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Parcel #00383960003 - Donation Agreement PROJECT: PS 309.30 Access Easement LOCATION: Timber Lake Circle PARENT PARCEL NO. 00383960003 DONATION AGREEMENT THIS DONATION AGREEMENT (hereinafter referred to as the "Agreement") is made and entered into by and between TIMBER LAKE CLUB CONDOMINIUM ASSOCIATION, INC., a Florida Not for Profit Corporation (hereinafter referred to as "Owner"), whose mailing address is 6736 Lone Oak Blvd., Naples, FL 34109, and the BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF COLLIER COUNTY AND AS EX-OFFICIO THE GOVERNING BOARD OF THE COLLIER COUNTY WATER- SEWER DISTRICT, a political subdivision of the State of Florida, (hereinafter referred to as the"County"), whose mailing address is 3301 Tamiami Trail East, Naples, Florida 34112. WITNESSETH WHEREAS, County has requested that Owner convey to the County a perpetual, non-exclusive access easement and paved approach to existing Pump Station 309.30; over, under, upon and across the lands described in Exhibit "A" (said easement is hereinafter referred to as the "Property"), which is attached hereto and made a part of this Agreement. WHEREAS, Owner desires to convey the Property to County for the stated purposes, on the terms and conditions set forth herein; and WHEREAS, Owner recognizes the benefit to Owner and desires to convey the Property to the County for the stated purposes, on the terms and conditions set forth herein, said terms including that no compensation shall be due and payable for the Property requested by County; and NOW, THEREFORE, in consideration of these premises, the sum of Ten ($10.00) U.S. Dollars, and other good and valuable consideration, the receipt and sufficiency of which is hereby mutually acknowledged, it is agreed by and between the parties as follows: 1. Owner shall convey the Property via an access easement to County at no cost to the County, unless otherwise stated herein. 2. Prior to the date of closing (the"Closing"), Owner shall obtain from the holders of any liens, exceptions and/or qualifications encumbering the Property, the execution of such instruments which will remove, release or subordinate such encumbrances from the Property upon their recording in the Public Records of Collier County, Florida. Owner shall provide such instruments, properly executed, to County on or before the Closing. 3. This Agreement shall be null and void, and of no further force or effect, unless the County approves same and records the Access Easement within sixty (60) days from the date Owner executes this Agreement provided, however, that County shall have the unilateral right to extend the term of this Agreement pending receipt of such instruments, properly executed, which either remove, release or subordinate any and all such liens, encumbrances or qualifications affecting County's enjoyment of the Property. Page 1 of 3 CAO) 4. Owner is aware and understands that this Agreement is subject to the acceptance and approval by the Board of County Commissioners of Collier County, Florida. 5. Owner represents that the Property and all uses of the Property have been and presently are in compliance with all Federal, State and Local environmental laws; that no hazardous substances have been generated, stored, treated or transferred on the Property except as specifically disclosed to the County; that the Owner has no knowledge of any spill or environmental law violation on any property contiguous to or in the vicinity of the Property to be conveyed to the County, that the Owner has not received notice and otherwise has no knowledge of a) any spill on the Property, b)any existing or threatened environmental lien against the Property or c) any lawsuit, proceeding or investigation regarding the generation, storage, treatment, spill or transfer of hazardous substances on the Property. This provision shall survive Closing and is not deemed satisfied by conveyance of the Property. 