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HEX Final Decision #2026-19HEX NO. 2026-19 HEARING EXAMINER DECISION DATE OF HEARING. March 13, 2026 PETITION. PETITION NO. BD-PL20240001414 - 259 3rd ST- Request for a 24-foot boat dock extension from the maximum permitted protrusion of 20 feet allowed by Section 5.03.06.E.1 of the Collier County Land Development Code (LDC) for waterways greater than 100 feet in width, to allow a boat docking facility protruding a total of 44 feet into a waterway that is 200± feet wide, for a proposed dock facility within a Residential Single-Family-4 (RSF-4) zoning district. The subject property is located at 259 3rd Street, also known as Lots 24 and 25, Block C, Unit No. 1 Little Hickory Shores, in Section 5, Township 48 South, Range 25 East, Collier County, Florida. GENERAL PURPOSE FOR THE PETITION. The petitioner requests a 24-foot boat dock extension from the maximum permitted protrusion of 20 feet to allow a boat docking facility protruding a total of 44 feet into a waterway that is 200 feet wide. STAFF RECOMMENDATION. Approval with conditions. FINDINGS. 1. The Hearing Examiner has jurisdiction over this Petitioner pursuant to Sec. 2-87(4) of the Collier County Code of Ordinances, Sec. 8.10.00 of the Land Development Code, and Chapter 9 of the County Administrative Code. 2. The public hearing for this Petition was properly noticed and conducted in accordance with all County and state requirements. 3. The public hearing was conducted electronically and in -person in accordance with Emergency/Executive Order 2020-04. 4. The public hearing was conducted in the following manner: the County Staff presented the Petition followed by the Petitioner and/or Petitioner's representative, public comment and then rebuttal by the Petitioner and/or Petitioner's representative. There were no public comments at the public hearing. 5. The hearing examiner disclosed having reviewed the record for the Petition, and having had no ex parte communications. Page 1 of 6 6. 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.I Primary Criteria: 1. Whether the number of dock facilities and/or boat slips proposed is appropriate in relation to the waterfront length, location, upland land use and zoning of the subject property. Consideration should be made of property on unbridged barrier islands, where vessels are the primary means of transportation to and from the property. (The number should be appropriate; typical single-family use should be no more than two slips; typical multi -family use should be one slip per dwelling unit; in the case of unbridged barrier island docks, additional slips may be appropriate.) The record evidence and testimony from the public hearing reflects that this criterion is met. The subject property is improved with a single-family residence located within a residential single-family-4 (RSF-4) zoning district; therefore, the proposed two slips are deemed an appropriate quantity. 2. Whether the water depth at the proposed site is so shallow that a vessel of the general length, type, and draft as that described in the petitioner's application is unable to launch or moor at mean low tide (MLT). (The petitioner's application and survey should establish that the water depth is too shallow to allow launching and mooring of the vessel(s) described without an extension.) The record evidence and testimony from the public hearing reflects that this criterion is met. The applicant's agent stated: "The water depth along the seawall is too shallow for the owners' boats. The proposed boats require a minimum draft of between .5 to 3.5 ft. Additionally, the boat lift cradle requires an additional 2.8 ft of clearance below the boat, resulting in a total depth requirement of 5.3 to 6.4 ft. The larger of the two, the Aquila 36 boat, has a hull draft of at least 2.5 feet with the engines raised and 3.5 feet with engines down. The allowance for the boat lift cradle is 2.8 feet. Installing a dock parallel to the shore within Collier County's limits would place the lift in 3 or 4 feet of water at low tide, making engine operation impossible. Additionally, the boats and parallel docks would exceed the dock's limitations. Thus, the proposed perpendicular dock design ensures safe access and allows the boat's engines to operate efficiently. " Staff concurred. 3. Whether the proposed dock facility may have an adverse impact on navigation within an adjacent marked or charted navigable channel. (The facility should not intrude into any marked or charted navigable channel thus impeding vessel traffic in the channel.) 'The Hearing Examiner's findings are italicized. Page 2 of 6 The record evidence and testimony from the public hearing reflects that this criterion is met. The applicant's agent stated: "The waterway at the proposed dock has no navigable marked channels. The distance from the wet face of the property's seawall to the opposite shore is between 200 and 300 feet, well below the 25% guideline. Therefore, it will not adversely impact navigation within the channel. " Staff concurred. 