORCING, 10" O.C.E.W.EQUIPOTENTIALLY BONDEDTYPICAL PEBBLEOR TILE FINISHUNDERWATERLED 12V LIGHTMINIMUM 4"WATER DEPTH1'-6"WATERLINE TILE1'-4"7" 3 1 2"TOP PERIMETER BARS (4) #3BARS AT 3" O.C. CONTINUOUS,EQUIPOTENTIALLY BONDED#3 REINFORCING BARS AT12" 0.C.E.W.EQUIPOTENTIALLY BONDEDPOOL BENCH SECTIONNOT TO SCALE1'-3"NOT TO SCALE SUN SHELF SECTIONSEE REINFORCING SCHEDULE8"7"POOL PIPING PLANNOT TO SCALEPOOL - SPA-BUBBLER PUMPPENTAIR INTELLIFLO VSSWIMMING POOL 733 SQ. FT. 20,040POOL RECIRCULATION FLOW 56 GPM @ 1500 RPMMINIMUM 300 SF CARTRIDGE FILTERPOOL PIPING DESIGNED FOR 138 GPM @ 3110 RPM FACTORY SET MAXIMUMPOOL MAIN CHANNEL DRAINS AQUASTAR 20"; 7 YEAR LIFESKIMMER: PENTAIR SKIM CLEARSPA POOLSPA POOL 62 SQ. FT. 8179 GALLONSSPA PIPING DESIGNED FOR 138 GPM @ 3110 RPM FACTORY SET MAXIMUMSPA POOL CHANNEL DRAIN AQUASTAR 20"; 7 YEAR LIFEBUBBLER SET TO 40 GPMPIPE FLOW CALCULATION(2) BRANCH LINE 3” SUCTION 69 GPM = 3.0 FPS < 3.0 FPS MAXIMUM ALLOWEDMAIN DRAIN 3” SUCTION138 GPM = 6.0 FPS < 8.0 FPS MAXIMUM ALLOWEDRETURN LINES 3” PRESSURE 138GPM = 6.0 FPS < 10.0 FPS MAXIMUM ALLOWEDRETURN LINES 2” PRESSURE 69 GPM = 6.6 FPS < 10.0 FPS MAXIMUM ALLOWEDRETURN LINES 2” PRESSURE 59.1GPM = 5.65 FPS < 10.0 FPS MAXIMUM ALLOWEDRETURN LINES 2” PRESSURE 39.4GPM = 3.77 FPS < 10.0 FPS MAXIMUM ALLOWEDRETURN LINES 1 ½” PRESSURE19.7 GPM = 3.11 FPS < 10.0 FPS MAXIMUM ALLOWED2" SCHEDULE40 PVC SLEEVEMIN. 15"LED LIGHT1" CONDUITSHELLWATER LINE4"MIN.LED LIGHT NOT TO SCALEPENTAIR SWIMCLEARSKIMMER5' DEEP 3' DEEP 2 MAIN DRAINS SUN SHELFBENCHSTEPSSKIMMERSWIMMING POOL375 Sq. Ft.9,409 Gallons3" POOL MAIN DRAIN LINE 2" VACUUM LINE 3" POOL RETURN LINE 2" POOL SKIMMER LINE SPRINGLOADEDVACUUMFITTING2"1 12"1 12"1 12"1 12"1 12"1 12"POOL/SPARECIRCULATION,HEATER & SPATHERAPY PUMPFILTERCL¯ FEEDER2" POOL SKIMMER LINE3" POOL MAIN DRAIN LINE3" SPA MAIN DRAIN LINE2" SPA RECIRCULATION LINE2" WATER FEATURE RETURN LINEAIRBLOWERPROPOSED EQUIPMENT3" SPA THERAPY JETRETURN LINE3" POOL RECIRCULATION LINE2" WATER LEVEL SENSOR &OVERFLOW LINE2" OVERFLOW LINEWATER LEVELSENSOR(OPTIONAL)2" " VACUUM LINEFILL LINE (OPTIIONAL)2" SPA AIR LINE 2 12" WATER FEATURE SUCTION LINEEQUIPMENT PLANNOT TO SCALEAUTO VALVES NOT INDICATED, TO BE INSTALLEDBY POOL CONTRACTOR AS PER OWNERKUHLMAN ENGINEERING, INCEXPRESSLY RESERVES ITSCOPYRIGHT AND OTHER PROPERTYRIGHTS FOR THESE DRAWINGS ANDDESIGN(S). INCLUDING THEIRORIGINAL PURPOSE AND SITE.THESE DRAWINGS MAY NOT TO BEREPRODUCED, CHANGED, REUSEDOR COPIED WITHOUT WRITTENCONSENT OF KUHLMANENGINEERING, INC. ANYASSIGNMENT TO ANOTHER PARTYIS UNINTENDED AND PROHIBITED.KUHLMANENGINEERING,INC.PHONE (239) 254-8219FAX (239) 514-4905kuhlmanengineering@yahoo. comFLORIDA CA #00003388KECLIENT:PROJECT:REVISIONS:DATEMARKREMARKSSHEET:DATE ISSUED:CHECKED BY:JBKDESCRIPTION:This item has been digitally signedand sealed by James B. KuhlmanPE. on date noted in sealedsignature. Printed copies of thisdocument are not considered signedand sealed and signature must beverified on any electronic copiesEDGEWATER POOLS AND SPA SERVICES 1076 INDUSTRIAL BVLD., NAPLES, FLORIDA 34103 LICENSE # RP252555506RESIDENTIALPOOL PLANFORKORBANRESIDENCE2072 MILLS LANENAPLES,COLLIER COUNTYFLORIDA 3411220 - 5418FLORIDA REGISTRATION # 22388JAMES B. KUHLMAN PEDecember 12, 2020POOLPLAN2RESIDENTIAL POOL, SPA & SUN SHELF PIPING