6. Owner shall indemnify, defend, save and hold harmless the County against and from, and to reimburse the County with respect to, any and all damages, claims, liabilities, laws, costs and expenses (including without limitation reasonable paralegal and attorney fees and expenses whether in court, out of court, in bankruptcy or administrative proceedings or on appeal), penalties or fines incurred by or asserted against the County by reason or arising out of the breach of Owner's representation under Section 5. This provision shall survive Closing and is not deemed satisfied by conveyance of title. 7. The County shall pay for all costs of recording the conveyance instrument, and recording costs for any curative instruments, in the Public Records of Collier County, Florida. County shall be responsible for paying any costs and/or fees associated with the securing and recording a Subordination, Consent & Joinder of Easement of the mortgage(s) recorded against the Property from the mortgagee(s). All other costs associated with this transaction including but not limited to transfer, documentary and intangible taxes shall be borne and paid by Owner. The cost of a title commitment shall be paid by County. 8. This Agreement and the terms and provisions hereof shall be effective as of the date this Agreement is executed by both parties and shall inure to the benefit of and be binding upon the parties hereto and their respective heirs, executors, personal representatives, successors, successor trustees, and/or assignees, whenever the context so requires or admits. 9. Conveyance of the Property by Owner is contingent upon no other provisions, conditions, or premises other than those so stated above; and the written Agreement, including all exhibits attached hereto, shall constitute the entire Agreement and understanding of the parties, and there are no other prior or contemporaneous written or oral agreements, undertakings, promises, warranties, or covenants not contained herein. 10. If the Owner holds the Property in the form of a partnership, limited partnership, corporation, trust or any form of representative capacity whatsoever for others, Owner shall make a written public disclosure, according to Chapter 286, Florida Statutes, under oath, of the name and address of every person having a beneficial interest in the Property before the Property held in such capacity is conveyed to County, its successors and assigns. (If the corporation is registered with the Federal Securities Exchange Commission or registered pursuant to Chapter 517, Florida Statutes, whose stock is for sale to the general public, it is hereby exempt from the provisions of Chapter 286, Florida Statutes.) 11. This Agreement is governed and construed in accordance with the laws of the State of Florida. [FULL SIGNATURES ON NEXT PAGE] Page 2 of 3 CAO ---)4 IN WITNESS WHEREOF, the Owner and the County have caused these presents to be executed this n day of /.-&-Biii 4 , 2025. AS TO COUNTY ATTEST: Crystal K Kirif; C.prk of BOARD OF COUNTY COMMISSIONERS the Circuit Court nd'Compftoller COLLIER COUNTY, FLORIDA - lifkkeal'A--M47- ,;:::. By �L�,Gj1,.4..... Attest as to.Chairrr .