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.) The record evidence and testimony from the public hearing reflects that this criterion is met. The applicant's agent stated: "Based on the aerial map, the waterway measures from 200 feet to 300 feet at the proposed site of the dock. The dock, boats, outboard motors, and related accoutrements would extend 44 feet into the waterway. The most restrictively measured 200 foot protrusion is less than the 25% guideline. Therefore, the current navigability is preserved. The opposite shoreline is a designated reserve without any dock protrusions. In addition, the dock facility is located toward the east end of the property where the waterway is widest. " Zoning staff noted that the narrowest distance between the two shorelines is 200 feet; the proposed dock facility will protrude 44 feet into said waterway, or 22%. As no docks are anticipated on the opposite shore, 78% of the waterway will be preserved for navigation. 5. Whether the proposed location and design of the dock facility is such that the facility would not interfere with the use of neighboring docks. (The facility should not interfere with the use of legally permitted neighboring docks.) The record evidence and testimony from the public hearing reflects that this criterion is met. The submitted plans reveal no impediments with neighboring dock facilities. Secondary Criteria: 1. Whether there are special conditions not involving water depth, related to the subject property or waterway, that justify the proposed dimensions and location of the proposed dock facility. (There must be at least one special condition related to the property; these may include type of shoreline reinforcement, shoreline configuration, mangrove growth, or seagrass beds.) The record evidence and testimony from the public hearing reflects that this criterion is met. The applicant's agent stated: "The dock has been placed at the proposed location primarily so that the dock would not protrude into the narrow area where the Wiggins Pass Estuary descends into the Little Hickory Bay. At its current location, the dock allows the boat to back out and enter the waterway without interfering with the mangroves and other natural growth in the estuary. Please refer to pages 2 and 3 of the site plan for waterway measurements at critical points. Further, the proposed configuration would not interfere with mangrove growth or seagrass beds. " Staff concurred. Page 3 of 6 2. Whether the proposed dock facility would allow reasonable, safe access to the vessel for loading/unloading and routine maintenance, without the use of excessive deck area not directly related to these functions. (The facility should not use excessive deck area.) The record evidence and testimony from the public hearing reflects that this criterion is met. The applicant's agent stated.• "The dock will provide safe access to boats. The deck by the seawall will be 4 feet wide, with dock fingers 3 feet wide. The longer fingers will be 38 feet long and 3 feet wide, while the smaller finger will be 27 feet long by 3 feet wide. These dimensions are not excessive but rather typical for the dock's intended use. " Staff concurred. 3. For single-family dock facilities, whether the length of the vessel or vessels in combination described by the petitioner exceeds 50 percent of the subject property's linear waterfront footage. (The applicable maximum percentage should be maintained.) The record evidence and testimony from the public hearing reflects that this criterion is met. The subject location enjoys 186.4 feet of waterfrontage. Two vessels are proposed: one of 36 feet and the other of 27 feet, for a total of 63 feet, which accounts for 33.8% of the waterfront area. 4. Whether the proposed facility would have a major impact on the waterfront view of neighboring property owners. (The facility should not have a major impact on the view of a neighboring property owner.) The record evidence and testimony from the public hearing reflects that this criterion is met. The applicant's agent stated: "The new dock will not have a major impact on the waterfront view of the neighboring property owners. To the north of the site is an uninhabited estuary, to the south is the owner's private residence, followed by a road and another waterway. To the east is a residential home whose view will not be affected by the dock, to the west is a boat dock lot followed by residences well beyond the view of the subject dock. " Staff concurred. 5. Whether seagrass beds will be impacted by the proposed dock facility. (If seagrass beds are present, compliance with subsection 5.03.06.J of the LDC must be demonstrated.) The record evidence and testimony from the public hearing reflects that this criterion is met. The submerged resources survey provided indicated that no seagrass beds exist within the footprint of the dock. The proposed dock facility will not affect any seagrass beds. 6. Whether the proposed dock facility is subject to the manatee protection requirements of subsection 5.03.06(E)(11) of this Code. (If applicable, compliance with section 5.03.06(E)(11) must be demonstrated. Page 4 of 6 The record evidence and testimony from the public hearing reflects that this criterion is not applicable. The provisions of the Collier County Manatee Protection Plan do not apply to individual docks behind individual residences. ENVIRONMENTAL EVALUATION. The record evidence and testimony from the public hearing reflects that Environmental Planning Staff