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Parcel #00383960003 - Public Disclosure Act - Affidavit PROJECT: PS 309.30 Access Easement LOCATION: Timber Lake Circle PARENT PARCEL: 00383960003 PUBLIC DISCLOSURE ACT— DISCLOSURE AFFIDAVIT BEFORE 1\ E, the undersigned authority in said County and State, personally appeared /i&e.had&cu-/nali , who being first duly sworn, deposes and says that: 1. He/She is the i,L-S. of Timber Lake Club Condominium Association, Inc., a Florida Not for Profit Corporation, authorized to do business under the laws of Florida. 2. The corporation holds title to real property described in Exhibit "A" attached hereto and by this reference made a part hereof (the "Property"). 3. He/She hereby certifies that the addresses listed on Exhibit "B" attached hereto, and by this reference made a part hereof, are the addresses of every unit having a beneficial interest in the Property, however small or minimal. 4. He/She files this Affidavit for the purpose of complying with the provisions of 286.23 of the Florida Statutes. WITNESSES: TIMBER LAKE CLUB CONDOMINIUM ASSOCIATION, INC. a Flori of for Profit prpo tion ?IttL . ,L�: By: _ , _ Witness Signature Print Name: 6chc �'��1t�MU:t1(" Print Name: �c`i A �� vv),,,/ Address: ,, O E? , - {'L0iS(((1af, ((, Title: ,,; eavT 69 / Address: Timber Lake Circle, Naples, FL 34109 fitness Signature Print Nam efr— '/ /- --fir Address:Mg-67 ,/4/;$'./Xe c �aT��rOV les STATE OF ALo,6/6')tI COUNTY OF �011 eI -,� TM foregoinrx')4�Eas ment as acknowle ed before means of(physical pree�ceir III online notarization, this ✓c day of !/fie 2020 by (Name) pvc-Aciti GL,IYIQf'( , (Title) on behalf of Timber Lake Club Condomini m Associ tion, Inc. Such person is p- sonally known to me; or has produced their driver's license; or❑ has produced N/t as identifi/ia / ,/ ` CCI464-14---- (Notary Seal) (Signature of Notary Public) (Print Name) IC n My Commission# «"'•`•!;;; qP 1(.GOODAKER ti ' t; MYCOMMISSI "Approved as to form ar d�legality" ;5;..Ilt..4: EXPIRES:July 4,2025 �''•`or ?c: Bonded Thm Notary Pubic Underwriters `V./ ANV-- , Assistant County Attorney O N _ _ _ _RADIO ROAD POINT OF (100' WIDE RIGHT-OF-WAY) 11 BEGINNING S89'1o'40"W 52.51' SOUTHERLY RIGHT-OF-WAY (BASIS OF BEARING) Lit °� r \ 1 POINT OF COMMENCEMENT I NORTHEAST CORNER OF TIMBERLAKE 0 50 100 011 rol CLUB AT SUMMERWOOD,A CONDOMINIUM, �'1 (CONDOMINIUM PLAT BOOK 34, PAGE 37) 1" = 100' 1 I I N\\ 1 w ‘ 1 \ el LA\ Pto EXHIBIT "A" \mow it 0 \` \\.t \ \ 1 N\ o\ O1 m1L1 1 t I1to TIMBERLAKE CLUB AT SUMMERWOOD 12 A CONDOMINIUM l 'II. t(CONDOMINIUM P.B. 34, PG. 37) NI ilia 0I 1 f 1 U/ / OWNER: SANDAL REAL ESTATE HOLDING LLC. //„., 6r PARCEL ID: 25111001025 i u / (O.R. 4692, PG. 796) / i / - / U/ / // 1 r '/ 1 II NI I 0, ml II 1I c'I T I EXISTING UTILITY EASEMENT 01 to I �(O.R. 2313, PG. 135) I I.1 FY 1 1 L I { �I 01 — — I 03,L2,L3 N \ 11 of� o 0--V 0 TIMBERLAKE CLUB AT SUMMERWOOD A CONDOMINIUM (CONDOMINIUM P.B. 34, PG. 37) *NOT A SURVEY* PUMP STATION 309.30 ovvrrian 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 FILE:309.30 AE 2024 SEC-TWN-RGE:1-50S-25E SHEET: 1 OF 4 r" Q:\FL-NAPL-HAAHMDATA-SV2\2012\2012015\DW\SU\PUMP STA710N BOUNDARIES\309.30 AE 2024.dwg 7/30/2024 11:09:58 AM Plotted by. kshrauger Cad 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 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* ovvrna 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 FILE:309.30 AE 2024 SEC-TWN-RGE 1-50S-25E SHEET: 2 OF 4 Q:\FL-NAPL-HM\HMDATA-SV2\2012\2012015\DW\SIAPUMP 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, COWER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF 11MBERLAKE 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 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 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 27'14'24" AND BEING SUBTENDED BY A CHORD OF 15.28 FEET AT A BEARING OF S07'55'13"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 SOTO2'52"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 S00'03'28"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 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 0723'27" 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 N08'01'05"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 O1'29'40" 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 06'13'13" AND BEING SUBTENDED BY A CHORD OF 53.64 FEET AT A BEARING OF N17'55'52"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* 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 DRAWING /:H-2698 DATE:Jul. 30, 2024 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD F1LE:309.30 AE 2024 SEC-TWN-RGE 1-50S-25E SHEET: 3 OF 4 Q:\FL-NAPL-HAAHMDATA-SV2\2012\2012015\DW\SU\PUMP STATION BOUNDARIES\309.30 AE 2024.dwg 7/30/2024 11:09:58 AM Plotted by kshrauger vi,.; 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 NO6'35'58"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. ``ttuu limo n,,,,rl BOWMAN CONSULTING GROUP, LTD., INC. ° �N•J.H��T�''�.,�� CERTIFICATE OF AUTHORIZATION NUMBER LB 8030 woo s ,�e�se 6278 DN: C=US = :9, • ' o STATE OF E=jhilton@bowman.com, ; FLORIDA tea; O=Bowman, CN=John Hilton '''.,,,oi oc`a�.•`�' Surveyor Date: 2024.08.13 11:22:50-04 00 BY LS6278 JOHN J. HILTON STATE OF FLORIDA *NOT A SURVEY* oV'Jrt"lafl 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 FILE:309.30 AE 2024 SEC-1WN-RGE:1-50S-25E SHEET: 4 OF 4 Q:\FL—NAPL—HMV-IMDATA—SV2\2012\2012015\DW\SU\PUMP STATION BOUNDARIES\309.30 AE 2024.dwg 7/30/2024 11:09:58 AM Plotted by. kshrauger j. EXHIBIT"B" Individual unit owners of Timber Lake Club at Summerwood, a condominium, as to their undivided share, by virtue of Declaration of Condominium recorded January 3, 1990, in Official Records Book 1496, Page 53, as thereafter amended, of the Public Records of Collier County, Florida: 210 Timber Lake Circle: Units 101, 102, 103, 104, 201, 202, 203 and 204 220 Timber Lake Circle: Units 101, 102, 103, 104, 201, 202, 203 and 204 230 Timber Lake Circle: Units 101, 102, 103, 104,201, 202, 203 and 204 240 Timber Lake Circle: Units 101, 102, 103, 104, 201, 202,203 and 204 250 Timber Lake Circle: Units 101, 102, 103, 104, 201, 202,203 and 204 260 Timber Lake Circle: Units 101, 102, 103, 104, 201, 202, 203 and 204 270 Timber Lake Circle: Units 101, 102, 103, 201,202 and 203 280 Timber Lake Circle: Units 101, 102, 103, 201,202 and 203 GPO