PLANS, LAYOUT, DETAIL, EQUIPMENT AND NOTES 3.B.dPacket Pg. 169Attachment: Attachment C - Permit PRBD20210100203 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) PROPOSEDEQUIPMENTEXISTINGRESIDENCE27'-3"5'15'12'-9"27'-1"25'68'PROPOSEDPOOLPROPOSEDPOOL DECK9'-10"RETENTION AREAABKUHLMAN ENGINEERING, INCEXPRESSLY RESERVES ITSCOPYRIGHT AND OTHER PROPERTYRIGHTS FOR THESE DRAWINGS ANDDESIGN(S). INCLUDING THEIRORIGINAL PURPOSE AND SITE.THESE DRAWINGS MAY NOT TO BEREPRODUCED, CHANGED, REUSEDOR COPIED WITHOUT WRITTENCONSENT OF KUHLMANENGINEERING, INC. ANYASSIGNMENT TO ANOTHER PARTYIS UNINTENDED AND PROHIBITED.PHONE (239) 254-8219FAX (239) 514-4905CLIENT:PROJECT:REVISIONS:DATESHEET:DATE ISSUED:CHECKED BY:JBKDESCRIPTION:20 - 5418December 12, 2020LEGAL DESCRIPTION:Lots 1-2, Block E, INOMAH, according to the plattfereof as recorded in Plat Book 2, Pg(s) 82 ot thePublic Records of COLLIER COUNTY, FLORIDATYPE 2 STORM WATER PLANLOT AREA:14393 SQ. FT.IMPERVIOUS AREA:6230 SQ. FT.BUILDING FOOTPRINT3042SQ. FT.DRIVE & PARKING2598SQ. FT.POOL & PATIO 375SQ. FT.WALKWAYS 215SQ. FT.TOTAL6230SQ. FT.PERCENTAGE:43.3%> 40%DIRECTION OF DRAINAGE FLOWCONTRACTOR RESPONSIBLE FOR ENSURING PROPER LOTFLOW MAINTAINED AS SHOWN211.5+6'2.#0 &4#+0#)'SCALE 1" - 20' - 0"THIS IS NOT A SURVEY211.2.#0SCALE 1/4" = 1' - 0"56'/9#..&'%-(170&#6+101'-4"3"10"3"(2) #5 BARSCONTINUOUSNOT TO SCALECOMPACTED FILL1'-2" 2' MAXIMUM #5 BAR IN CONCRETEFILLED CELL, 24" O.C.#4 BAR CONTINUOUS18"x 18" #3 BARS 24" O.C.4" CONCRETE SLAB WITH 6x6w1.4xW1.4 WIRE MESHSUPPORTED 3' O.C.ALTERNATE: FIBER MESHREINFORCEDPAVER DECKBY OTHERSCOMPACTED FILLCOMPACTED FILLSTRUCTURAL NOTES:SOILS 5' DEEP 3' DEEP 2 MAIN DRAINS SUN SHELFBENCHSTEPS3'25'3'3'15'5'14'7'4'7' 1'1'1'SKIMMER1'-6"PENTAIR SUPERFLO 1.5 VS97 GPM5 INLETSSWIMMING POOL375 Sq. Ft.9,409 GallonsSPRINGLOADEDVACUUMFITTINGTYPE II DRAINAGE PER 6.05.02SITE AREA 14393 x 40% ALLOWABLE IMPERVIOUS = 5757 SFEXISTING / PROPOSED IMPERVIOUS = 6230 SFALLOWABLE IMPERVIOUS 40% = 5757ADDITIONAL AREA OVER ALLOWED = 473 SF473 SF x 5.5"/12 = 217 CF REQUIRED RETENTION VOLUMEDETENTION PROVIDED 124'@ 2CU FT/FT @ 6" DEEP = 248 CF01-21-2101-21-21REVISED TO UP-DATED EDITIONS01-21-213.B.dPacket Pg. 170Attachment: Attachment C - Permit PRBD20210100203 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) POOL & SPA NOTES:THE FOLLOWING IS A SUMMATION OF THE SWIMMING POOL PORTION OF THE THE FLORIDA BUILDING CODE 7th EDITION (2020). THIS DOES NOT CONTAIN THE FULL CODEVERBIAGE AND ALL POOLS AND SPA POOLS SHALL CONFORM TO THE ENTIRE CODE.UNLESS OTHERWISE SPECIFIED IN THE FLORIDA BUILDING CODE 7th EDITION (2020). ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE PIPING SYSTEM OF THESWIMMING OR SPA POOL THAT ARE BUILT IN PLACE SHALL CONFORM TO THE THE FLORIDA BUILDING CODE 7th EDITION (2020)).COMPLIANCE: ALL MATERIALS, PIPING, VALVES, EQUIPMENT OR APPLIANCES ENTERING INTO THE CONSTRUCTION OF SWIMMING POOL, SPA OR PORTIONS THEREOF SHALLBE OF A TYPE COMPLYING WITH THIS CODE OR OF A TYPE RECOMMENDED AND APPROVED BY A NATIONALLY RECOGNIZED TESTING AGENCY OR CONFORMING TO OTHERRECOGNIZED STANDARDS ACCEPTABLE TO THE ADMINISTRATIVE AUTHORITY.ITEMS NOT COVERED: FOR ANY ITEMS NOT SPECIFICALLY COVERED IN THESE REQUIREMENTS, THE ADMINISTRATIVE AUTHORITY IS HEREBY AUTHORIZED TO REQUIRE THATALL EQUIPMENT, MATERIALS, METHODS