reviewed this petition and had no objection to the granting of this request. The property is located adjacent to Little Hickory Bay, a natural water body. The proposed docking facilities will be constructed seaward of the sea walled shoreline; there will be no impacts to native vegetation. A survey provided by the applicant found no submerged resources within 200 feet of the proposed docking facility (Submerged Resource Survey exhibit sheet 9 of 9). This project does not require an Environmental Advisory Council (EAC) review because it does not fall within the EA Cs scope of land development project reviews as identified in Chapter 2, Article V171, Division 23, Section 2-1193 of the Collier County Code of Laws and Ordinances. ANALYSIS. The Hearing Examiner concludes that there is enough competent, substantial evidence based on the review of the record that includes the Petition, application, exhibits, the County's staff report, and comments and testimony from the Petitioner and/or their representative(s), County staff and anyone from the public, to approve the Petition for the boat dock. The boat dock petition meets five of the five primary criteria and five of the six secondary criteria with one criterion being not applicable. The criteria are set forth in Section 5.03.06.H of the Land Development Code. DECISION. The Hearing Examiner hereby APPROVES Petition Number BD-PL20240001414, filed by Birgitt Dagge for Overall Marine Services, representing the owner/applicant Charles Joseph Long, Jr. and Cynthia Lou Long, with respect to the property described as 259 3rd Street, is comprised of two platted lots that have been combined for development purposes. Said property is further described as Lots 24 and 25, Block C, Unit No. 1 Little Hickory Shores, according to the plat thereof as recorded in Plat Book 3, Page 6, Public Records of Collier County, Florida, in Section 5, Township 48 South, Range 25 East, Collier County, Florida., for the following: • To allow a 24-foot boat dock extension from the maximum permitted protrusion of 20 feet allowed by Section 5.03.06.E.1 of the Collier County Land Development Code (LDC) for waterways greater than 100 feet in width, to allow a boat docking facility protruding a total of 44 feet into a waterway that is 200 ± feet wide, for the subject property. Said changes are fully described in the Proposed Dock and Site Plan attached as Exhibit "A" and the Map of Site Plan Survey attached as Exhibit `B" and are subject to the condition(s) set forth below. Page 5 of 6 ATTACHMENTS. Exhibit A — Proposed Dock and Site Plan Exhibit B —Map of Site Plan Survey LEGAL DESCRIPTION. The subject property, 259 3rd Street, is comprised of two platted lots that have been combined for development purposes. Said property is further described as Lots 24 and 25, Block C, Unit No. 1 Little Hickory Shores, according to the plat thereof as recorded in Plat Book 3, Page 6, Public Records of Collier County, Florida, in Section 5, Township 48 South, Range 25 East, Collier County, Florida. CONDITIONS. • All other applicable state or federal permits must be obtained before commencement of the development. DISCLAIMER. Pursuant to Section 125.022(5) F.S., issuance of a development permit by a county does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the county for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. APPEALS. This decision becomes effective on the date it is rendered. An appeal of this decision shall be done in accordance with applicable ordinances, codes and law. RECORD OF PROCEEDINGS AND EXHIBITS: SEE CLERK OF COURT, MINUTES AND RECORDS DEPARTMENT. DECISIONS OF THE HEARING EXAMINER FOR VARIANCES, CONDITIONAL USES, AND BOAT DOCK EXTENSIONS SHALL BE NOTED ON THE ZONING MAP FOR INFORMATIONAL PURPOSES. March 27, 2026 Date Page 6 of 6 Andrew Dickman, Esq., AICP Hearing Examiner EXHIBIT "A" ■ a Seam $ a rp#ODI ;-.sc_rl Bonita a.. . SUBJE T PR0PE TY _} Be-ch Park I-Alilb. BAREFOOT BEACH BarefoM Beach Club 0 The C1'uo at Barefani Beacrl JOHNE E LUTHER JOHN E LUTHER FL PROFESSIONAL ENGINEER Florida PE License #34304 4361 Pine Meadow Large Sarasota Florida 34233 941j320-2278 This item has been digitally signed and sealed by John E. Luther PE# 34304 on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. DeRornds Restaurant Italian Dining "Get Hooked 0 Charter Fishing LLC ffiggrns Pass Fsftrarin,P A rea ar)d Gacahatchee VICINITY MAP 8,8refC..:1 �Prr`M C't1u!? ri VANDERBILT LAKES " Got, I J 906_1 w Terry s: k. Sunshine Fll� to Springs - - Bonita Boat Center - Sales Center 4 Mel's Borer - , Bonita Springs 9 Audubon C-6,1i retry Club L n c Baers Furniture Co. Inc. of.Bonita PROPOSED SCOPE OF WORK: 1. Construct +/- 488 square foot dock with 5/4" x 6" WearDeck decking. Stainless steel hardware throughout. 2. Install a new retractable aluminum ladder included. 3. Install 10,OOOLBS IMM Boat lift with 14' cradle on four (4) new 10" lift piles. 4. Install 27,OOOLBS IMM Boat lift with 17' cradle On four (4) new 10" lift piles. 