• , t uty Clerk BURT L. SAUNDERS Chairman signature,only"'. AS TO OWNER TIMBER LAKE CLUB CONDOMINIUM ASSOCIATION, INC. a Florid'Not for Profit Corp r , ,.- 7,/cAr,,,y 9.if _. Witness Signature Print Name: (�i1k �.fir C rkt\ Print Name: , 442/ c{4A-f j"i Address: Z , J S. kA0C5 tAt 1Y1ve. Title: '' '�4-f e/,4---Ae-r— / Date of Owner Signature: J f LL- 2✓,�.�c " 2 .7.'4 if-- Witness Signature ,f Print Name:::— /C ` '✓�`-' 2 _' _ er Address: 86?5 5'.-1- 'sAve,Die• AVOI '\ *Approved as t for an legal s . rency� , Assistant County Attorney C9\PC iU\� CPO Page 3 of 3 SI _ _RADIO ROAD POINT OF (100' WIDE RIGHT—OF—WAY) BEGINNING S89'10'40"W 52.51' RIGHT—OF—WAY (BASIS OF BEARING) L12\ i \u� C) r \t T POINT OF COMMENCEMENT nl NORTHEAST CORNER OF TIMBERLAKE 0 50 100 wtl NI CLUB AT SUMMERWOOD,A CONDOMINIUM, c.'1 (CONDOMINIUM PLAT BOOK 34, PAGE 37) i I 1" = 100' 1 01 I W I nI EXHIBIT "A" I l -) \ t 1 n\ 0\ Z1 °IL1 I 110 II TIMBERLAKE CLUB AT SUMMERWOOD I� �I A CONDOMINIUM I 6 '-' (CONDOMINIUM P.B. 34, PG. 37) �I `-lip I 1 J I co U/ // / OWNER: SANDAL REAL ESTATE HOLDING LLC. / u/ PARCEL ID: 25111001025 /N ` (O.R. 4692, PG. 796) I / v./ / U/ v./ / U/ 1 / ,0/ I c./ 1 / NI cal col I I vl i + EXISTING UTILITY EASEMENT NI I y(O.R. 2313, PG. 135) NI Ic-> I 17.1 I I L� _ ! _ I cal`L2_,43 �� N' mt\N \ �,o C L9 TIMBERLAKE CLUB AT SUMMERWOOD A CONDOMINIUM (CONDOMINIUM P.B. 34, PG. 37) *NOT A SURVEY* Bovvrnafl PUMP STATION 309.30 ACCESS EASEMENT Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 SKETCH & LEGAL DESCRIPITON 950 Encore Way Naples,FL 34110 www.bowman.com COLLIER COUNTY FLORIDA ©Bowman Consulting Group,Ltd. PROJECT NO. 2012.015 (DRAWING #:H-2698 DATE:Jul. 30, 20;4 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD FILE:309.30 AE 2024 SEC—TWN—RGE:1-50S-25E SHEET: 1 OF :'4 0:\FL—NAPL—HM\HMDATA—SV2\2012\2012015\DW\SU\PUMP STATION BOUNDARIES\309.30 AE 2024.dwg 7/30/2024 11:09:58 AM Plotted by. kshrouger CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C1 39.86' 31.24' 30.45' S 26'18'27" W 44'54'27" C2 1965.95' 40.72' 40.72' S 03'56'49" E 1'11'12" C3 2936.00' 59.08' 59.08' S 03'57'50" E 1'09'11" C4 32.44' 15.42' 15.28' S 07'55'13" E 27'14'24" C5 78.07' 14.33' 14.31' S 19'21'47" E 10'30'58" C6 1662.05' 33.76' 33.76' S 24'02'21" E 1'09'50" C7 217.28' 35.44' 35.40' S 16'56'26" E 9'20'46" C8 5499.29' 27.53' 27.53' S 12'53'39" E 0'17'12" C9 554.53' 30.48' 30.48' S 05'40'44" E 3'08'57" C10 220.79' 34.82' 34.78' S 01'54'29" E 9'02'05" C11 132.91' 31.27' 31.20' S 07'02'52" W 13'28'46" C12 126.71' 30.38' 30.31' S 14'56'05" W 13'44'12" C13 1648.63' 34.92' 34.92' S 18'27'18" W 1'12'49" C14 1251.42' 63.27' 63.26' S 19'06'35" W 2'53'48" C15 260.93' 46.32' 46.26' S 14'25'49" W 10'10'12" C16 639.80' 53.42' 53.41' S 06'05'04" W 4'47'03" C17 268.74' 48.39' 48.33' S 00'03'28" E 10'19'02" C18 143.06' 28.19' 28.14' S 12'00'42" E 11'17'19" C19 347.72' 5.35' 5.35' S 14'35'08" E 0'52'56" C20 167.72' 21.64' 21.62' S 19'39'13" E 7'23'27" C21 131.63' 42.41' 42.22' N 08'01'05" W 18'27'34" C22 1704.42' 44.46' 44.46' N 00'48'08" E 1'29'40" C23 383.82' 73.14' 73.03' N 08'34'58" E 10'55'05" C24 494.30' 53.66' 53.64' N 17'55'52" E 6'13'13" C25 3867.76' 70.52' 70.51' N 18'37'52" E 1'02'41" C26 199.01' 44.36' 44.27' N 13'45'45" E 12'46'19" C27 210.01' 26.97' 26.95' N 01'42'33" E 7'21'30" C28 630.53' 38.05' 38.05' N 06'35'58" W 3'27'28" C29 239.40' 49.75' 49.66' N 12'23'00" W 1 1'54'21" C30 190.50' 44.56' 44.46' N 23'42'53" W 13'24'06" C31 785.25' 58.35' 58.34' N 23'55'28" W 