OF CONSTRUCTION AND DESIGN FEATURES SHALL BE PROVEN TO FUNCTION ADEQUATELY, EFFECTIVELY AND WITHOUT EXCESSIVEMAINTENANCE AND OPERATIONAL DIFFICULTIES.APPLICANT RESPONSIBILITY: IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT TO PROVIDE SUCH DATA, TESTS OR OTHER ADEQUATE PROOF THAT THE DEVICE, MATERIALOR PRODUCT WILL SATISFACTORILY PERFORM THE FUNCTION FOR WHICH IT IS INTENDED, BEFORE SUCH ITEM SHALL BE APPROVED OR ACCEPTED FOR TESTS.APPROVAL AND AUTHORIZATION: THE PROVISIONS OF THIS CODE ARE NOT INTENDED TO PREVENT THE USE OF ANY ALTERNATE MATERIAL, METHOD OF CONSTRUCTION,APPLIANCE OR EQUIPMENT, PROVIDED ANY SUCH ALTERNATE HAS BEEN FIRST APPROVED AND ITS USE AUTHORIZED BY THE ADMINISTRATIVE AUTHORITY.REQUIRED TESTS: WHEN THERE IS INSUFFICIENT EVIDENCE TO SUBSTANTIATE CLAIMS FOR ALTERNATES, THE ADMINISTRATIVE AUTHORITY MAY REQUIRE TESTS, AS PROOFOF COMPLIANCE, TO BE MADE BY AN APPROVED AGENCY AT THE EXPENSE OF THE APPLICANT.CONFORMANCE STANDARD: DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OFANSI/NSP/ICC 11, ANSI/APSP/ICC 12,ANSI/APSP/ICC 13, ANSI/APSP/ICC 16 AND ANSI/APSP/ICC 2017.REQUIRED EQUIPMENT: EVERY SWIMMING POOL SHALL BE EQUIPPED COMPLETE WITH APPROVED MECHANICAL EQUIPMENT CONSISTING OF FILTER, PUMP, PIPING VALVESAND COMPONENT PARTS.WATER VELOCITY: POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT EXCEED 10 FEET PER SECOND (3048 MM/S) FOR PRESSURE PIPING AND 8 FEET PERSECOND (2438 MM/S) FOR SUCTION PIPING, EXCEPT THAT THE WATER VELOCITY SHALL NOT EXCEED 8 FEET PER SECOND (2438 MM/S) IN COPPER TUBING. MAIN SUCTIONOUTLET VELOCITY MUST COMPLY WITH ANSI/APSP/ICC 7. EXCEPTION: JET INLET FITTINGS SHALL NOT BE DEEMED SUBJECT TO THIS REQUIREMENT.PIPING TO HEATER: WATER FLOW THROUGH THE HEATER, ANY BYPASS PLUMBING INSTALLED, ANY BACK-SIPHONING PROTECTION, AND THE USE OF HEAT SINKS SHALL BEDONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.PIPING INSTALLATION: ALL PIPING MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION STANDARDS.ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF ANSI/APSA/ICC 7.STRAINER: POOL CIRCULATING PUMPS SHALL BE EQUIPPED ON THE INLET SIDE WITH AN APPROVED TYPE HAIR AND LINT STRAINER WHEN USED WITH A PRESSURE FILTER.INSTALLATION: PUMPS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.CAPACITY: PUMPS SHALL HAVE DESIGN CAPACITY AT THE FOLLOWING HEADS.1. PRESSURE DIATOMACEOUS EARTH-AT LEAST 60 FEET (18 288 MM).2. VACUUM D.E.-20-INCH (508 MM) VACUUM ON THE SUCTION SIDE AND 40 FEET (1219 MM) TOTAL HEAD.3. RAPID SAND-AT LEAST 45 FEET (13 716 MM).4. HIGH RATE SAND-AT LEAST 60 FEET (18 288 MM).MATERIALS: PUMP IMPELLERS, SHAFTS, WEAR RINGS AND OTHER WORKING PARTS SHALL BE OF CORROSION-RESISTANT MATERIALS.VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE FLORIDA BUILDING CODE 7th EDITION (2020). PLUMBING VALVES LOCATED UNDER CONCRETE SLABSSHALL BE SET IN A PIT HAVING A LEAST DIMENSION OF FIVE PIPE DIAMETERS WITH A MINIMUM OF AT LEAST 10 INCHES (254 MM) AND FITTED WITH A SUITABLE COVER. ALLVALVES SHALL BE LOCATED WHERE THEY WILL BE READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL.FULL-WAY (GATE) VALVES: FULL-WAY VALVES SHALL BE INSTALLED TO INSURE PROPER FUNCTIONING OF THE FILTRATION AND PIPING SYSTEM. WHEN THE PUMP ISLOCATED BELOW THE OVERFLOW RIM OF THE POOL, A