5. All measurements to be field verified. i COPYRIGHT OF D.M.s 2025 CONTRACTOR MUST BE NOTIFIED OF DESIGN FOR OVERALL MARINE SERVICES PERMITTING ONLY ANY CHANGES DRAWN BY: CHURCHIL RODRIGUEZ SCALE: NOT TO SCALE PH 239-322-2661 MEASUREMENTS AND PILING EM Info@overalloutdoorservices.com LOCATION APPROXIMATED CUSTOMER NAME Chuck Long SITE ADDRESS 259 3rd St, Bonita Springs, FL 34134 WI �gy� PHONE 1®i@l'16i DATE REVISION DATE 1st Generatinn Marine Contractors 05/07/25 12/19/25 Office Number: 239-322-2661 SHEET 2 ✓cn�ntwa � wmi� W It�ian Drtpng Q Rural King W TeirSt A Sare'OOr 'Get Hooked' © Charter Fishing LLC "each Bon la Q Sonngr'L \ 1 80nr�* O )'i SU'15AIne� Beach Pa"i • MI-818 Bonita Springs e_, BAREFOOT ti BEACH a y Bonita Boat Center - Sales Center MerSDiner - VANDERBILT _ BOMtaSpnngS LANES 891e'001 Beach Club 4 '^ Audubon ntry Cluh G Ba'e''tiT Bc ech Wiggins Pass Baers Fuindure £sivaiine Co Inc_ Alea aw County Use Only cocohatchee LITTLE HICKORY BAY IMM27,000 tLift S NATURAL WATERWAY (SALTWATER) With 17' Cradl -•------------------------------------• -- � ��a - -----•-----..... w IMM 10.000 LBSo " Boat Lift � B• 1. With 14' Cradle 0 >°'"t"��i O I > TYP �� ✓ _ n cu C B 8' DOCK 38' m dl Q 0 N W J 118.5I _ 4, 0' � TYP c c r I 1��STANDARDPROTIJSICNLIMIT Retractable c o c a �75,0'' a m o NO BUILD Z( c JOHN E LUTHER FL PROFESSIONAL ENGINEER Florida PE License#34304 4361 Pine Meadow Lane Sarasota Florida 34233 941) 320-2278 This item has been digitally signed and sealed by John E. Luther PE# 34304 on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. FOR COLLIER CCUNTY r Aluminum Ladder *Dock Elewlion To Be Level Will) Seawall Cap Unless otherwise Specified* T- IE M.H.w.L. *Piles To Be Wrapped From Below Mud line to 1' Above M.H.W.L* 4.0 PROPOSED SCOPE OF WORK: Piling Spacir Less Than Proposed +!- 488 I NO BUILD ZONE Square Foot Dock COPYRIGHT OF O.M S 2025 DESIGN FOR OVERALL MARINE SERVICES PERMI171NG ONLY 1. Construct +/- 488 square foot dock with 5/4" x 6" WearDeck decking. Stainless steel hardware throughout. 2. Install a new retractable aluminum ladder included. 3. Install 10,000LBS IMM Boat lift with 12' cradle on four (4) new 10" lift piles. 4. Install 27,000LBS IMM Boat lift with 17' cradle on four (4) new 10" lift piles. 5. All measurements to be field verified. BY: CHURCHIL RODRI( 239--2 22 66 1 nfo@overa Iloutdoorservic f r (WAS CONTRACTOR MUST BE NOTIFIED OF ANY CHANGES SCALE: Not To Scale MEASUREMENTS AND PILING LOCATION APPROXIMATED r I CUSTOMER NAME Chuck Long SITE ADDRESS 41 - 259 3rd St, Bonita Springs, FL 34134 Now:_ PHONE 1 1st Generation Marine Contactors f Office Number: 239-322-2661 DATE REVISION DATE 05/06/25 12/ 19/25 SHEET 2 V , JOHN E LUTHER FL PROFESSIONAL ENGINEER Florida PE License #34304 4361 Pine Meadow Lane Sarasota Florida 34233 941) 320-2278 This item has been digitally signed and sealed by John E. Luther PE# 34304 on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. IV i%` r � . �r Y - ��3�a • rmp .-ft 0 P PROPOSED SCOPE OF WORK. 1. Construct +/- 488 square foot dock with 5/4" x 6" WearDeck decking. Stainless steel hardware throughout. 2. Install a new retractable aluminum ladder included. 3. Install 10,000LBS IMM Boat lift with 14' cradle on four (4) new 10" lift piles. 4. Install 27,000LBS IMM Boat lift with 17' cradle on four (4) new 10" lift piles. 5. All measurements to be field verified. 300.0'+ COPYRIGHT OF O.M.S 2025 CONTRACTOR MUST BE NOTIFIED OF DESIGN FOR OVERALL MARINE SERVICES PERMITTING ONLY ANY CHANGES DF*,WN BY: CHURCHIL RnDRIGUr7 SCALE: NOT TO SCALE PH. 239.322-2661 MEASUREMENTS AND PILING EM: Info@overalloutdoorservices.com LOCATION APPROXIMATED ow CUSTOMER NAME i Chuck Long SITE ADDRESS "400NM► 259 3rd St, Bonita Springs, FL 34134 �}��ItII II PHONE DATE REVISION DATE 1 st Generation Marine Contractors 05/07/25 12/ 19/25 Office Number: 239-322-2661 SHEET3 JOHN E LUTHER FL PROFESSIONAL ENGINEER Florida PE License #34304 4361 Pine Meadow Lane Sarasota Florida 34233 941) 320-2278 This item has been digitally signed and sealed by John E. Luther PE# 34304 on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. PROPERTY LINE E Notes: NOTES: All water depths and dredge elevations are referenced to MLW survey conducted by Overall Outdoor and Marine Services on 5/8/25 at 5:30pm. Applicant Owned shoreline (Approx. LF): 186 ft Existing overwater structure (Approx SF): 0 Width of waterway, seawall to MHW (Approx): Varies 200 ft to 300 ft NOAA Tidal Datum: MHW (NAVD)= 0.33 ft MLW (NAVD) =-1.37 ft Proposed overwater structure (Approx. SF): 488 sq ft Total overwater structure (Approx. SF):488 sq ft Total protrusion from seawall: 44 ft OVERALL PROTUSION 44' DOCK PROTUSION 38' NO BUILD ZONE 15' DISTANCE TO DOCK 25 IL 0 ISTANCE TO OPOSITE SIDE 186.4' 29- COPYRIGHT OF O.M.S 2025 CONTRACTOR MUST BE NOTIFIED OF DESIGN FOR OVERALL MARINE SERVICES PERMITTING ONLY ANY CHANGES DRAWN By: cHURCHIL RODRIGUEZ SCALE: NOT TO SCALE PH: 239-322-2661 MEASUREMENTS AND PILING GKA- Info@overalloutdoorservices.c.. LOCATION APPROXIMATED a G A4 p�p— ,�,� pbb pp�� ��((��Qp��t., ��ggp. . 590 YPt4�If�5 O 1st Generation Marine Contractors Office Number: 239-322-2661 CUSTOMER NAME Chuck Long SITE ADDRESS 259 3rd St. Bonita Springs, FL 34134 PHONE DATE I REVISION DATE 05/07/25 12/19/25 LEGEND 6 _ FDM ORAL HOLE W SEAWALL p _ FDIRO 5/8- REBAR AND CAP - PLS 5222 Q _ FUND 112- REBAR - NO 1ITE M7047M O _ SET 5/8' REBAR ARID CAP - PSW 5650 PSW 5762 ® - SET 5A' RLHAR AND CAP -FAIT CDR LB 6M (LQ = FIELD WAR430 DATA (P) - RECORD PLAT DATA X-ni - SPOT ETENTON SURVEYOR'S NOTES 1, WARMS S1/OMN FLEREON ARE BASED UPON D/E HORURTLLY LWE Of THM SIREFT 110RIC A RECORD MARNO OF H8S38'50T AS OMFII ON DIE RFRAT OF W!T NO. J, LRRF HAXORY SNORES RECORDED W PUT BOOK A PAGE 2, OF THE PUBLIC R DORDS Of COOL ER COLN". nowt 2. NO WAEi.MkM WPRO410IIS OR fW400O S MERE LOCATED LWO R THE SCOPE OF DOS SURVEY. J. TIC PARCEL UES W FLOOD ZONE iAE" BASED ON FrWA F.LRU MAP PAIAEI. 