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Home My WebLink About141 1-16 Astor Creek Golf Course PlatCFN # 5606563 PLAT BOOK 141 PAGE 1, Recorded 04/13/2026 03:06:33 PM SAINT LUCIE COUNTY Deputy Clerk TREJOA/ � ASTOR �� 2 � $T�s! : I CREEK GOLF COURSE PLAT 4o V G / c BLv PLAT BOOK lqt BEING A PORTION OF SECTIONS 29, 31 AND 32, TOWNSHIP 36 SOUTH, RANGE 39 EAST C_ CROSSTOWN "I v� PARKWAY AND SECTIONS 5 AND 6, TOWNSHIP 37 SOUTH// : � , RANGE 39 EAST srrE DELRIo BLVD. PAGE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. Q 0 z TRADITION GATLIN FILE N 0. n PARKWAY BLVD.. �� z C DATE q I I --,;] DESCRIPTION z pQ '1*1_� / :V)a� BOOK 101 PAGES 25 THROUGH 33, INCLUSIVE OF THE PUBLIC RECORDS OF ST. 2820.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, �� Hw r� BEING A PORTION OF THOSE LANDS AS DESCRIBED -IN -OFFICIAL RECORDS BOOK BOUNDARY OF PARCEL-2, ALSO BEING THE BOUNDARY OF VERANO SOUTH - POD G - THROUGH A CENTRAL ANGLE OF 05°10'00" A DISTANCE OF 254.2 �� TIME 2 • up 4910, PAGE 619 OF THE PUBLICRECORDS OF ST. LUCIE COUNTY, FLORIDA LYING IN PLAT NO. 3, AS RECORDED IN PLAT BOOK 101, PAGES 25 THROUGH 33, INCLUSIVE, LUCIE COUNTY, FLORIDA, ALSO BEING A POINT OF TANGENCY AND THE POINT OF ° ' 9 FEET T A POINT LOCATION MAP Ra I E 3 SECTIO_29, 31 AND 32, TOWNSHIP/36 SOUTH, RANGE 39 EAST AND SECTIONS 5 OF SAID PUBLIC RECORDS, THROUGH A CENTRAL ANGLE OF 82029'48", A DISTANCE BEGINNING PARCEL 2; THENCE S.61°46'39"E., ALONG SAID SOUTHWESTERLY LINE OF TANGENCY; THENCE N.21 0500 W., A DISTANCE OF 269.34 FEET TO THE SOUTHWEST CORNER OF SAID TRACT "CA-40" AND A POINT OF NON -TANGENT N O S C a I e AND 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST,' ST. LUCIE COUNTY/ / , FLORIDA, AND OF 71.99 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE OF TRACT "CA-3", A DISTANCE OF 144.65 FEET TO A POINT OF CURVATURE OF A INTERSECTION WITH A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: SOUTHWEST, HAVING A RADIUS OF 1480.00 FEET; THENCE ALONG THE BOUNDARY 943.00 FEET AND A RADIAL BEARING OF N.32°05'15"W., AT SAID INTERSECTION; - / OF LOTS 1 THROUGH 21, AND TRACTS "CA-5" THROUGH "CA-7", AND A PORTION OF CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 1408.00 FEET; THENCE SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF THENCE NORTHEASTERLY, ALONG THE SOUTHEASTERLY LINE OF SAID TRACT ____ __ __-________ _ PARCEL 1. TRACT R-1 ", OF SAID VERANO SOUTH - POD G - PLAT NO. 3 FOR THE FOLLOWING "CA-40" AND ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF !�!sT!� s�_�Fs_s� COURSES; THENCE NORTHERLY, ALONG THE ARC OF SAID CURVE THROUGH A 12°17'03 A DISTANCE OF 301.88 FEET TO A NON -TANGENT INTERSECTION WITH A 20°24'45" A DISTANCE OF 335.96 FEET TO A POINT OF TANGENCY; P BK 141 Pages 1 - 16 BEING A PORTION OF SECTIO S 29, 31, AND 32 TOWNSHIP 36�SOUTH, RANGE 39 CENTRAL ANGLE OF 25°54'36", A DISTANCE OF 669.28 FEET TO A POINT OF CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 1500.00 FEET AND A ° NCY; THENCE RECORDED 04/13/202603:06:33PMf1 ° N.37 30 00 E., ALONG SAID SOUTHEASTERLY LINE OF SAID TRACT CA-40 , A SAINT LUCIE COUNTY EAST, ST. LUCIE COUNTY, FLORIDA'AND BEING MORE PARTICULARLY DESCRIBED AS TANGENCY; THENCE N.31 °09'40"W., A DISTANCE OF 78.30 FEET; THENCE RADIAL BEARING OF N.77 45 01 W. AT SAID INTERSECTION, ALSO BEING A POINT ON DISTANCE OF 49.43 FEET TO THE SOUTHEASTERLY CORNER FOLLOWS: S.58°50'20"W., A DISTANCE"OF 150 00-FEET THENCE N.31 °09'40"W., A DISTANCE OF " " r R OF SAID TRACT CA-40 / / /� 38.69 FEET; THENCE S.58°50'20"W., DISTANCE OF 210.00 FEET THENCE THE NORTHWEST CORNER