VALVE SHALL BE INSTALLED ON THE DISCHARGE OUTLET AND THE SUCTION LINE.CHECK VALVES: WHERE CHECK VALVES ARE INSTALLED THEY SHALL BE OF THE SWING, SPRING OR VERTICAL CHECK PATTERNS.ALL VALVES SHALL BE INSTALLED PER MANUFACTURER,S INSTALLATION INSTRUCTIONSWATER SUPPLY: UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED, ANY WATER SUPPLY WHICH IN THE JUDGMENT OF THE ADMINISTRATIVE AUTHORITY MAYBE USED TO FILL THE POOL, SHALL BE EQUIPPED WITH BACK FLOW PROTECTION. NO OVER THE RIM FILL SPOUT SHALL BE ACCEPTED UNLESS LOCATED UNDER A DIVINGBOARD, OR PROPERLY GUARDED.CONNECTION LIMITATIONS: DIRECT OR INDIRECT CONNECTIONS SHALL NOT BE MADE BETWEEN ANY STORM DRAIN, SEWER, DRAINAGE SYSTEM, SEEPAGE PITUNDERGROUND LEACHING PIT, OR SUBSOIL DRAINAGE LINE, AND ANY LINE CONNECTED TO A SWIMMING POOL/ SPA POOL UNLESS APPROVED BY THE ADMINISTRATIVEAUTHORITY.DISPOSAL THROUGH PUBLIC SEWER: WHEN THE WASTE WATER FROM A SWIMMING POOL IS TO BE DISPOSED OF THROUGH A PUBLIC SEWER, A 3-INCH (76 MM) P-TRAPSHALL BE INSTALLED ON THE LOWER TERMINUS OF THE BUILDING DRAIN AND THE TALL PIECE FROM THE TRAP SHALL EXTEND A MINIMUM OF 3 INCHES (76 MM) ABOVEFINISHED GRADE AND BELOW FINISHED FLOOR GRADE. THIS TRAP NEED NOT BE VENTED. THE CONNECTION BETWEEN THE FILTER WASTE DISCHARGE PIPING AND THEP-TRAP SHALL BE MADE BY MEANS OF AN INDIRECT CONNECTION.DEVIATIONS: PLANS AND SPECIFICATIONS FOR ANY DEVIATION FROM THE ABOVE MANNER OF INSTALLATION SHALL FIRST BE APPROVED BY THE ADMINISTRATIVEAUTHORITY BEFORE ANY PORTION OF ANY SUCH SYSTEM IS INSTALLED. WHEN WASTE WATER DISPOSAL IS TO SEEPAGE PIT INSTALLATION, IT SHALL BE INSTALLED INACCORDANCE WITH THE APPROVAL GRANTED BY THE ADMINISTRATIVE AUTHORITY.CONNECTION LIMITATIONS: DIRECT OR INDIRECT CONNECTIONS SHALL NOT BE MADE BETWEEN ANY STORM DRAIN, SEWER, DRAINAGE SYSTEM, SEEPAGE PITUNDERGROUND LEACHING PIT, OR SUBSOIL DRAINAGE LINE, AND ANY LINE CONNECTED TO A SWIMMING POOL UNLESS APPROVED BY THE ADMINISTRATIVE AUTHORITY.SEPARATION TANK: A SEPARATION TANK OF AN APPROVED TYPE MAY BE USED IN LIEU OF THE AFOREMENTIONED MEANS OF WASTE WATER DISPOSAL WHEN CONNECTEDAS A RECLAMATION SYSTEM.PRESSURE TESTING: ALL POOL PIPING SHALL BE TESTED AND PROVED TIGHT TO THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC WATER OR AIRPRESSURE OF NOT LESS THAN 35 PSI (241 PA) FOR 15 MINUTES. EXCEPTION: CIRCULATION PUMPS NEED NOT BE TESTEDDRAIN AND WASTE PIPING: ALL DRAIN AND WASTE PIPING SHALL BE TESTED BY FILLING WITH WATER TO THE POINT OF OVERFLOW AND ALL JOINTS SHALL BE TIGHT.SLOPE TO DISCHARGE: DRAIN PIPING SERVING GRAVITY OVERFLOW GUTTER DRAINS AND DECK DRAINS SHALL BE INSTALLED TO PROVIDE CONTINUOUS GRADE TO POINT OFDISCHARGE.SWIMMING POOL/ SPA POOL WATER HEATING EQUIPMENT SHALL CONFORM TO THE DESIGN, CONSTRUCTION AND INSTALLATION REQUIREMENTS IN ACCORDANCE WITHACCEPTED ENGINEERING PRACTICES AND SHALL BEAR THE LABEL OF A RECOGNIZED TESTING AGENCY, AND SHALL INCLUDE A CONSIDERATION OF COMBUSTION AIR,VENTING AND GAS SUPPLY REQUIREMENTS FOR WATER HEATERS. IF A HEATER IS NOT EQUIPPED OR DESIGNED FOR AN APPROVED PERMANENT BYPASS OR ANTISIPHONDEVICE, AN APPROVED PERMANENT BYPASS OR ANTI-SIPHON DEVICE SHALL BE INSTALLED TO PROVIDE A POSITIVE MEANS OF RETAINING WATER IN THE HEATER WHEN THEPUMP IS NOT IN OPERATION. IF THE HEATER IS INSTALLED IN A