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Parcel #00383960003 - Access Easement (Recorded) INSTR 6647095 OR 6441 PG 539 RECORDED 2/20/2025 1:43 PM PAGES 6 PROJECT: PS 309.30 Access Easement CLERK OF THE CIRCUIT COURT AND COMPTROLLER LOCATION: Timber Lake Circle COLLIER COUNTY FLORIDA PARENT PARCEL: 00383960003 DOC@.70$0.70 REC$52.50 CONS$10.00 ACCESS EASEMENT THIS ACCESS EASEMENT is made and entered into this '1(1\ day of f-T a& A- -1 20 : < , by and between TIMBER LAKE CLUB CONDOMINIUM ASSOCIATION, INC., a Florida Not for Profit Corporation, whose mailing address is 6736 Lone Oak Blvd., Naples, FL 34109 (hereinafter referred to as "Grantor"), and BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF COLLIER COUNTY AND AS EX-OFFICIO THE GOVERNING BOARD OF COLLIER COUNTY WATER-SEWER DISTRICT, whose mailing address is 3335 Tamiami Trail East, Suite 101, Naples, Florida 34112, (hereinafter referred to as "Grantee"). Wherever used herein, the terms "Grantor" and "Grantee" include all parties to this instrument and their respective heirs, legal representatives, successors and assigns. Grantor and Grantee are used for singular or plural, as the context requires. WITNESSETH: Grantor, for and in consideration of TEN DOLLARS ($10.00) and other valuable consideration paid by the Grantee, the receipt and sufficiency of which is hereby acknowledged, hereby conveys, grants, bargains and sells unto the Grantee, a perpetual, non-exclusive easement for access upon and across the following described lands located in Collier County, Florida, to wit: See attached Exhibit"A" which is incorporated herein by reference. Subject to easements, restrictions, and reservations of record. THIS PROPERTY IS NOT HOMESTEAD. TO HAVE AND TO HOLD the same unto the Grantee, together with the right to enter upon and across said land for ingress and egress to Master Pump Station 313 at the Countryside Shoppes commercial center. Grantee shall be responsible for maintenance of the easement area. The easement granted herein shall constitute an easement running with the land and shall burden the lands described above. In the event that Master Pump Station 313 is permanently removed by Grantee, this Access Easement shall automatically terminate and be of no further force and effect. IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the date and year first above written. TIMBER LAKE CLUB CONDOMINIUM ASSOCIATION, INC. a Florida Not for Profit Corporation 0! By: Witness Signature ` li"d1 (.7'4/Print Name: G1'tl�+lt ��( to( Print Name: /457d Address: Ztc55 S. bt hoe Dr. Title: ,) •h✓ /6416)0).,etcrcatht Witness Signatures` � // adadez.K.Print Name: /zu�K- INSTRUMENT PREPARED BY:D. K.GOODAKER ��� �/ �� �. COLLIER REAL PROPERTY MANAGEMENT Address: 2685 HORSESHOE DR S, NAPLES FL 34104 ,t)a,/PS 4 3�{/ PHONE:239-252-8922 GAO PROJECT: PS 309.30 Access Easement LOCATION: Timber Lake Circle PARENT PARCEL: 00383960003 STATE OFIe-I0 COUNTY OF — The foregoing Access Easement was acknowledged before me by means of E1 physical presence or ❑ online notarization, this J/ti_.-t. day of /--i='-f 1RLZ y , 202 by (Name) // 4_ / ' iUJ/)'r6-1 , (Title) /i��=S/Q C-7t-) on behalf of Timber Lake Club Condominium Association, Inc. Such person is ❑ personally known to me; or has produced their driver's license; or❑ has produced ti' �' as identification. f (Notary Seal) (Signature of Notary Publi' (Print Name) NOTARY PUBLIC Commission # My Commission Expi DEBORAWKGOODAKER ; .,; MY COMMISS ON#HH 138883 1. :° EXPIRES:July 4,2025 7« fr r landed Thru*stay Public lfidenti ere "Approved as to form an legality" \\� P'6‘nL-Ct , Assistant County Attorney \Y\ GP N _ _ _ _RADIO ROAD POINT OF (100' WIDE RIGHT-OF-WAY) 11 BEGINNING S89'10'40N/ 52.51' SOUTHERLY RIGHT-OF-WAY (BASIS OF BEARING) L12 �/ \ / T POINT OF COMMENCEMENT T I IN_NORTHEAST CORNER OF 1IMBERIAKE 0 50 100 wt1 NI I CLUB AT SUMMERWOOD,A CONDOMINIUM, 11 "1 4 (CONDOMINIUM PLAT BOOK 34, PAGE 37) 1" = 100' I I ul IW N\\ I I I 1 \ (,\ 41 .. i\u` \ EXHIBIT "A" . \a, \0 \ \us >, 0 \\ \\.4 \ I I I01 03Iu 1 `Fj C) TIMBERLAKE CLUB AT SUMMERWOOD iN A CONDOMINIUM I cle (CONDOMINIUM P.B. 34, PG. 37) NI 11 al 1,... 