OF TRACT CA-3 , AS SHOWN ON VERANO SOUTH - POD G AND THE SOUTHERLY MOST SOUTHWEST CORNER OF TRACT CA-10", AS SHOWN ON BEGIN AT THE A POINT ON TH SOUTHEASTERLY/LINE OF TIHAT FLORIDA POWER S.31 0940 E., A,DISTANCE OF 1.16.99 FEET TO A POINT OF CURVATURE OF A CURVE - PLAT NO. 4, AS RECORDED IN PLAT BOOK 113, PAGES 11 THROUGH 23, INCLUSIVE, VERANO SOUTH - POD G -PLAT NO. 4, AS RECORDED IN PLAT BOOK 113, PAGES 11 DEPUTY CLERK OF SAID PUBLIC RECORDS, THENCE DEPARTING SAID SOUTHWESTERLY LINE OF THROUGH 23, INCLUSIVE, OF SAID PUBLIC RECORDS; THENCE CONTINUE AND LIGHT EASEMENT AS RECORDED IN OFFICIAL RECORDS BOOK 348, PAGE 993 CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 1120.00 FEET THENCE N.37 3000 E., ALONG THE SOUTHEASTERLY LINE OF SAID TRACT "CA-10', VERANO OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY; FLORIDA, SAID POINT ALSO BEING�OUTHERLY ALONG,THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF TRACT "CA-3", VERANO SOUTH - POD G - PLAT NO. 3 AND ALONG THE BOUNDARY OF SOUTH - POD G - PLAT NO. 4 A DISTANCE F C O 64.57 FEET; THENCE DEPARTING SAID THE NORTHWESTERLY CORNER OF VERANO SOUTH,P.U.D. 1 - POD D - PLAT,NO. 6, 32°54'30",/A DISTANCE OF 643.28 FEET TO A POINT OF TANGENCY, ALSO BEING THE LOTS 12 THROUGH 51, TRACT "CA-2", AND TRACT "CA-3", OF SAID PLAT OF VERANO SOUTHEASTERLY LINE OF SAID TRACT "CA-10", AND ALONG THE BOUNDARY OF LOTS AS RECORDED IN PLAT BOOK 130, PAGES 17 THROUGH 24, INCLUSIVE, OF SAID SOUTHWEST CORNER OF SAID LOT 21, AS SHOWN ON VERANO SOUTH - POD G - SOUTH - POD G - PLAT NO, 4, FOR THE FOLLOWING COURSES; THENCE SOUTHERLY, 153 THROUGH 222, AND TRACTS "CA-9" THROUGH "CA-1 1", OF SAID PLAT OF VERANO PUBLIC RECORDS; THENCE S.40°22'55"E., DEPARTING SAID SOUTHEASTERLY LINE OF�PLAT NO. 3, AND THE NORTHWEST CORNER OF TRACT "4 A", VERANO SOUTH - POD G ALONG T ° SOUTH - POD G - PLAT NO. 4 FOR THE FOLLOWING COURSES; THENCE S.52°30'00"E HE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12 50 58 , A FLORIDA POWER AND LIGHT EASEMENT AND ALONG THE SOUTHWESTERLY -PLAT N0. 6,,/AS RECORDED IN PLAT BOOK 104, PAGES 12 AND 13, OF SAID PUBLIC A DISTANCE OF 57.80 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO BOUNDARY LINE OF SAID VERANO SOUTH P.U.D. 1 POD D - PLAT NO. 6, A DISTANCE RECORDS; THENCE ALONG THE WESTERLY BOUNDARY LINE OF SAID TRACT "4 A", AS DISTANCE OF 336.40 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE THE SOUTHWEST HAVIN A R OF 938.68 FEET TO THE SOUTHWESTERLY CORNER OF SAID VERANO SOUTH P.U.D. 1 SHOWN ON SAID VERANO SOUTH - POD G - PLAT NALONG THE ARC OF SA 0.6 FOR THE FOLLOWING CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 500.00 FEET; THENCE G ADIUS OF 1 A FEET; THENCE SOUTHEASTERLY, ID CURVE, THROUGH A CENTRAL ANGLE OF 22°30'00", A - POD D - PLAT NO. 6; THENCE CONTINUE S.40022'55"E., DEPARTING SAID COURSES;/THENCE S.01°44'50"W., A DISTANCE OF 25.71 FEET TO A NON -TANGENT SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE DISTANCE OF 42 SOUTHWESTERLY BOUNDARY LINE OF SAID VERANO SOUTH P.U.D. 1 - POD D - PLAT INTERSECTION WITH A CURVE CONCAVE TO THE'SOUTHEAST HAVING A,RADIUS�OF 5532 ' 0.19 FEET TO A POINT TANGENCY; THENCE S.30 0000 E., A NO. 6,'A DISTANCE OF 897.80 FEET THENCE S.46045'48"E., A DISTANCE OF 1035.02 220.00 FEET AND. A RADIAL .BEARING OF S.07°50'13"E. AT SAID IN � 13° , A DISTANCE OF 121.52 FEET TO A POINT OF REVERSE CURVATURE OF A DISTANCE OF 206.21 FEET TO A POINT OF CURVATURE.OF A CURVE CONCAVE TO TERSECTION; CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 1755.00 FEET; THENCE THE SOUTHWEST, HAVING A RADIUS OF 305.00 