PIT, THE PIT SHALL BE PROVIDED WITH APPROVED DRAINAGE. ALL HEATER EQUIPMENT SHALL BE INSTALLEDWITH FLANGES OR UNION CONNECTIONS ADJACENT TO HEATER.THE ENERGY REQUIREMENTS FOR RESIDENTIAL POOL HEATERS AND IN-GROUND SPAS SHALL BE AS SPECIFIED IN THE FLORIDA BUILDING CODE 7th EDITION (2020).ALL HEATERS SHALL BE EQUIPPED WITH A READILY ACCESSIBLE ON-OFF SWITCH THAT IS MOUNTED OUTSIDE THE HEATER TO ALLOW SHUTTING OFF THE HEATER WITHOUTADJUSTING THE THERMOSTAT SETTING.SOLAR POOL HEATERS SHALL CONFORM TO THE FLORIDA BUILDING CODE 7th EDITION (2020) & 7th EDITION 2020 FLORIDA BUILDING CODE ENERGY CONSERVATION.GAS & OIL FIRED POOL & SPA HEATERS SHALL HAVE A MINIMAL THERMAL EFFICIENCY GREATER THAN 82% FOR HEATERS MANUFACTURED AFTER 5-16-2013 AS TESTED INACCORDANCE WITH ANSI Z 21.56 AND MEET ASHRAE 146. POOL HEATERS FIRED BY NATURAL GAS OR LPG SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS.ALL POOL HEATERS SHALL BE EQUIPPED WITH AN ON-OFF SWITCH MOUNTED FOR EASY ACCESS. COVERS ARE REQUIRED FOR ALL HEATED POOLS AND SPA POOLS.TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING/SPA POOL HEATERS AND PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ONACCORDING TO A PRESET SCHEDULE. EXCEPTION: WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR AND HEAT RECOVERY POOL/SPA HEATING SYSTEMS.HEATED SWIMMING POOLS AND SPA POOLS SHALL BE EQUIPPED WITH A VAPOR RETARDANT COVER ON OR AT THE WATER SURFACE OR A LIQUID COVER OR OTHER MEANSPROVEN TO REDUCE HEAT LOSS. EXCEPTION: POOLS DERIVING 70% OF HEAT FROM SOLAR OR SITE RECOVERED ENERGY.GAS PIPING. GAS PIPING SHALL COMPLY WITH THE THE 7th EDITION FLORIDA BUILDING CODE (2020) & FUEL GAS, 7th EDITION 2020.ELECTRICAL: ELECTRICAL EQUIPMENT AND INSTALLATION, INCLUDING BONDING AND GROUNDING OF POOL/SPA COMPONENTS, SHALL COMPLY WITH CHAPTER 27 OF THE2020 FLORIDA BUILDING CODE 7th EDITION. OUTLETS SUPPLYING POOL/SPA PUMPS MOTORS OR OTHER ELECTRICAL EQUIPMENT AND UNDERWATER LUMINAIRES THATOPERATE AT A VOLTAGE GREATER THAN LOW VOLTAGE, WHETHER BY RECEPTACLE OR DIRECT CONNECTION, SHALL BE PROVIDED WITH A GROUND FAULT CIRCUITINTERRUPTER PROTECTION.EQUIPMENT FOUNDATIONS AND ENCLOSURES: ALL POOL MOTORS AND EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.ALL HEATING AND ELECTRICAL EQUIPMENT, UNLESS APPROVED FOR OUTDOOR INSTALLATION, SHALL BE ADEQUATELY PROTECTED AGAINST THE WEATHER OR INSTALLEDWITHIN A BUILDING.POOL PUMP MOTORS SHALL NOT BE SPLIT PHASE, SHADED POLE OR CAPACITOR START INDUCTION RUN TYPE.POOL PUMPS AND PUMP MOTORS WITH A TOTAL HORSEPOWER GREATER THAN OR EQUAL TO 1 HP SHALL HAVE A CAPABILITY OF OPERATION AT TWO OR MORE SPEEDS, THELOW SPEED SHALL HAVE A ROTATION RATE OF NO MORE THAN 12 OF THE MOTOR'S ROTATION RATE.POOL PUMP MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATION THE POOL PUMP AT A MINIMUM IF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED SHALL BETHE RESIDENTIAL FILTRATION SPEED, WITH THE HIGHER SPEED OVERRIDE CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR 24 HOURSWHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATER SYSTEM SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE SOLAR HEAT GAIN.ACCESSIBILITY AND CLEARANCES: EQUIPMENT SHALL BE SO INSTALLED AS TO PROVIDE READY ACCESSIBILITY FOR CLEANING, OPERATING, MAINTENANCE AND SERVICING.LADDERS AND