1 I U/ it, I / cV // OWNER: SANDAL REAL ESTATE HOLDING LLC. / of PARCEL ID: 25111001025 /N / (O.R. 4692, PG. 796) / / i�/ / 6/ v./ / I %/ 1 i ^i I I g3I 1 UI , I I I I U 1 ; EXISTING UTILITY EASEMENT 01 10 I �(O.R. 2313, PG. 135) I I� �y 1I I I } L�I ,I — 1 .L.I2__/3 I I el m�\a of C4 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 ©Bowman Consulting Group,Ltd. COLLIER COUNTY FLORIDA PROJECT NO. 2012.015 DRAWING /:H-2698 DATE:Jul. 30, 2024 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD ALE:309.30 AE 2024 SEC-TWIN-RGE:1-50S-25E SHEET: 1 OF 4 Q:\FL-NAPL-HM\HMDATA-SV2\2012\2012015\DW\SU\PLIMP STA71ON BOUNDARIES\309.30 AE 2024.dwg 7/30/2024 11:09:58 AM Plotted by. kshrauger ,GPO CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE Cl 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 03.5750" 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 723'27" 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 18.3752" 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 11'54'21" 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 66'42'11" 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* ov' rnan 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 ©Bowman Consulting Group,Ltd. COWER COUNTY FLORIDA PROJECT NO. 2012.015 IDRAWING #: 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: 2 OF 4 Q:\FL-NAPL-HM\HMDATA-SV2\2012\2012015WW\SU\PUMP STA710N BOUNDARIES\309.30 AE 2024.dwg 7/30/2024 11:09:58 AM Plotted by. kshrouger G� LEGAL DESCRIPTION OF A PARCEL OF LAND LOCATED IN SECTION 1, TOWNSHIP 50 SOUTH, RANGE 25 EAST, COWER 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 S8910'40"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 S2618'27"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 01'11'12" AND BEING SUBTENDED BY A CHORD OF 40.72 FEET AT A BEARING OF S03'56'49"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 S03'57'50"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 SOT55'13"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 S0154'29"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 SOT02'52"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 1010'12" 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 SO0'03'28"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 S0110'05"E FOR A DISTANCE OF 15.50 FEET; THENCE RUN N66'42'11"W FOR A DISTANCE OF 29.40 FEET; THENCE RUN S8748'46"W FOR A DISTANCE OF 12.12 FEET; THENCE RUN S45'11'02"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 0T23'27" 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 N1916'42"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 N00'47'23"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 N08'34'58"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 O1'02'41" 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 OT21'30" 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* 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 ©Bowman Consulting Group,Ltd. COLLIER COUNTY FLORIDA PROJECT NO. 2012.015 DRANING /: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: 3 OF 4 Q:\FL-NAPL-1-1M\HMDATA-SV2\2012\2012015\DW\SU\PUMP STATION 13OUNDARIES\309.30 AE 2024.dwg 7/30/2024 11:09:58 AM Plotted by. kshrauger 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. \\Il,uuunnnruii BOWMAN CONSULTING GROUP, LTD., INC. °i���1 J. Hl<T'' ,� CERTIFICATE OF AUTHORIZATION NUMBER LB 8030 ,o;''se�Nr;''••O�Ii'�'� c\6278�6P•• DN: C=US %' STATE OF E=jhilton©bowman.com, • FLORIDA ,:�aa %O=Bowman, CN=John Hilton ,��°�oi��""" Date: 2024.08.13 11:22:50-04'00' ...... .. fff71/IIIIIIIII\\\\\ BY LS6278 JOHN J. HILTON STATE OF FLORIDA *NOT A SURVEY* ovvrrian 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 0 Bowman Consulting Group,Ltd. COLLIER COUNTY FLORIDA PROJECT NO. 2012.015 DRANING #:H-2698 DATE:Jul. 30, 2024 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD FILE:309.30 AE 2024 SEC—TYIN—RGE 1-50S-25E SHEET: 4 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 \