4'15'27" C32 190.84' 43.85' 43.76' N 16'26'48" W 13'09'55" C33 4935.96' 40.19' 40.19' N 11'23'29" W 0'27'59" C34 47.62' 40.50' 39.29' N 33'16'53" W 48'44'03" LINE BEARING DISTANCE L1 N 83'38'52" E 5.00' L2 N 82'26'20" E 22.40' L3 S 70'31'52" E 29.58' L4 S 01'10'05" E 15.50' L5 N 66'42'1 1" W 29.40' L6 S 87'48'46" W 12.12' L7 S 45'11'02" W 4.71' L8 S 56'49'47" W 11.05' L9 S 73'20'06" W 39.87' L10 N 19'16'42" W 5.57' L11 N 00'47'23" W 48.67' L12 N 89'10'40" E 90.91' *NOT A SURVEY* Oi'Jrflafl PUMP STATION 309.30 ACCESS EASEMENT Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 SKETCH & LEGAL DESCRIPITON 950 Encore Way Naples,FL 34110 www.bowman.com COLLIER COUNTY FLORIDA ©Bowman Consulting Group,Ltd. PROJECT NO. 2012.015 I DRAWING #: H-2698 DATE:Jul. 30, 2024 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD FILE:309.30 AE 2024 SEC-IWN-RGE 1-50S-25E SHEET: 2 OF 4 Q:\FL-NAPL-HM\HMDATA-SV2\2012\2012015\DW\SU\PUMP STATION BOUNDARIES\309.30 AE 2024.dwg 7/30/2024 11:09:58 AM Plotted by. kshrauger LEGAL DESCRIPTION OF A PARCEL OF LAND LOCATED IN SECTION 1, TOWNSHIP 50 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF TIMBERLAKE CLUB AT SUMMERWOOD, A CONDOMINIUM, AS RECORDED IN CONDOMINIUM PLAT BOOK 34, PAGE 37 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN S89'10'40"W FOR A DISTANCE OF 52.51 FEET TO THE POINT OF BEGINNING. SAID POINT OF BEGINNING ALSO BEING THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 39.86 FEET, THROUGH A CENTRAL ANGLE OF 44'54'27" AND BEING SUBTENDED BY A CHORD OF 30.45 FEET AT A BEARING OF S26'18'27"W, FOR AN ARC LENGTH OF 31.24 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 1965.95 FEET, THROUGH A CENTRAL ANGLE OF O1'11'12" AND BEING SUBTENDED BY A CHORD OF 40.72 FEET AT A BEARING OF SO3'56'49"E, FOR AN ARC LENGTH OF 40.72 FEET TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 2936.00 FEET, THROUGH A CENTRAL ANGLE OF 01'09'11" AND BEING SUBTENDED BY A CHORD OF 59.08 FEET AT A BEARING OF SO3'57'50"E, FOR AN ARC LENGTH OF 59.08 FEET TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 32.44 FEET, THROUGH A CENTRAL ANGLE OF 2T14'24" AND BEING SUBTENDED BY A CHORD OF 15.28 FEET AT A BEARING OF SO755'13"E, FOR AN ARC LENGTH OF 15.42 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 78.07 FEET, THROUGH A CENTRAL ANGLE OF 10'30'58" AND BEING SUBTENDED BY A CHORD OF 14.31 FEET AT A BEARING OF S19'21'47"E, FOR AN ARC LENGTH OF 14.33 FEET TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 1662.05 FEET, THROUGH A CENTRAL ANGLE OF 01'09'50" AND BEING SUBTENDED BY A CHORD OF 33.76 FEET AT A BEARING OF S24'02'21"E, FOR AN ARC LENGTH OF 33.76 FEET TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 217.28 FEET, THROUGH A CENTRAL ANGLE OF 09'20'46" AND BEING SUBTENDED BY A CHORD OF 35.40 FEET AT A BEARING OF S16'56'26"E, FOR AN ARC LENGTH OF 35.44 FEET TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 5499.29 FEET, THROUGH A CENTRAL ANGLE OF 00'17'12" AND BEING SUBTENDED BY A CHORD OF 27.53 FEET AT A BEARING OF S12'53'39"E, FOR AN ARC LENGTH OF 27.53 FEET; THENCE RUN N83'38'52"E FOR A DISTANCE OF 5.00 FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 554.53 FEET, THROUGH A CENTRAL ANGLE OF 03'08'57" AND BEING SUBTENDED BY A CHORD OF 30.48 FEET AT A BEARING OF S05'40'44"E, FOR AN ARC LENGTH OF 30.48 FEET TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 220.79 FEET, THROUGH A CENTRAL ANGLE OF 09'02'05" AND BEING SUBTENDED BY A CHORD OF 34.78 FEET AT A BEARING OF S01'54'29"E, FOR AN ARC LENGTH OF 34.82 FEET TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 132.91 FEET, THROUGH A CENTRAL ANGLE OF 13'28'46" AND BEING SUBTENDED BY A CHORD OF 31.20 FEET AT A BEARING OF SO702'52"W, FOR AN ARC LENGTH OF 31.27 FEET TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 126.71 FEET, THROUGH A CENTRAL ANGLE OF 13'44'12" AND BEING SUBTENDED BY A CHORD OF 30.31 FEET AT A BEARING OF S14'56'05"W, FOR AN ARC LENGTH OF 30.38 FEET TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 1648.63 FEET, THROUGH A CENTRAL ANGLE OF 01'12'49" AND BEING SUBTENDED BY A CHORD OF 34.92 FEET AT A BEARING OF S18'27'18"W, FOR AN ARC LENGTH OF 34.92 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 1251.42 FEET, THROUGH A CENTRAL ANGLE OF 02'53'48" AND BEING SUBTENDED BY A CHORD OF 63.26 FEET AT A BEARING OF S19'06'35"W, FOR AN ARC LENGTH OF 63.27 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 260.93 FEET, THROUGH A CENTRAL ANGLE OF 10'10'12" AND BEING SUBTENDED BY A CHORD OF 46.26 FEET AT A BEARING OF S14'25'49"W, FOR AN ARC LENGTH OF 46.32 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 639.80 FEET, THROUGH A CENTRAL ANGLE OF 04'47'03" AND BEING SUBTENDED BY A CHORD OF 53.41 FEET AT A BEARING OF S06'05'04"W, FOR AN ARC LENGTH OF 53.42 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 268.74 FEET, THROUGH A CENTRAL ANGLE OF 10'19'02" AND BEING SUBTENDED BY A CHORD OF 48.33 FEET AT A BEARING OF SOO'03'28"E, FOR AN ARC LENGTH OF 48.39 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 143.06 FEET, THROUGH A CENTRAL ANGLE OF 11'17'19" AND BEING SUBTENDED BY A CHORD OF 28.14 FEET AT A BEARING OF S12'00'42"E, FOR AN ARC LENGTH OF 28.19 FEET; THENCE RUN N82'26'20"E FOR A DISTANCE OF 22.40 FEET; THENCE RUN S70'31'52"E FOR A DISTANCE OF 29.58 FEET; THENCE RUN SO1'10'05"E FOR A DISTANCE OF 15.50 FEET; THENCE RUN N66'42'11"W FOR A DISTANCE OF 29.40 FEET; THENCE RUN S87'48'46"W FOR A DISTANCE OF 12.12 FEET; THENCE RUN S4511'02"W FOR A DISTANCE OF 4.71 FEET; THENCE RUN S56'49'47"W FOR A DISTANCE OF 11.05 FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 347.72 FEET, THROUGH A CENTRAL ANGLE OF 00'52'56" AND BEING SUBTENDED BY A CHORD OF 5.35 FEET AT A BEARING OF S14'35'08"E, FOR AN ARC LENGTH OF 5.35 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 167.72 FEET, THROUGH A CENTRAL ANGLE OF 07'23'27" AND BEING SUBTENDED BY A CHORD OF 21.62 FEET AT A BEARING OF S19'39'13"E, FOR AN ARC LENGTH OF 21.64 FEET; THENCE RUN S73'20'06"W FOR A DISTANCE OF 39.87 FEET; THENCE RUN N19'16'42"W FOR A DISTANCE OF 5.57 FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 131.63 FEET, THROUGH A CENTRAL ANGLE OF 18'27'34" AND BEING SUBTENDED BY A CHORD OF 42.22 FEET AT A BEARING OF NO8'01'05"W, FOR AN ARC LENGTH OF 42.41 FEET; THENCE RUN NO0'47'23'W FOR A DISTANCE OF 48.67 FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 1704.42 FEET, THROUGH A CENTRAL ANGLE OF 01'29'40" AND BEING SUBTENDED BY A CHORD OF 44.46 FEET AT A BEARING OF N00'48'08"E, FOR AN ARC LENGTH OF 44.46 FEET TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 383.82 FEET, THROUGH A CENTRAL ANGLE OF 10'55'05" AND BEING SUBTENDED BY A CHORD OF 73.03 FEET AT A BEARING OF NO8'34'58"E, FOR AN ARC LENGTH OF 73.14 FEET TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 494.30 FEET, THROUGH A CENTRAL ANGLE OF O6'13'13" AND BEING SUBTENDED BY A CHORD OF 53.64 FEET AT A BEARING OF N1T55'52"E, FOR AN ARC LENGTH OF 53.66 FEET TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 3867.76 FEET, THROUGH A CENTRAL ANGLE OF 01'02'41" AND BEING SUBTENDED BY A CHORD OF 70.51 FEET AT A