FEET; THENCE SOUTHERLY, ALONG FEET; THENCE S.84025'35"E., A DISTANCE OF 446.22 FEET; THENCE S.03036'07"E., A THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE,THROUGH A CENTRAL \ THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 26°30'00" A DISTANCE OF DISTANCE OF 837.27 FEET TO A NON -TANGENT INTERSECTION WITH A CURVE ANGLE OF 36°03'45", A DISTANCE OF 138.47 FEET TO APOINT,OF'TANGENCY THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 141.07 FEET TO A CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 927.20 FEET AND A RADIAL S.46006'02" Vile, A DISTANCE OF 67.01 FEET TO A POINT OF CURVATURE OF A CURVE-�24°44'16", A DISTANCE OF 757.73 FEET TO A POINT OF TANGENCY; THENCE POINT OF TANGENCY; THENCE S.03 30 00 E., A DISTANCE OF 71.15 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST, BEARING OF S.21002'02"W., At SAID INTERSECTION; THENCE SOUTHEASTERLY, CONCAVE TO�THE NORTHWEST, HAVING A RADIUS OF �200.00 FEET; THENCE SA:4 712"W., A DISTANCE OF 118.52 FEET TO A POINT OF CURVATURE OF A CURVE HAVING A RADIUS OF 2195.00 FEET; THENCE SOUTHERLY, ALONG THE ARC OF SAID ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33012'23", A SOUTHWESTERLY, ALONG THE ARC OF/SAID CURVE, THROUGH A CENTRAL ANGLE CONCAVE TO�THE NORTHWEST, HAVING A RADIUS OF 355.00 FEET; THENCE CURVE, THROUGH A CENTRAL ANGLE OF 07009'18", A DISTANCE OF 274.11 FEET TO A DISTANCE OF 537.37 FEET TO THE NORTHWESTERLY CORNER OF WATER OF 34°44'52" A DISTANCE OF 121:29 FEET TO A POINT OF TANGENCY THENCE/ ° SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE POINT OF TANGENCY; THENCE S.10 3918 E., A DISTANCE OF 300.60 FEET TO A POINT MANAGEMENT TRACT-3 (WMT-3), AS SHOWN ON VERANO SOUTH P.U.D. 1 POD D - S.80°50'54"W.\A DISTANCE-OF-105.90 FEET TO A POINT OF CURVAT,URE�OF�A CURVE ° �\ i OF CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF PLAT NO. 2, AS RECORDED IN PLAT BOOK 95, PAGES 17 THROUGH 26, INCLUSIVE, OF CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 215.00 FEET; THENCE O j 21 01 I , A DISTANCE OF 130.25 FEET TO A POINT OF COMPOUND CURVATURE 1680.00 FEET; THENCE SOUTHERLY ALONG THE AR SAID PUBLIC RECORDS; THENCE CONTINUE SOUTHEASTERLY ALONG THE ARC OF SOUTHWESTERLY ALONG THE ARC -OF SAID CURVE THROUGH�A CENTRAL ANGLE OF A CURVE CONCAVES TO THE NORTHEAST HAVING A RADIUS OF 50.00 FEET; C OF SAID CURVE, THROUGH A 1-1 CENTRAL ANGLE OF 10 40 32 , A DISTANCE OF 313.02 FEET TO A POINT OF SAID CURVE, AND THE SOUTHWESTERLY BOUNDARY LINE OF SAID VERANO SOUTH OF `40°45'14", A DISTANCE OF 152.93 FEET TO A POINT OF/TANGENCY; ` THENCE THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL TA ° TANGENCY; THENCE S.21 19 50 E., A DISTANCE OF 160.05 FEET TO A POINT OF P.U.D. 1 - POD D - PLAT NO. 2, THROUGH A CENTRAL ANGLE OF 22036'40", A DISTANCE S.40005'40"W., A DISTANCE OF 249.92 FEET TO A POINT OF CURVATURE OF A,CURVE�ANGLE 107°15'21", A DISTANCE OF 93.60 FEET TO A POINT OF REVERSE CURVATURE CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF NOTE: OF 365.91 FEET TO A POINT OF TANGENCY; THENCE S.13 08 55 E., ALONG SAID CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 300.00 FEET; THENCE OF A CURVE,CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 1430.00 FEET 820.00 FEET; THENCE SOUTHERLY, ALONG THE ARC OF SAID CURVE, THROUGH A THIS PLAT HAS BEEN REVIEWED FOR COMFORMITY TO CHAPTER 177, PART 1 FLORIDA STATUTES BY SOUTHWESTERLY BOUNDARY LINE OF VERANO SOUTH P.U.D. 1 - POD D -PLAT NO. 2, SOUTHERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL,ANGLE�OF / N, CENTRAL ANGLE OF 05°2016", A DISTANCE OF 76.39 