12021CO179N, DATED WY TC 2012. TEES PARCEI. HAS A BASE FLOOD ELEVATION OF 100- (MM '68Y A 800AC RY WA WTION SHOWN HEREON S BASED UPON THE RECORD PUT AND LET,IL OESY.R'IPTION PROVEED, NO SEARCH OF 7HE PLVX RECORD WAS PERFORMED SY D85 SURVEYOR. THERE MAY BE OTHER SETEl AND/DR FAZWWTS NOT KNO" TO THIS "WYOR. S. PC STREET AOSTESS a 239 DM SRTFET WEST NAPLES, FLORIN SIN 8. ELlVATTONS SHOMN HEREON ARE R6FAEACED TO TFLE NORTH AUMCAN MUM OATW OF ISM (NAM 188). ELEVADAYS ARE BASED UPON WAMiARK 872 5269 E TIDAL 1978" HAWC A RECO1% OPADON OF 3.53 (NAVD '88). ,y 5 Mjy'50' r 60.0.1 (r) / �-M 6flS7e/E l �p - PA"l 60.0, (P) RIGHT-OF-WAY 51im 0 /il ELnanvl.TS SoW 1 ARr $INA J Rol D(YA1K.N-..69'� 1 1 RDR-0R,11Y PR 11111E PAM 9 "no SOWuvr Na 1, PLAY SOW 3 ANx E MAP OF AS BUILT SURVEY OF LOTS 24 & 25, BLOCK 6C, LITTLE HICKORY SHORES UNIT AND LOTS 1 & 2 OF LOT "A'� REPLAT OF UNIT NO. 3 LITTLE HICKORY SHORE ALL LYING IN SF,C'I TON 5, TOWNSHIP 48 SOUM RANGE 25 WE, COLLIER COUNTY FLORIDA Applicant owns an additional lot that is not part of this petition as the properties Ll= HICKORY LAGOON FACE OF spw N have not been dueled together for development. LEGAL DrCRIPDQU LOTS 24 a 25, BLOCK C . tNOT NO. 1, LITTLE HACKORY STORES AS PER THE RECORD PUT Ti1E7✓F0f RECORDED 1N PUT BOOK J. PACE 6, OF THE ROOM RECORDS OF L17LLEER COWY. FIORGl TOGETHER MRI* LOTS 1 G 2, OF LOT -A-, REPIAT OF' ERR W J. LIMI 10WORY AORLT, AS PER 7HE RECORD PLAT TH07FDF RECORDED PI PLAT 9" 6, PACE 2, OF DIE PLIBUC REXAM OF MUM)? COL. M, RDRM JOHN E LUTHER FL PROFESSIONAL ENGINEER Florida PE License #34304 4361 Pine Meadow Lane Sarasota Florida 34233 941) 320-2278 This item has been digitally signed and sealed by John E. Luther PE# 34304 on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. — — j— SfAMMIt 16.0L GrVAC �0 �--- , ^ 1 s 11.4 mr i � 1 LOT 1# 2 1 NOTES: Survey For Reference Only cawure Hoot J 1Si' A LOT 25 r.r s 1 � ra.Y I OR.IPETC SCALE Lomr7 rw-Ao n TOT 2-1 zzA• 2 �a�. LOT 2+• �r _aurz a-zr• _ •- � cvrntro� il LxauHc r � . A' 601 W Q OSK - T&W PFC L/ SET W TIE NORM SIDE OF POMER POIE E7EYATII7N - s. 60' (MAw fie) swrNrr sL7Wx AY,VglE / AW EI21M110Y-12' MITTS HICKORY SHORE COA94UN Y PARK OG�' CO)M TABLE 00' CURVE 1 DELTA N RAONs Y Al CHORD WG Y CHORD u C7 1 26'10'17' 1 200.00' 1 91.M' 1 N66'37'36 E W..59' MITTS HICKORY BAY A C7 26-0Y57" 200.00' 1 91.22'NW n 0 d,0 9^ T COPYRIGHT OF O.M S 2025 CONTRACTOR MUST BE NOTIFIED OF DESIGN FOR OVERALL MARINE SERVICES PERMITTING ONLY ANY CHANGES DRAWN BY: CHURCHIL RODRIGUEZ SCALE: Not To Scale 239-322-2661 MEASUREMENTS AND PILING FM* Info(a)overalloutdoorservices.com LOCATION APPROXIMATED As A AAR on CUSTOMER NAME Chuck Long SITE ADDRESS 259 3rd St, Bonita Springs, FL 34134 PHONE 1st Generation Marine Contractors I Office Number: 239-322-2661 DATE REVISION DATE 05/06/25 12/ 19/25 ;HEET 5 Cross-section at large boat deck JOHN E LUTHER FL PROFESSIONAL ENGINEER Florida PE License #34304 4361 Pine Meadow Lane Sarasota Florida 34233 941) 320-2278 This item has been digitally signed and sealed by John E. Luther PE# 34304 on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Notes Fully loaded boat draft =2.5' Draft with motors down = 3.5' Boat lift cradle (allowance) = 2.8' 41 PILE �TYP) 38 3.1' DOCK ELEV. Motors down I I I I I x x Depth measurement Mean LLW = -1.81' �YRIGHT OF O.M S 2025 CONTRACTOR MUST BE NOTIFIED OF )IGN FOR OVERALL MARINE SERVICES PERMITTING ONLY ANY CHANGES kWN BY: CHURCHIL RODRIGUEZ 239-322-2661 MEASUREMENTS AND PILING Info@overalloutdoorservices.com LOCATION APPROXIMATED CUSTOMER NAME Chuck Long SITE ADDRESS 259 3rd St, Bonita Springs, FL 34134 OF ,,. y � ■,��, VW PHONE Y1799�IFQ1IA11 li9�lr� DATE REVISION DATE 1st Generation Marine Contactors QS/12/25 12/19/25 Office Number: 239-322-2661 1 SHEET 6 Aquila 36 Sport Power Catamaran Specifications Length overall wl swim platform (excl. anchor roller) 10.98 M / 36' O" Hull length 9.94 M / 32' 7" Boom overall 4A5 M 1 141T` Length of waterline 9.3 M / 30, 6" Heigt-rt above waterline w/ hard top (exo udes electillcs and electronics) Hurl draft (motors up) Dry displacement Fully loaded displacement Optoinal rullttj enclosed version add Sleeps Max passengers Cabins F408de shownm Tankage Fuel tank (approx-3 Water tank standard (approx.) Holding tank (approx.) JOHN E LUTHER FL PROFESSIONAL ENGINEER Florida PE License #34304 4361 Pine Meadow Lane Sarasota Florida 34233 941) 320-2278 This item has been digitally signed and sealed by John E. Luther PE# 34304 on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 3.05 M / 10' 0" 60 CM 1 2' 0" 6,608 KG / 14.568 LB 9,785 KG / 21,572 LB 400 KG / 880 Lt3 4 2e 2 2 2 2x 625 ^ 1250 L / 2x 165 = 330 GAL 200 L / 52 GAL 2x130L/2X21GAL Vessel Information For information only COPYRIGHT OF O.M S 2025 DESIGN FOR OVERALL MARINE SERVICES PERMITTING ONLY DRAWN BY: CHURCHIL RODRIGUEZ PH 239-322-2661 E M: Info(aDoveralloutdoorservices.com 71PF U Ii MVM UK 91801 1st Generation Marine Contactors Office