STEPS: ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE WATER DEPTH EXCEEDS 24INCHES (610 MM). IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 FEET (1524 MM) THERE SHALL BE LADDERS, STAIRS OR UNDERWATER BENCHES/ SWIMOUTS IN THEDEEP END. WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE USED, BENCHES OR SWIM-OUTS SHALL BE RECESSED OR LOCATED IN A CORNER. EXCEPTION: IN PRIVATEPOOLS HAVING MORE THAN ONE SHALLOW END, ONLY ONE SET OF STEPS ARE REQUIRED. A BENCH, SWIMOUT OR LADDER MAY BE USED AT ALL ADDITIONAL SHALLOWENDS IN LIEU OF AN ADDITIONAL SET OF STEPS.FILTERS: COMPONENTS SHALL HAVE SUFFICIENT CAPACITY TO PROVIDE A COMPLETE TURNOVER OF POOL WATER IN 12 HOURS OR LESS.EVERY FILTER SHALL BE PROVIDED WITH WRITTEN OPERATING INSTRUCTIONS.SAND FILTERS: APPROVED TYPES:RAPID SAND FILTERS [FLOW UP TO 5 GPM PER SQUARE FOOT (.3L/S)] SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPROVED STANDARDS.HIGH RATE SAND FILTERS [FLOW IN EXCESS OF 5 GPM PER SQUARE FOOT (.3 L/S)] ARE USED, THEY SHALL BE OF AN APPROVED TYPE. THE CIRCULATION SYSTEM AND BACKWASH PIPING SHALL BE ADEQUATE FOR PROPER BACKWASHING OF SAID FILTER AND SHALL PROVIDE BACKWASH FLOW RATES OF AT LEAST 12 GPM PER SQUARE FOOT (.8 L/S)RAPID SAND FILTERS OR 15 GPM PER SQUARE FOOT (.9 L/S) FOR HIGH RATE SAND FILTERS.FILTER SYSTEM EQUIPMENT: ON PRESSURE-TYPE FILTERS, A MEANS SHALL BE PROVIDED TO PERMIT THE RELEASE OF INTERNAL PRESSURE. A FILTER INCORPORATING ANAUTOMATIC INTERNAL AIR RELEASE AS ITS PRINCIPAL MEANS OF AIR RELEASE SHALL HAVE LIDS WHICH PROVIDE A SLOW AND SAFE RELEASE OF PRESSURE AS PART OFITS DESIGN. A SEPARATION TANK USED IN CONJUNCTION WITH A FILTER TANK SHALL HAVE AS PART OF ITS DESIGN A MANUAL MEANS OF AIR RELEASE OR A LID WHICHPROVIDES A SLOW AND SAFE RELEASE OF PRESSURE AS IT IS OPENED.DIATOMITE-TYPE FILTERS: DE FILTERS SHALL BE DESIGNED FOR OPERATION UNDER EITHER PRESSURE OR VACUUM. THE DESIGN CAPACITY FOR BOTH PRESSURE ANDVACUUM FILTERS SHALL NOT EXCEED 2 GPM PER SQUARE FOOT (.13 L/S) OF EFFECTIVE FILTER AREA.FILTER AID: PROVISION SHALL BE MADE TO INTRODUCE FILTER AID INTO THE FILTER IN SUCH A WAY AS TO EVENLY PRE-COAT THE FILTER SEPTUM.POOL FITTINGS: APPROVED TYPE: POOL FITTINGS SHALL BE OF AN APPROVED TYPE AND DESIGN AS TO BE APPROPRIATE FOR THE SPECIFIC APPLICATION.SKIMMERS: APPROVED SURFACE SKIMMERS ARE REQUIRED AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.=5377/<==2+66,/38=>+66/.98>2/,+=3=9098/:/<"=;?+</0//>!7k90=?<0+-/+</+9<0<+->398>2/</90+8.=2+66,/./=318/.09<+069ARATE OF AT LEAST 25 GPM (94 L/m) PER SKIMMER.MAIN OUTLET: WHEN AN APPROVED MAIN OUTLET IS USED IT SHALL BE LOCATED ON A WALL OR FLOOR AT OR NEAR THE DEEPEST POINT IN THE POOL FOR EMPTYING ORCIRCULATION, OR BOTH, OF THE WATER IN THE POOL.HYDROSTATIC RELIEF DEVICE: IN AREAS OF ANTICIPATED WATER TABLE AN APPROVED HYDROSTATIC RELIEF DEVICE SHALL BE INSTALLED.INLET FITTINGS: APPROVED MANUFACTURED INLET FITTINGS FOR THE RETURN OF RECIRCULATED POOL WATER SHALL BE PROVIDED ON THE BASIS OF AT LEAST ONE PER=;?+</0//>"7k90=?<0+-/+</+=?-2386/>03>>381==2+66,/./=318/.+8.-98=><?->/.>938=?</+8+./;?+>/=/+6>9>2/:996=><?->?