FEET TO A POINT OF TANGENCY; A PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY OR UNDER CONTRACT WITH THE CITY OF A DISTANCE OF 233.14 FEET TOGA POINT OF CURVATURE OF A CURVE CONCAVE TO 53037'56", A DISTANCE OF 280.82 FEET TO A POINT OF COMPOUND CURVATURE OF A THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL 1 . i THENCE S.15059'34"E., A DISTANCE OF 104.89 FEET TO A POINT OF CURVATURE OF A PORT ST. LUCIE. THE NORTHWEST, HAVING A RADIUS OF 290.66 FEET; THENCE SOUTHERLY, ALONG CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 1250.00 FEET THENCE ANGLE�OF 10014'43", A DISTANCE OF 255.70 FEET TO A POINT OF REVERSE CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 230.00 FEET; THENCE THE ARC OF SAID CURVE, AND ALONG SAID SOUTHWESTERLY BOUNDARY LINE OF -SOUTHERLY, ALONG THE ARC OF SAID CURVE, ,,THROUGH A CENTRAL�ANGLE CURVATURE,OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 50.00 SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE SURVEYOR'S VERANO SOUTH P.U.D. 1 - POD D -PLAT NO. 2, THROUGH A CENTRAL ANGLE OF 07 15 54 , A DISTANCE OF 158.50 FEET TO A POINT"OF COMPOUND GURVAT,URE OF A FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRALOF 92°40'32" A DISTANCE OF 372.02 FEET TO A POINT F OR $ NOTES: O COMPOUND CURVATURE 53 10 31 , A DISTANCE OF 269.76 FEET TO ANON -TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 250.00 FEET; .THENCE / / ° � OF A ANGLE OF 78 33 59 ,.,A DISTANCE OF 68.56 FEET TO A POINT OF REVERSE CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 22500.00 FEET; 1. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE OF FLORIDA POWER AND CURVE CONCAVE TO THE ° SOU�HWEST, HAVING A RADIUS OF 342.74 FEET AND A SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH7A CENTRAL ANGLE �� THENCE WESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE CURVATURE OF Q CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF ° , LIGHT EASEMENT AS RECORDED IN OFFICIAL RECORDS BOOK 348; PAGE 993, AND THE RADIAL BEARING OF S.67 02 02 W., AT SAID INTERSECTION; THENCE SOUTHERLY, 44 28 36 , A DISTANCE OF 194.07 FEET TO A POINT OF /TANGENCY; THENCE _ ALONG THE ARC OF SAID CURVE, AND ALONG SAID SOUTHWESTERLY BOUNDARY S.65016'46"E., A DISTANCE OF 73.67 FEET TO A POINT OF CURVATURE OF A �80.00 FEET THENCE NORTHERLY. ALONG THE ARC OF SAID CURVE THROUGH 00 18 52 , A DISTANCE OF 123.46 FEET TO A POINT OF COMPOUND CURVATURE OF A NORTHWESTERLY BOUNDARY LINE OF VERANO SOUTH P.U.D. 1 - POD D - PLAT NO. 6, AS RECORDED CURVE ° \ ` UGH A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 1070.00 FEET; THENCE IN PLAT BOOK 130, PAGES 17 THROUGH 24, INCLUSIVE, BOTH OF THE PUBLIC RECORDS OF ST. LUCIE LINE OF VERANO SOUTH P.U.D. 1 - POD D - PLAT NO. 2, ALSO BEING THE NORTHERLY CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 550.00 FEET; THENCE CENTRAL ANGLE OF 20 22 24 , A DISTANCE OF 241.80 FEET TO A POINT OF WESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE 07°00'10", ° BOUNDARY LINE OF TRACT "CA-2", AS SHOWN ON VERANO SOUTH - POD G =PLAT SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF ° \ < ° COUNTY, FLORIDA, HAVING A GRID BEARING OF N.44 46 02 E. BEARINGS AND COORDINATES SHOWN . NO.3, AS RECORDED IN PLAT BOOK 101, PAGES 25 THROUGH 33, INCLUSIVE, OF SAID 06°52'46", A DISTANCE OF 66.04 FEET TO A POINT OF TANGENCY TANGENCY, THENCE N.10 3045 E., A DISTANCE OF 141.25 FEE TO A POINT OF A DISTANCE OF 130.78 FEET TO A POINT OF TANGENCY, THENCE S.84 0000 W., A HEREON, REFER TO THE STATE PLANE COORDINATE SYSTEM, NORTH AMERICA DATUM OF 1983 THENCE CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF DISTANCE OF 368.33 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO (HAD 83 -'90) FOR THE EAST ZONE OF FLORIDA. ALL BEARINGS BEING RELATIVE THERETO. PUBLIC RECORDS, THROUGH A CENTRAL ANGLE OF 25029'17", A DISTANCE OF 152.47 S.58023'59"E., A DISTANCE OF 51.77 FEET TO THE NORTHWESTERLY CORNER OF LOT i ► THE SOUTHEAST HAVING A RADIUS OF 1680.00 FEET THENCE WESTERLY, ALONG FEET TO A POINT OF A "NON -TANGENT INTERSECTION; THENCE ALONG THE 1, AS SHOWN ON VERANO SOUTH - POD G - PLAT NO. 4, AS RECORDED IN PLAT BOOK 820.00 FEET; THENCE NORTHERLY, ALONG THE ARC OF -SAID CURVE, THROUGH A ° BOUNDARY LINE OF TRACT "CA-2", AS SHOWN ON SAID PLAT OF VERANO SOUTH - 113, PAGES 11 THROUGH 23, INCLUSIVE, OF SAID PUBLIC RECORDS; THENCE ALONG CENTRAL' ANGLE OF 21°05'16", A DISTANCE OF 301.80 FEET TO A POINT OF THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 07 52 00 , A DISTANCE OF 2. NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE 230.66 FEET TO A POINT OF TANGENCY; THENCE S.76°08'00"W., A DISTANCE OF 717.09 SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN POD G -PLAT N0.3 FOR THE FOLLOWING COURSES; THENCE S.89°48'15"W., A THE BOUNDARY OF LOTS 1 THROUGH 11, LOT 223, LOT 224, AND A PORTION OF TANGENCY; THENCE N.31°36'01"E., A DISTANCE' OF 4479.16 FEET; THENCE FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST DISTANCE OF 122.29 FEET; THENCE N.89055'03"W., A DISTANCE OF 27.56 FEET; TRACT "R-1" OF SAID VERANO SOUTH - POD G PLAT NO. 4 FOR THE FOLLOWING ° I ! r AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. ° N.58 23 59 W., A DISTANCE OF 137.00 FEET; THENCE N.31 36 01 E., A DISTANCE OF HAVING A RADIUS OF 2305.00 FEET; THENCE WESTERLY, ALONG THE ARC OF SAID THENCE N.85°32'40"W., A DISTANCE OF 110.46 FEET TO A POINT OF CURVATURE OF A COURSES; THENCE S.31 36 01 W., A DISTANCE OF 104.12 FEET TO A POINT OF ` ' ' ' CURVE THROUGH A " 151.97 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST CENTRAL ANGLE OF 03 06 26 , A DISTANCE OF 125.00 FEET TO A 3. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 237.00 FEET; THENCE CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF \ % � \ / / --� POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS,,OF 12.00.,FEET;�THENCE EASTERLY, ALONG THE ARC OF -SAID THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1180.00 FEET THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A 11 �� / � HAVING A RADIUS OF 450.00 FEET; THENCE NORTHWESTERLY, ALONG THE ARC OF 11°43'17", A DISTANCE OF 48'48 FEET TO A POINT OF TANGENCY; THENCE CENTRAL ANGLE OF 21°05'16", A DISTANCE OF 434.30 FEET TO A POINT OF CURVE, THROUGH A CENTRAL ANGLE OF 86°37'20"; A DISTANCE OF 18.14 FEET TO A ' / SAID CURVE, THROUGH A CENTRAL ANGLE 58°51'38", A DISTANCE OF 462.29 FEET TO N.73049'23"W., A DISTANCE OF 1$5.64 FEET TO A POINT OF CURVATURE OF A CURVE TANGENCY; THENCE S.10°30'45"W., A DISTANCE OF 141.25 FEET TO A POINT OF POINT OF TANGENCY, ALSO BEING THE POINT OF BEGINNING PARCEL = 2. \ 4. THIS PLAT IS SUBJECT TO THE FOLLOWING EASEMENTS OF RECORD: A POINT OF TANGENCY; THENCE N.41°53'56"W., A DISTANCE OF 174.29 FEET TO THE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 237.00 FEET; THENCE CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF / / ' ' A. GRANT OF EASEMENT BLUE STREAM COMMUNICATIONS, LLC, OFFICIAL RECORDS BOOK 4833, PARCEL - 2 CONTAINING: 535,071 SQUARE FEETiOR 12.284 ACRES. NORTHEAST CORNER OF TRACT "CA-9", OF VERANO SOUTH - POD G - PLAT NO. 4 AND PAGE 187. NORTHWESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE 320.00 FEET; THENCE SOUTHERLY, ALONG THE ARC OF SAID CURVE, THROUGH A THE SOUTHEAST CORNER OF, LOT 296, PARCEL 1 OF AFOREMENTIONED VERANO OF 18°19'49", A DISTANCE OF 75.82 FEET TO A POINT OF REVERSE CURVATURE OF A CENTRAL ANGLE OF 05011'28", A DISTANCE OF 28.99 FEET TO A POINT OF COMPOUND TOGETHER WITH: B. DECLARATION FOR ASTOR CREEK, OFFICIAL RECORDS BOOK 5089, PAGE 1022. 