Number: 239-322-2661 CONTRACTOR MUST I BE NOTIFIED OF ANY CHANGES I CUSTOMER NAME Chuck Long SITE ADDRESS 259 3rd St, Bonita Springs, FL 34134 PHONE DATE I REVISION DATE 05/12/25 12/ 19/25 SHEET 7 EXHIBIT "B" SURVEY SKETCH OF: ASBUILT AND TOPOGRAPHIC THE LINES ON THIS SKETCH DO NOT CONSTITUTE OWNERSHIP COPYRIGHT 2024, FLA, SURVEYS CORP. FOR CLIENT REVIEW ONL Y FOR FUTURE BOAT LIFT CONSTRUCTION ELEVATIONS SHOWN ARE IN NAVD DATUM, WERE ACQUIRED USING GPS TECHNOLOGY AND HAVE A TOLERANCE OF +/- 0.4' NOT FOR FENCE CONSTRUCTION NOT FOR ENGINEERING DESIGN NOT FOR CONSTRUCTION NOT FOR DESIGN IMPROVEMENTS OTHER THAN TO�SE SHOWN, IF ANY, WERE NOT LOCATED NOTE, X -50 = INDICATES MEASURED AND INTERPOLATED LEGAL DESCRIPTION : PARCEL I LOTS 24 AND 25, BLOCK C, UNIT NO, I LITTLE HICKORY SHORES, ACCORDING TU THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 6, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. PARCEL 2, LOT 1, BLOCK G IF REPLAT OF UNIT NO. 3 LITTLE HICKORY SHORES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 6, PAGE 2, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. QUALTI'Y CONTROL BY: KEF DATE : 6/6/202.4 CNRTIFICATION I HEREBY CERDFY DNS SURVEY WAS MADE UNDER MY RESPDNSBLE CHARGE AND MEETS THE STANDARDS OF PRACDCE AS SET FORD/ BY ME FLOWDA BOIRD OF PROFESSIONAL SURVEYORS &•MAPPERS CHAPTER SN7.05-05Z FLOWDA ADMINS7RADVE CODE PURSUANT 70 SEC71M 472027 FLORIDA STATU7M BY : 9 � SURVEY DATE : 6/17/2024 CLINTON W FINBTAD. PE CM PIS /2463 LELAND F. D79ARD, PIS #3859 VARY E FD76TAD, CFM, PSY #5901 x- LITTLE HICKORY BAY x- X- +�� X-AT Ls' K� X- 150.00: !P) X-'o X_'X_ Lnr zs A� E xDiO< c DPROVENERn ODER TMIN DOSE LOT 2 BL1G B ¢KD SNON/, g ANY, VERE NOr LOCATED G I S T9'04 V 1 8� itLI S79V120•�5 78 _S F�4 V 6 S-a!' 6 PAVEIEI T IRD,STARIESW RIO/T-6-VAY LDf Pea PGo I NOT VAUD WTHOUT SURVEYOR'S SIGNATURE AND EMBOSSED SEAL NOT A CERTIFICATION OF TITLE, ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES. FLORIDA STATUTE 5J-17.05 (3) (L:): TWO SITE BENCHMARKS REQUIRED FOR CONSTRUCTION NOTE, PROPERTY OWNER SHOULD OBTAIN WRITTEN FLOOD ZONE DETERMINATION FROM LOCAL PERMITTING, PLANNING AND BUILDING DEPARTMENT PRIOR TO ANY CONSTRUCTION PLANNING AND/OR CONSTRUCTION Curve Number 1AT R.Wus= 140m' Delta- 26'09'4T (C) W E Arc= 6386' (P) 6393' !r) Tangent= 32.53' Chord= 6330' (P) 6337' (C) Chord Deg. N 66.20'40' E M) N 65•%'07' E CC) N 66.0155' E !EJ LIRE L1 BEARING S 93.39W W S 84.0438' V B 84'a se' v DISTANCE 3011' (P) 30.11' <0 BNRY a:, Curve Number 2 SCALE 1' = 30' L2 N 11.21'm• V 57.38, (P) ___----__ -- - Rad/us= BMW N 1055'12' V 57.38' (G) DNta= 26.09'15' (C) L3 S 37'29'm' E S 37.0372' E 60D0' (P) !R) 60m' <u) Arc= 9122 (P) 91" P)) L4 S 83.38'S0' W S 884.16'8' V 30.11' (P) 30.11' (6) =11 TangentI 46A6' o T uGRAPNIC SCALE N L5 S 8-04`38' V S 83.3B'S0' W DO 3E35' (P) Chord= 9043' (P) 9050' !C) S 84.0438' V t 84.I.- V 3935' (6) .Y.>s' a0 Chord BY9. S 66.20'40' V (P) S 65.35'47• V (C) L6 N 89.46'00' E 5800' (P) S 66.01'35' W (W S 89'4872' E S W41'3e• E 50,00, !G) 4Mr In t 66'O- W A2m m NOTE, IF APPLICABLE, FENCES SHOWN MEANDER Curve Number 3 ON OR OFF LINES. (APPROX. LOCATION ONLY) RadA.= 300.00' Delta- 37.18'44• Arc- 195.37' Tangent- 101,29' Chord- 191.93' Chord Brg. N 71•!0'22' E (C) N 71.3670' E (6) N n'%'I, E In- - NOTE MEANOMI VATER LNE IS AT WWACE X SEAVKL MEASURED BEARINGS SHOWN ARE BASED ON STATE PLANE COORDINATES (FLURIDA EAST ZONE) AS ACQUIRED BY USING GPS TECHNOLOGY AND IS THE 'BASIS OF BEARINGS'. MEASUREMENTS LABELED AS (G) ARE THE CALCULATED GPS PLAT BEARINGS. FOR ANY QUESTIONS CONCERNING THIS SURVEY, PLEASE CALL OFFICE MANAGER, YULIET DIAZ, AT 239-784-6162 N = IQPDI A ACP = INN➢ICAP PK M III LE . U BE VF = 1 E - FAST V :VEST, LF ANY NIBNATAN DEITPELF 5]. U = LICENSED B)MI ESS 58 LBE =LANDSCAPE DIETER EASEMENT Na AV = VALVE N4 W = VATEN SERVICE 1. • : DEGREES3A E ' = NIMNES VHEN YMED tN A BEARIAG LE = LANDSCAPE EASEIENT 6a LNE : LAKE MIMTEIWCE EASENEM ITS WB = VATER ADY I16 VM1 V1tm FENCE a ' : SECLBOW NEN USED IN A AEARNG A ' .FEET VI ENUSEVMARWTAACE 6L LP . LIOIi Pa.[ 6S N . NEASI.FED M). VPF Vltm LAVER PO.E N8 . ➢E.TA (R F£N1RAL MYiE DF LYRVE mV TNLE) S ' :➢EYES VHEN USED IN A DISTANCE 6 f : NOE LR LEtt• lF 'PLl6 lF NIMd" 63 AE . MIWTE4VKC CASOE7IT 64 MI = Il11IRE BA WIlTACRB,S ARE !N FEET AND N' DEC/MKS rIEAEiF !EL SNOVN FEREUN AE£ MA VA ,u,cc O/iERV13E STATE➢ ]. A :ARC DWTAAIX RAN? 65 -VA . )ORTII AN BD,u,E V VERT ILITUN 66 NG = GEOAETA' VERTIGY AIIUI ALEVATIDW B ALL PNYSTCAL )IPRaVEIE)ITS SIOVN Y AD Er ➢T, BUT S A9E fLP DEQB PmP OEY. DNi TiEY m EXIST BUT VEA£ !Or A AE = AN? QAOIIONRI PAD !➢ AE = ALYESS EASEMFM B? IRENTI. 