</AND SHALL INCORPORATE A CONVENIENT MEANS OF SEALING FOR PRESSURE TESTING OF THE POOL CIRCULATION PIPING. WHERE MORE THAN ONE INLET IS REQUIRED,THE SHORTEST DISTANCE BETWEEN ANY TWO REQUIRED INLETS SHALL BE AT LEAST 10 FEET (3048 MM).EQUIPMENT FOUNDATIONS AND ENCLOSURES: ALL POOL MOTORS AND EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.ALL HEATING AND ELECTRICAL EQUIPMENT, UNLESS APPROVED FOR OUTDOOR INSTALLATION, SHALL BE ADEQUATELY PROTECTED AGAINST THE WEATHER OR INSTALLEDWITHIN A BUILDING.ACCESSIBILITY AND CLEARANCES: EQUIPMENT SHALL BE SO INSTALLED AS TO PROVIDE READY ACCESSIBILITY FOR CLEANING, OPERATING, MAINTENANCE AND SERVICING.FINAL INSPECTIONS, FINAL ELECTRICAL, AND BARRIER CODE, INSPECTION SHALL BE COMPLETED PRIOR TO FILLING THE POOL WITH WATER.OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH THE 2020 FLORIDA BUILDING CODE 7th EDITION. EXCEPTION: A SWIMMING POOL WITH ANAPPROVED SAFETY POOL COVER COMPLYING WITH ASTM F 1346.ELECTRICAL WIRING AND EQUIPMENT SHALL COMPLY WITH THE 2017 NATIONAL ELECTRICAL CODE. ALL GROUNDING OF THE DECK & PUMPS SHALL COMPLY WITH THE 2017NEC ELECTRICAL CODE AND MUST BE IN COMPLIANCE WITH THE 2017 NEC 680.26 & 2020 FLORIDA BUILDING CODE RESIDENTIAL 7th EDITION.GFCI PROTECTION OF POOL EQUIPMENT MUST COMPLY WITH 680 OF THE 2017 NEC.THE POOL CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING SITE SPECIFIC POOL/SPA LAYOUT, FITTINGS CONFIGURATION, SITE & EQUIPMENT LAYOUT, AND POOL PUMP,PIPING ELECTRICAL AND BARRIER COMPLIANCE.THE CONTRACTOR SHALL CONSTRUCT THE SWIMMING & SPA POOL IN COMPLIANCE WITHTHE 2020 FLORIDA BUILDING CODE 7th EDITION AND ALL APPLICABLE FEDERAL,STATE AND LOCAL CODES.STRUCTURAL NOTES:SOILS 6"3"211.5'%6+10NTS8"4"56'25NOT TO SCALE11"TYPICAL 1'TYPICAL3'MIN.5-+//'45'%6+10NTS3" TO 5"POOL REINFORCINGNOT SHOWN FOR CLARITY6;2+%#.211.5'%6+10NTS211./#+0&4#+0NTS211./#+0&4#+02.7/$+0)5%*'/#6+%3'MINIMUM 3'BETWEEN MAINDRAIN GRATESNOT TO SCALE8" 8"NTS8"8"6"3"(4) #3 BARS 3" O.C.WATER LINE TILE18"- 24" FROM INSIDE WALL OF THE POOL, 4" - 6" BELOW BOTTOM OF PAVER(1) #8 BARE COPPER WIRE 18" TO 24"4" TO 6"TYPICAL POOL SHELL 8"3500 PSI CONCRETE WITH #3BARS REINFORCING, 10" O.C.E.W.EQUIPOTENTIALLY BONDEDTYPICAL PEBBLEOR TILE FINISHUNDERWATERLED 12V LIGHTMINIMUM 4"WATER DEPTH1'-6"WATERLINE TILE1'-4"7"3 1 2"TOP PERIMETER BARS (4) #3BARS AT 3" O.C. CONTINUOUS,211.$'0%*5'%6+10NOT TO SCALE1'-3"NOT TO SCALE SUN SHELF SECTIONSEE REINFORCING SCHEDULE8"7"211.2+2+0)2.#0NOT TO SCALEPOOL - SPA-BUBBLER PUMPPENTAIR INTELLIFLO VSSWIMMING POOL 733 SQ. FT. 20,040POOL RECIRCULATION FLOW 56 GPM @ 1500 RPMMINIMUM 300 SF CARTRIDGE FILTERPOOL MAIN CHANNEL DRAINS AQUASTAR 20"; 7 YEAR LIFESKIMMER: PENTAIR SKIM CLEARSPA POOLSPA POOL 62 SQ. FT. 8179 GALLONSSPA POOL CHANNEL DRAIN AQUASTAR 20"; 7 YEAR LIFEBUBBLER SET TO 40 GPMPIPE FLOW CALCULATION(2) BRANCH LINE ´68&7,2169 GPM = 3.0 FPS < 3.0 FPS MAXIMUM ALLOWEDMAIN DRAIN ´68&7,21138 GPM = 6.0 FPS < 8.0 FPS MAXIMUM ALLOWEDRETURN LINES ´35(6685(138GPM = 6.0 FPS < 10.0 FPS MAXIMUM ALLOWEDRETURN LINES ´35(6685(69 GPM = 6.6 FPS < 10.0 FPS MAXIMUM ALLOWEDRETURN LINES ´35(6685(59.1GPM = 5.65 FPS < 10.0 FPS MAXIMUM ALLOWEDRETURN LINES ´35(6685(39.4GPM = 3.77 FPS < 10.0 FPS MAXIMUM ALLOWEDRETURN LINES ò´35(6685(19.7 GPM = 3.11 FPS < 10.0 FPS MAXIMUM ALLOWED2" SCHEDULE40 PVC SLEEVEMIN. 15"LED LIGHT1" CONDUITSHELLWATER LINE4"MIN..'&.