1 , SOUTH - POD G -,PLAT NO. 7, THENCE ALONG THE BOUNDARY OF LOTS 296 CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 160.00 FEET; THENCE CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF THROUGH 316, AND TRACTS -CA-8- THROUGH "CA-9" OF SAID PLAT OF VERANO PARCEL - 3: 5. ALL PLATTED UTILITY EASEMENTS SHALL PROVIDE THAT SUCH EASEMENTS SHALL ALSO BE WESTERLY AL N O O G THE ARC OF SAID CURVE ..THROUGH A CENTRAL ANGLE OF 50.00 FEET; THENCE WESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A �� SOUTH - POD G - PLAT/NO. 7, FOR THE FOLLOWING COURSES: N.41°53'S6"W., A 51°57'24", A DISTANCE OF 145.09'FEET TO A POINT OF COMPOUND CURVATURE OF A CENTRAL ANGLE 112°01'18", A DISTANCE OF 97.76 FEET TO A POINT OF A / EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE , BEING A PORTION OF SECTION 32, TOWNSHIP 36 SOUTH, RANGE 39_EAST, AND DISTANCE OF 87.99 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 101.00 FEET; THENCE NON -TANGENT INTERSECTION; THENCE S.48°15'50"W., A DISTANCE OF 210.92 FEET SECTIONS 5 AND 6, TOWNSHIP 37 SOUTH RANGE 39 EAST ST. LUCIE-COUNTY, NORTHEAST HAVING,,A RADIUS OF 350. TELEVISION SERVICES; PROVIDED, HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, 00 FEET; THENCE NORTHERLY, AND ALONG MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE SOUTHWESTERLY, ALONG THE ARC OF .SAID CURVE, THROUGH A CENTRAL ANGLE TO ANON -TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE NORTHEAST, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 47 23 56 , A DISTANCE OF 19008'47", A DISTANCE OF 33.75 I FEET TO A POINT OF 'REVERSE CURVATURE OF A HAVING A RADIUS OF 780.00 FEET AND A RADIAL BEARING OF N.48°15'50"E., AT SAID FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 212.00 FEET; THENCE INTERSECTION; THENCE SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE FEET FEET TO A POINT OF TANGENCY; THENCE N.05°30'00"E., A DISTANCE T EST, EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY IT SHALL 6 FEET TOGA POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST,� E WESTERLY, ALONG THE ARC CIF SAID CURVE 'THROUGH A CENTRAL ANGLE OF THROUGH A CENTRAL ANGLE OF 03°44'12", A DISTANCE OF 50.87 FEET TO A POINT OF COMMENCE AT AFOREMENTIONED REFERENCE POINT'"B", BEING THE_NORTHWEST HAVING/A RADIUS F SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL NOT APPLY TO THOSE PRIVATE _.. 44 01 57 , A DISTANCE OF 162.92 FEE TO A POINT OF TANGENCY; THENCE A NON -TANGENT INTERSECTION; THENCE S.44°31'38"W., ADISTANCE OF 150.00 FEET CORNER OF PARCEL 1 VERANO SOUTH POD G - PLAT ND ,AS RECORDED IN PLAT T � O 1445.00 FEET; THENCE NORTHERLY, ALONG THE ARC OF SAID EASEMENTS GRANTED T f CURVE, THROUGH A CENTRAL ANGLE OF 14 30 00 , A DISTANCE OF 365.69 FEET TO A O OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER N.82033'48"W., A DISTANCE OF 206.34 FEET TO A POINT OF CURVATURE OF A CURVE TO A NON -TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE NORTHEAST, BOOK 127 PAGES 9 THROUGH 24 INCLUSIVE OF THE PUBLIC RECORDS -OF ST. LUCIE POINT OF TANGENCY THENCE N.09 00 00 W PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION MAINTENANCE AND OPERATION SHALL C E A DISTANCE -OF 136.56'FEET TO A POINT CONCAVE TO THE