6l. m ID = ND lADIAL ITC M40Y➢GS 68 OW = -RADIAL ABRY V JIBS AREY SASMTED N' DE fA18 !ffi NO>E LEFNI. AESGRIPTAN W fE01 LARRT A'.E➢ lE REITRD ,u cee lI Af = KUmAM fEICE lE ME = AVE MWA UllLIIY EASEIENT UT TD 6A Ni] /Or r0 SGYE DIP= DVE2EAD D/iERgSE NOTE➢ !Pa EASEMENTS A1A RIGNi ff NAYS DENN ARE PER E£CfIOAJI PLAT OS la 8E = BIEfER GSEIEIYr !4 PM = A:ACIINRA OM = OYERIEAD UTAITY LDE UTILI a lE OR = IFFICIK RECORD RBI. AS fFDIDSIEO 8Y ME IYENi 124 ECTED ID/ LNE BELOV DE SYIPFACE lF TIE OlOA10 W MT !S mB = AEMU S BEARNG !6 em = lC.4R1AG 7a O/S =OFFSET P = PLAT REFLECTED MT 70 BE C06TRlKTIUN PlIO°OSES M�IP IDS DOS SLRVUN I7. DR = IML MB®ER IE C = C l5 PBIDIE =PELICAN MY D4'ROVEIENi ➢!STRICT M ASVIC EASEMENT ANY NWTIDI LKESS 67-7SE STATED E s TED IBAERR(T lAitlM DR IMROKKNTS INA BEEN IA 0 : GTCH AISN' 70V AS 2a CHB = CHmD IEARNG - % PC = PNVT lT C!BlVATYISE ]]. PCC PNVT lT Cl1P1XXID ORVADISE LOi TE AS NOTES LOCATED EXCEPT AS TOTED 12]. M INSTRL4ENi5 li RECIND RfFLECiIAG EASENENiS; RI(Ni lT NAYS, 2L 00 - CIOPD 2E LLF . CIN➢AIN< FFACE %PCP - PE6lNENi DOVTROI. NMi ]A PD .PAGE AND/W OVKRSHIP VERE fUB031ED DOS 5lB7V'EIIF EXCEPT AS SMVN 128 ➢ERE ARE M r OA]PQICIIENTS EXCEPT THOSE AS lEi.IIEAiED 23LM = CLBCREIE M'M4ENi 24 LO =CLEAN & PI : ITDIl 6 INIERSECTIIN BL PK .PAIRED KALOI OI TNW PLAT lT SLIl o VE IPA TAR ARE TD ODES cce OTTERVf3E NOTED 25 Cli = CIB.IIN 26 NE = ClMAE1E l3BA".REIE PVVER PO.E BE PLS = NIFESSIDNL LAM SIRVEYOR LNI EA P®= PLAYr - AEDOMNIT B4 FTC = PLAVr lT NKmEIETI/ IBa IIEIBE TNY AE All➢fPLAT RES7RICTRW ANIMOP EASEMENW DNr AFC AAR RE - FENt➢E➢ IN SKD PLAT DNi MIY AE FOUR III DE POMlC R£l3RAS THIS f2B EE CSV = ABLE TV SI➢EVKK EA LTV= r.a c TV RISER B.S PP = PPON - R % PRC = PLAVr 6 REVERSE ClRA E IBC fENST MEAIDIER UN AIA Off LD�G A^PRaXMI1E LOCATION lXY j STATED OII .n D!E= DOLLAR LYBMTY UTILITY EASOlRf 31. D =DEED OR P.RM = PERMIIEI? FEFEREACE lYOABEIrr PM R40 1- M MlV I- DE LINES nT raS SNEiCN m NR NWTIME OV)ERSMP I3A TF£ )ITTEITr ff ra5 SUNAY W FOR TPLE TRANSFER OEY ,u ccc 3E, )IE= A7AD41(E EASEIEI/r a9, m = IRE A BEOFSSIOgL TXITY &P RAN { DE = N.7w DTNTY 4 A9ADM<E EASEMEM SA GEE PIE = PUN_1C UTAITY EASEMEM STATED RM STAT 134 FLOLIM STATt/IE OO]�DON TVD SISE BEACIMMIKS VISE REQUIRED 34 O = lYdfP DI.Ef RS, 3S ELEP ELECTRIC 9L Pi = - Tv Rs TANGETCY K 9E PVS =PAVERS Fm COISTRlKTIDL 13S DOS ONERM am LrES Mr REFLECT 36 ELP = EDGE 6 PAVE�EI/T .£DYE 6 ROOD Ai BVPL = DLINL VEST PERPEIWL EASEMO/i 94 < R) = RAOK N 136 FFXA FL® INZARD NMPNG IIILt DATE PROOKT VAS NOT lEODE! , IT MTI7 70 MIKE PRECISE NVOVT fLmD RISC DETERlDNITIDIS. raS PRO➢LCi W mw 38 V =£DYE 6 VARR 3A F: AS LABELED LF FORD N DE FIEU 4a FAD. = ADRNISR09TtVE GLIDE M R =ROOSTS AC RING = ITEM DETECTED BY MEiK lEIECDF BUT Mi RECOVERED AOT SIDTAK[ FOP LNGOE T APPLtCATIOIS AND CANOT BE IMED M 1E7E6DE ABSIW E AA. A ONS FLIT® BORANRES CALL t-D))fEN18V !R d18 A /MP SPECIKIST AT OIAT IL FCC . faVO CROSS CUT 42 FCN . fOIO COKRF7E NOABET/T M ,NO• RDYi 98 NOW = R- VWFANI%✓IDT/JSDArP/N^I)NIM IB]. PE6ERTY OVER SIGLp OBTKN VRPr£N SRE IIETRR 42 FEM9 . FEIEARIL ENER(FACY M4WGENO/T AGENCY RAXA-VAY i RR SW . SATELLITE Al-SP➢E IM. SAT+ SS TDIDI AND, LICK PLRMIITDN, PLA ANN' AIO -T B[PARDENr PRI,R TD AE ANY NWTRlCTIO/ PVIMLN6 AI NSr/RCrlll/ 44 Fm = FOVID AYAL FRE 45 FFE = fLliR EZEVAJfO/ -TIE I. S➢E = SOSEET APANN<E EASEMEM IDP. SEC = SECTIDI t% ➢I COPLIANLS VlDI FAG 6/G/l-6DAA1 <4) 2� - SINE - 6 W0 Y 6 RENLQ ORER 1INN O/ NECOt➢ LR RIEi/ITINS 46 FN = FDOU NYA7N(T WEE N 4T. FIP = SOUND ODI PIPE IA7. SON =SET ARa, IRO m ID IDA SIR = SEi 5/B' IB➢I FN VIDI L8 PLAT, R PLAT, W R£MDEEa ras DBOYNTIDI MWT 8< FUNDSYED 1O DE B D m AIO NIPPER 4A FIR =FOUND ODI RIO 4A FN =FOUND /NIL I. R - SET TOOL IDS SPKAD = SEi PK ➢ISC VIDI L8 NNAER I- 0` I9A Y APPLD)AKL fEICES SIOVN MEANOIP W IX OT ODES IA LDCATDN OEY, fIO =SOON SI FNU = SOUND INIL 4 OSC E- IDS TAM lEIPOPARY AOEJI MIITK IOI. TEL ""rss fAL7LllIES NIONITE ETCH AS al�sT`XCT STRIPS BEEN COBDfEA SIUCN ETC, ILTSIDE DE LDE x TIE STRLCTUFE INVE Zfll iME/I s l ETC. DRLL FEA E LINE 5E FPO[ = FOVID PK NAA 32 FPK1D . FOIO PK NM AND DISC A8 TDB = >tP tF A4K IOA TP : RBM191fT1ER PAD D4iD ACDIENT Sl DNT DE FACT IS GtTIES' E F TIE STRLCTIIFE N DE LOT UL ATTENilO/ W ➢BE= LIED 10 DOS NVEY MY /NWNE_ L�i RLA. SURVEYS CORP. csRrnaD TO PRTESSIaW LAND SIRVEYOPS AND MAPPERS LB-6569 SIM BONITA BEACH ROM, SUITE 200 3664 PROOKSS AYE, SATE 104 CHARLES .B)SEPH LONG, .R. AND CYNTHIA LOU LONG BONITA SPRINGS FLORIDA 34135 NAPIES. FLOIIDA 341D4 2 -2• M5 23�OT0-IISD 23D-4 "20 23F250-3730 2T8-401-T12B =1-2 5730 PROJECT TITHE STREET ADDRESS : 1 DF 1 259 THIRD STREET W 91 SKETCH OF SURVEY AND TOPOGRAPHIC �` MAPLES, FLORIDA R.O. N0. DRN. SY 1DtP 45-85013 PAR D11F ID3 SUR VEY SKETCH OF SUR VEY PAGE 2 OF 3 NOT FOR FENCE CONSTRUCTION NOT FOR CONSTRUCTION NOT FOR DESIGN NOT FOR ENGINEERING DESIGN PHOTO PAGE � v F.L.A. SURVEYS CORP. PROFESSIONAL LAND SURVEYORS & MAPPERS - LB 6569 3884 PROGRESS AVE, SUITE 104-B NAPLES, FLORIDA 34104 239-250-5730 9220 BONITA BEACH RD, STE. 200 BONITA SPRINGS, FLORIDA 34135 REVISIONS PROJECT NO. 45-85013 DRAWN BY: LFD IPARTY CHIEF: N/A PAGE 3 OF 3 88. PSM= PROFESSIONAL SURVEYOR AND MAPPER 89. PU & DE = PUBLIC UTILITY & DRAINAGE EASEMENT NOT VALID WITHOUT PAGES 1 90. PUE = PUBLIC UTILITY EASEMENT AND 2 OF 3 91. PT = POINT OF TANGENCY GENERAL NOTES 92. PVS = PAVERS 93. Q.W.P.E. = QUAIL WEST PERPETUAL EASEMENT ABSTRACT NOT REVIEWED 94. (R) = RADIAL 95. R = RADIUS N = NORTH 96. RING = ITEM DETECTED BY METAL DETECTOR BUT S = SOUTH NOT RECOVERED E = EAST 97. RNG= RANGE W = WEST, OR ANY COMBINATION THEREOF 98. ROW = RIGHT-OF-WAY 1. ° = DEGREES 99. RR SPK = RAILROAD SPIKE 2. ` = MINUTES WHEN USED IN A BEARING 100. SAT= SATELLITE DISH 3. "= SECONDS WHEN USED IN A BEARING 101. SDE = STREET DRAINAGE EASEMENT 4. ` = FEET WHEN USED IN A DISTANCE 102. SEC = SECTION 5. "= INCHES WHEN USED IN A DISTANCE 103. SDH = SET DRILL HOLE, NO ID 6. ±_ "MORE OR LESS" OR "PLUS OR MINUS" 104. SIR = SET 5/8" IRON ROD WITH LB 7. A = ARC DISTANCE NUMBER OF