BEARING OF N18'37'52"E, FOR AN ARC LENGTH OF 70.52 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 199.01 FEET, THROUGH A CENTRAL ANGLE OF 12'46'19" AND BEING SUBTENDED BY A CHORD OF 44.27 FEET AT A BEARING OF N13'45'45"E, FOR AN ARC LENGTH OF 44.36 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 210.01 FEET, THROUGH A CENTRAL ANGLE OF 07'21'30" AND BEING SUBTENDED BY A CHORD OF 26.95 FEET AT A BEARING OF NO1'42'33"E, FOR AN ARC LENGTH OF 26.97 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; *NOT A SURVEY* OVVIflafl PUMP STATION 309.30 ACCESS EASEMENT Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 SKETCH & LEGAL DESCRIPITON 950 Encore Way Naples,FL 34110 www.bowman.com COLLIER COUNTY FLORIDA ©Bowman Consulting Group,Ltd. PROJECT NO. 2012.015 DRAWING it:H-2698 DATE:Jul. 30, 2024 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD FILE:309.30 AE 2024 ISEC-TWN-RGE:1-50S-25E SHEET: 3 OF 4 Q:\FL-NAPL-HM\HMDATA-SV2\2012\2012015\OW\SU\PUHP STATION BOUNDARIES\309.30 AE 2024.dwg 7/30/2024 11:09:58 AM Plotted by kshrouger of) HAVING A RADIUS OF 630.53 FEET, THROUGH A CENTRAL ANGLE OF 03'27'28" AND BEING SUBTENDED BY A CHORD OF 38.05 FEET AT A BEARING OF N06'35'58"W, FOR AN ARC LENGTH OF 38.05 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 239.40 FEET, THROUGH A CENTRAL ANGLE OF 11'54'21" AND BEING SUBTENDED BY A CHORD OF 49.66 FEET AT A BEARING OF N12'23'00"W, FOR AN ARC LENGTH OF 49.75 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 190.50 FEET, THROUGH A CENTRAL ANGLE OF 13'24'06" AND BEING SUBTENDED BY A CHORD OF 44.46 FEET AT A BEARING OF N23'42'53"W, FOR AN ARC LENGTH OF 44.56 FEET TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 785.25 FEET, THROUGH A CENTRAL ANGLE OF 04'15'27" AND BEING SUBTENDED BY A CHORD OF 58.34 FEET AT A BEARING OF N23'55'28"W, FOR AN ARC LENGTH OF 58.35 FEET TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 190.84 FEET, THROUGH A CENTRAL ANGLE OF 13'09'55" AND BEING SUBTENDED BY A CHORD OF 43.76 FEET AT A BEARING OF N16'26'48"W, FOR AN ARC LENGTH OF 43.85 FEET TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 4935.96 FEET, THROUGH A CENTRAL ANGLE OF 00'27'59" AND BEING SUBTENDED BY A CHORD OF 40.19 FEET AT A BEARING OF N11'23'29"W, FOR AN ARC LENGTH OF 40.19 FEET TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 47.62 FEET, THROUGH A CENTRAL ANGLE OF 48'44'03" AND BEING SUBTENDED BY A CHORD OF 39.29 FEET AT A BEARING OF N33'16'53"W, FOR AN ARC LENGTH OF 40.50 FEET; THENCE RUN N89'10'40"E FOR A DISTANCE OF 90.91 FEET, TO THE POINT OF BEGINNING. CONTAINING 26274.56 SQUARE FEET, MORE OR LESS. BEARINGS REFER TO THE SOUTHERLY RIGHT-OF-WAY LINE OF RADIO ROAD, AS BEING S89'10'40"W. ,`,aaurrmu,u,, BOWMAN CONSULTING GROUP, LTD., INC. ,�N• Fik t0 CERTIFICATE OF AUTHORIZATION NUMBER LB 8030 , e�se..NuwoP L 6278 DN: C=US, _ • o STATE OF ;' a E=jhilton@bowman.com, -s''. FLORIDA tea; O=Bowman, CN=John Hilton ,c�°iSurveyD� °�� Date: 2024.08.13 11:22:50-04,00 BY LS6278 JOHN J. HILTON STATE OF FLORIDA *NOT A SURVEY* ovvrnan PUMP STATION 309.30 ACCESS EASEMENT Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 SKETCH & LEGAL DESCRIPITON 950 Encore Way Naples,FL 34110 www.bowman.com COLLIER COUNTY FLORIDA ©Bowman Consulting Group,Ltd. PROJECT NO. 2012.015 DRAWING #:H-2698 DATE:Jul. 30, 2024 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD FILE:309.30 AE 2024 SEC—TWN—RGE:1-50S-25E SHEET: 4 OF 4 Q:\FL—NAPL—HMVIMDATA—SV2\2012\2012015\DW\SU\PUMP STATION BOUNDARIES\309.30 AE 2024.dwg 7/30/2024 11:09:58 AM Plotted by. kshrauger )