SOUTH, HAVING A RADIUS OF 588.00 FEET; THENCE WESTERLY, HAVING A RADIUS OF 930.00 FEET AND A RADIAL .BEARING OF N.44031'38"E., AT SAID � / OF CUIRVATURE OF A � COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED B COUNTY, FLORIDA, ALSO BEING A POINT ON THE EASTERLY LINE OF A 200.00 FOOT , CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF Y THE FLORIDA PUBLIC ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 12°5T58", A INTERSECTION; THENCE SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE ` t 1805.00 FEET; THENCE NORTHERLY, ALONG THE ARC OF SAID -CURVE, THROUGH A SERVICE COMMISSION. DISTANCE OF 133.06 FEET TO I POINT OF TANGENCY; THENCE S.84°28'14"W., A THROUGH A CENTRAL ANGLE OF 01°56'48", A DISTANCE OF 31.60 FEET TO A POINT OF FLORIDA POWER AND LIGHT EASEMENT AS RECORDED IN OFFICIAL RECORDS BOOK ° v CENTRAL ANGLE OF 07 01 15 , A DISTANCE OF 22,1�18 FEET TO A POINT OF DISTANCE OF 117.77 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO REVERSE CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A 767, PAGE 2767, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE 6. NOTE: TH THE NORTHEAST, HAVING A RADIUS OF 1262.00 FEET; THENCE WESTERLY, ALONG RADIUS OF 50.00 FEET THENCE SOUTHERLY ALONG T ° /TANGENCY, ALSO BEING THE POINT OF BEGINNING PARCEL - 3. E DOCUMENT DECLARATION FOR ASTOR CREEK (ASTOR CREEK PROPERTY OWNERS ° G HE ARC OF SAID CURVE 5.01 5845 E., ALONG SAID EASTERLY LINE OF THE 200.00 FOOT FLORIDA POWER AND PARCEL - 3 CONTAINING: 2,391,884 SQUARE FEET OR 54.910 ACRES. ASSOCIATION, INC.)" RECORDED IN OFFICIAL RECORDS BOOK 5089, PAGE 1022, PUBLIC RECORDS THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 33 45 07 , A DISTANCE OF THROUGH A CENTRAL ANGLE OF 84 5510 , A DISTANCE OF 74.11 FEET TO A POINT OF LIGHT EASEMENT A DISTANCE OF 1037.47 FEET; THENCE N.88°01'15"E. DEPARTING / OF SAINT LUCIE COUNTY ' FLORIDA AFFECTS THE PROPERTY AS SHOWN, WHEREAS THE GOLF 743.42 FEET TO A POINT OF TANGENCY; THENCE N.61 °46'39"W., A DISTANCE OF 147.87 TANGENCY; THENCE S.37°30'00"W., A DISTANCE OF 18.42 FEET TO THE 'T.OTAL PARCELS 1 THROUGH 3 CONTAINING: 19 237,266.73 SQUARE FEET OR 441.627 SAID EASTERLY LINE, A DISTANCE OF 418.00 FEET TO A POINT OF TANGENCY OF A .COURSE TRACTS ARE NOT INCLUDED IN THE DESCRIPTION OF SAID DOCUMENT. (SEE SHEET 16) FEET TO A POINT OF .CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST, SOUTHWESTERLY CORNER OF LOT 223 OF SAID VERANO SOUTH -POD G -PLAT NO. 4 ACRES. HAVING A RADIUS OF 12.00 FEET' SAID POINT BEING REFERENCE POINT "A THENCE AND THE NORTHWESTERLY CORNER OF LOT 225, PARCEL 1, AS SHOWN ON CURVE ON THE BOUNDARY OF SAID PARCEL 1, VERANO SOUTH - POD G PLAT NO. 7, 11 NORTHERLY, ALONG THE ARC 8F SAID CURVE, THROUGH A CENTRAL ANGLE OF VERANO SOUTH - POD G - PLAT NO. 7, AS RECORDED IN PLAT BOOK 127, PAGES 9 AND THE POINT OF BEGINNING PARCEL - 3; THENCE ALONG THE BOUNDARY OF 83°17'00", A DISTANCE OF 17.44I!FEET TO A POINT OF REVERSE CURVATURE OF A THROUGH 24, INCLUSIVE, OF SAID PUBLIC RECORDS; THENCE ALONG THE LOTS 316 THROUGH 383, AND TRACTS CA-10 THROUGH CA-19, AND TRACT CA-40, OF CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 843.00 FEET; THENCE BOUNDARY OF LOTS 225 THROUGH 254, AND TRACTS "CA-V THROUGH "CA-4" :OF SAID PLAT, FOR THE FOLLOWING COURSES; THENCE N.01 °58'45"W., A DISTANCE OF �-_ NORTHERLY, ALONG THE ARC F SAID CURVE THROUGH A CENTRAL ANGLE OF SAID VERANO SOUTH - POD G -PLAT NO. 7 FOR THE FOLLOWING COURSES; THENCE �, N 02°15'08' E., A DISTANCEOOF282 28 FEET TO A POINT OF TANGENCY; THENCE CONTINUE S.37030'00"W., A DISTANCE OF 49.43 