+)*6NOT TO SCALEPENTAIR SWIMCLEARSKIMMER5' DEEP 3' DEEP 2 MAIN DRAINS SUN SHELFBENCHSTEPSSKIMMERSWIMMING POOL375 Sq. Ft.9,409 Gallons3" POOL MAIN DRAIN LINE 2" VACUUM LINE 3" POOL RETURN LINE 2" POOL SKIMMER LINE SPRINGLOADEDVACUUMFITTING2"1 12"1 12"1 12"1 12"1 12"1 12"POOL/SPARECIRCULATION,HEATER & SPATHERAPY PUMPFILTERCLÚ FEEDER2" POOL SKIMMER LINE3" POOL MAIN DRAIN LINE3" SPA MAIN DRAIN LINE2" SPA RECIRCULATION LINE2" WATER FEATURE RETURN LINEAIRBLOWER3" SPA THERAPY JETRETURN LINE3" POOL RECIRCULATION LINE2" WATER LEVEL SENSOR &OVERFLOW LINE2" OVERFLOW LINEWATER LEVELSENSOR(OPTIONAL)2" " VACUUM LINEFILL LINE (OPTIIONAL)2" SPA AIR LINE 2 12" WATER FEATURE SUCTION LINE'37+2/'062.#0NOT TO SCALEAUTO VALVES NOT INDICATED, TO BE INSTALLEDBY POOL CONTRACTOR AS PER OWNERKUHLMAN ENGINEERING, INCEXPRESSLY RESERVES ITSCOPYRIGHT AND OTHER PROPERTYRIGHTS FOR THESE DRAWINGS ANDDESIGN(S). INCLUDING THEIRORIGINAL PURPOSE AND SITE.THESE DRAWINGS MAY NOT TO BEREPRODUCED, CHANGED, REUSEDOR COPIED WITHOUT WRITTENCONSENT OF KUHLMANENGINEERING, INC. ANYASSIGNMENT TO ANOTHER PARTYIS UNINTENDED AND PROHIBITED.PHONE (239) 254-8219FAX (239) 514-4905CLIENT:PROJECT:REVISIONS:DATESHEET:DATE ISSUED:CHECKED BY:JBKDESCRIPTION:20 - 5418December 12, 202001-21-2101-21-21REVISED TO UP-DATED EDITIONS01-21-2101-21-2101-21-2101-21-2101-21-2101-21-2101-21-2101-21-2101-21-2101-21-213.B.dPacket Pg. 171Attachment: Attachment C - Permit PRBD20210100203 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 172 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 173 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 174 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 175 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 176 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 177 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 178 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 179 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 180 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 181 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 182 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 183 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 184 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 185 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 186 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 187 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 188 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 189 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.ePacket Pg. 190Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban 3.B.e Packet Pg. 191 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 192 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.ePacket Pg. 193Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban 3.B.e Packet Pg. 194 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.ePacket Pg. 195Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban 3.B.ePacket Pg. 196Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban 3.B.e Packet Pg. 197 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 198 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.e Packet Pg. 199 Attachment: Attachment D - Backup PL20210001262 (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool) 3.B.f Packet Pg. 200 Attachment: Attachment E - HEX Hybrid Meeting Waiver (21435 : PL20210001262 VA 2072 Mills Ln Korban Pool)