CORPORATION 8. AC = ACRES 105. SPK&D = SET PK WITH DISC WITH LB NUMBER 9. A/C = AIR CONDITIONING PAD 106. IBM TEMPORARY BENCH MARK 10. AE = ACCESS EASEMENT 107. TEL = TELEPHONE FACILITIES 11. AF = ALUMINUM FENCE 108. TOB = TOP OF BANK 12. AMUE = AVE MARIA UTILITY EASEMENT 109. TP = TRANSMITTER PAD 13. B.E. = BUFFER EASEMENT 110. TWP= TOWNSHIP 14. BM = BENCHMARK 111. UE = UTILITY EASEMENT 15. BOB = BASIS OF BEARING 112. VF = VINYL FENCE 16. BRG = BEARING 113. VLV = VALVE 17. C# = CURVE NUMBER 114. W = WATER SERVICE 18. C = CALCULATED 115. WB = WATER BOX 19. CB = CATCH BASIN 116. WF= WOOD FENCE 20. CHB = CHORD BEARING 117. WPP= WOOD POWER POLE 21. CHD = CHORD 118. A = DELTA OR CENTRAL ANGLE OF CURVE 22. CLF = CHAINLINK FENCE 119. DIMENSIONS ARE IN FEET AND IN DECIMALS 23. CM = CONCRETE MONUMENT THEREOF 24. CO = CLEAN OUT 120. ELEVATIONS SHOWN HEREON ARE N.A.V.D. UNLESS 25. COL = COLUMN OTHERWISE STATED 26. CONC = CONCRETE 121. ALL PHYSICAL IMPROVEMENTS SHOWN WITHOUT 27. CPP = CONCRETE POWER POLE DIMENSIONS ARE FOR INFORMATIONAL PURPOSES 28. CSW = CONCRETE SIDEWALK ONLY. THAT THEY DO EXIST, BUT WERE NOT 29. CTV= CABLE TV RISER NECESSARILY MEASURED IN THE FIELD. 30. CUE= COLLIER COUNTY UTILITY 122. NOTE: LEGAL DESCRIPTION IS FROM LATEST DEED EASEMENT OF RECORD UNLESS OTHERWISE NOTED. 31. D = DEED 123. EASEMENTS AND RIGHT OF WAYS SHOWN ARE PER 32. DE= DRAINAGE EASEMENT RECORDED PLAT OR AS FURNISHED BY THE CLIENT 33. DH = DRILL HOLE 124. FOUNDATION LINE BELOW THE SURFACE OF THE 34. DI = DROP INLET GROUND IS NOT REFLECTED 35. ELEC= ELECTRIC 125. THIS SURVEY IS NOT TO BE USED FOR 36. EOP = EDGE OF PAVEMENT CONSTRUCTION PURPOSES UNDER ANY CONDITION 37. FOR = EDGE OF ROAD UNLESS OTHERWISE STATED 38. EOW = EDGE OF WATER 126. NO UNDERGROUND INSTALLATIONS OR 39. F= AS LABELED OR FOUND IN THE FIELD IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS 40. F.A.C. = FLORIDA ADMINISTRATIVE CODE NOTED 41. FCC = FOUND CROSS CUT 127. NO INSTRUMENTS OF RECORD REFLECTING 42. FCM = FOUND CONCRETE MONUMENT EASEMENTS, RIGHT OF WAYS, AND/OR OWNERSHIP 43. FEMA = FEDERAL EMERGENCY WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN MANAGEMENT AGENCY 128. THERE ARE NO VISIBLE ENCROACHMENTS EXCEPT 44. FDH = FOUND DRILL HOLE THOSE AS DELINEATED ON THIS PLAT OF SURVEY 45. FFE = FINISH FLOOR ELEVATION 129. TIES ARE TO FIELD LINES UNLESS OTHERWISE 46. FH = FIRE HYDRANT NOTED 47. FIP = FOUND IRON PIPE 130. THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR 48. FIR = FOUND IRON ROD EASEMENTS THAT ARE NOT RECORDED ON SAID 49. FN = FOUND NAIL PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS 50. FND = FOUND OF THIS COUNTY 51. FN&D = FOUND NAIL & DISC 131. FENCES MEANDER ON AND OFF LINE, APPROXIMATE 52. FPK = FOUND PK NAIL LOCATION ONLY UNLESS STATED OTHERWISE. 53. FPK&D = FOUND PK NAIL AND DISC 132. THE LINES ON THIS SKETCH DO NOT CONSTITUTE 54. GCE = GOLF COURSE EASEMENT OWNERSHIP 55. HCP = HANDICAP PARKING 133. THE INTENT OF THIS SURVEY IS FOR TITLE 56. IE = IRRIGATION EASEMENT TRANSFER ONLY UNLESS STATED OTHERWISE 57. LB = LICENSED BUSINESS 134. FLORIDA STATUTE 61G17-6.004: TWO SITE 58. LBE = LANDSCAPE BUFFER EASEMENT BENCHMARKS ARE REQUIRED FOR CONSTRUCTION. 59. LE = LANDSCAPE EASEMENT 135. THIS SURVEY DOES NOT REFLECT OR DETERMINE 60. LME = LAKE MAINTENANCE EASEMENT OWNERSHIP. 61. LP = LIGHT POLE 121. F.E.M.A. FLOOD HAZARD MAPPING: THIS DATE 62. M = MEASURED PRODUCT WAS NOT DESIGNED TO MAKE PRECISE 63. ME = MAINTENANCE EASEMENT IN/OUT FLOOD RISK DETERMINATIONS. THIS 64. MH = MANHOLE PRODUCT IS NOT SUITABLE FOR ENGINEERING 65. N.A.V.D. = NORTH AMERICAN VERTICAL APPLICATIONS AND CANNOT BE USED TO DATUM DETERMINE ABSOLUTE DELINEATIONS OF FLOOD 66. N.G.V.D. = NATIONAL GEODETIC VERTICAL BOUNDARIES. CALL 1-877-FEMAMAP OR EMAIL A DATUM MAP SPECIALIST AT WWW.FEMA.ORG/MIT/TSD/FO- 67. NO ID = NO IDENTIFYING MARKINGS MAPI7.HTM. 68. (NR) = NON -RADIAL 137. PROPERTY OWNER SHOULD OBTAIN WRITTEN 69. NTS= NOT TO SCALE FLOOD ZONE DETERMINATION FROM LOCAL 70. OHP= OVERHEAD POWER PERMITTING, PLANNING AND BUILDING 71. OHU = OVERHEAD UTILITY LINE DEPARTMENT PRIOR TO ANY CONSTRUCTION 72. O.R. = OFFICIAL RECORD BOOK PLANNING AND/OR CONSTRUCTION 73. O/S = OFFSET 138. IN COMPLIANCE WITH F.A.C. 61G17-6.0031(4) (E) - IF 74. P = PLAT LOCATION OF EASEMENTS OR RIGHT-OF-WAY OF 75. PBIDDE = PELICAN BAY IMPROVEMENT RECORD, OTHER THAN THOSE ON RECORD PLAT, IS DISTRICT DRAINAGE EASEMENT REQUIRED, THIS INFORMATION MUST BE 76. PC = POINT OF CURVATURE FURNISHED TO THE SURVEYOR AND MAPPER. 77. PCC POINT OF COMPOUND CURVATURE 139. IF APPLICABLE, FENCES SHOWN MEANDER ON OR 78. PCP = PERMANENT CONTROL POINT OFF LINES (APPROXIMATE LOCATION ONLY) 79. PG = PAGE 140. ARCHITECTURAL FEATURES, SUCH AS FURRING 80. PI = POINT OF INTERSECTION STRIPS, SIDING, CORNICES, STUCCO, ETC., OUTSIDE 81. PK = PARKER KALON NAIL THE LINE OF THE STRUCTURE HAVE BEEN TAKEN 82. PLS = PROFESSIONAL LAND SURVEYOR INTO ACCOUNT WHEN GIVING TIES FROM THE 83. POB = POINT OF BEGINNING STRUCTURE TO THE LOT LINES. 84. POC = POINT OF COMMENCEMENT 141. ATTENTION IS DIRECTED TO THE FACT THAT THIS 85. PP = POWER POLE SURVEY MAY HAVE BEEN REDUCED OR ENLARGED 86. PRC = POINT OF REVERSE CURVE IN SIZE DUE TO REPRODUCTION. THIS SHOULD BE 87. PRM = PERMANENT REFERENCE TAKEN INTO CONSIDERATION WHEN OBTAINING MONUMENT SCALED DATA.