FEET TO A POINT OF CURVATURE OF 420.32 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST, �. �> 2.z FEET TO THE SOUTHWEST CORNER OF TRACT A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 720.00 FEET; THENCE HAVING A RADIUS OF 145.00 FEET; THENCE NORTHEASTERLY, ALONG THE ARC OF "CA-28", BEING THE BOUNDARY OF PARCEL - 2, AS SHOWN ON VERANO SOUTH - POD WESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 86°03'12 A DISTANCE OF 217.78 FEET G - PLAT NO. 7, AS RECORDED IN PLAT BOOK 127, PAGES 9 THROUGH 24, INCLUSIVE, 66040'00 A DISTANCE OF 837.76 FEET TO A POINT OF TANGENCY; THENCE TO A POINT OF TANGENCY; THENCE N.84°04'27"E., A DISTANCE OF 100.29 FEET TO A SURVEYOR &MAPPER $CERTIFICATE .I OF SAID PUBLIC RECORDS; THENCE ALONG THE BOUNDARY OF LOTS 848 THROUGH N.75050'00"W., A DISTANCE OF 370.79 FEET TO A POINT OF CURVATURE OF A CURVE POINT OF CURVATURE OF A CURVE U E CONCAVE TO THE SOUTHEAST, HAVING A THIS IS TO CERTIFY THAT THE PLAT SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION 900, AND TRACTS "CA-28" THROUGH "CA-39", AND A PORTION OF TRACT R-2" OF SAID CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 750.00 FEET; THENCE � VERANO SOUTH - POD G -PLAT NO. 7 FOR THE FOLLOWING COURSES; THENCE WESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF RADIUS OF 390.00 FEET; THENCE EASTERLY, ALONG THE ARC OF SAID CURVE, O�A-SURVEY,MADE UNDER MY RESPONSIBLE DIRECTION AND SUPERVISION; THAT SAID SURVEY IS S.87°44'52"E., A DISTANCE OF 503.59 FEET TO A POINT OF CURVATURE OF A CURVE 20°05'33", A DISTANCE OF 263.01 FEET TO A POINT OF TANGENCY; THENCE THROUGH A CENTRAL ANGLE OF 04°45'20", A DISTANCE OF 32.37 FEET TO A POINT OF ACCURATE TO� HE BEST OF MY KNOWLEDGE AND BELIEF; THAT PERMANENT REFERENCE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 1180.00 FEET; THENCE S.84°04'27"W., A DISTANCE OF 362.83 FEET TO A POINT OF CURVATURE OF A CURVE COMPOUND CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A MONUMENTS ("P.R.M.S"), HAVE BEEN PLACED AS REQUIRED BY LAW, AND THAT PERMANENT EASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 150.00 FEET; THENCE RADIUS OF 50.00 FEET; THENCE SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE, CONTROL POINTS ("P.C.P.S"), AND MONUMENTS ACCORDING TO SEC. 177.091(9), F.S., WILL BE SET 26 1719 , A DISTANCE OF 541.41 FEET TO A POINT OF REVERSE CURVATURE OF A WESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF THROUGH A CENTRAL ANGLE 97005'50", A DISTANCE OF 84.73 FEET TO A POINT OF UNDER THE GUARANTEES POSTED WITH THE CITY COUNCIL OF PORT ST. LUCIE FOR THE REQUIRED CURVE CONCAVE TO THL: SOUTHWEST, HAVING A RADIUS OF 50.00 FEET; THENCE 47°39'37", A DISTANCE OF 124.77 FEET TO A POINT OF TANGENCY; THENCE IMPROVEMENTS; AND, FURTHER, THAT/THE SURVEY DATA COMPLIES WITH ALL THE REQUIREMENTS EASTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF N.48°15'56"W., A DISTANCE OF 130.52 FEET; THENCE S.88001'15"W.; A DISTANCE OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A OF CHAPTER 177, FLORIDA STATUTES, AS'AMENDED, AND THE ORDINANCES OF THE CITY OF PORT 72°57'29", A DISTANCE OF 63.67'FEET TO A POINT OF REVERSE CURVATURE OF A 58.00 FEET TO A POINT ON THE EASTERLY LINE OF THAT 200.00 FOOT FLORIDA RADIUS OF 1430.00 FEET; THENCE SOUTHERLY, ALONG THE ARC OF SAID CURVE ST. LUCIE, FLORIDA, THIS 3 1 DAY OF % YKA4 6' 0 , 2026. CURVE CONCAVE TO THE NORT EAST, HAVING A RADIUS OF 980.00 FEET; THENCE POWER AND LIGHT EASEMENT, AS RECORDED IN OFFICIAL RECORDS BOOK 767, THROUGH A CENTRAL ANGLE OF 18015'37", A DISTANCE OF 455.74 FEET TO A POINT / SOUTHEASTERLY, ALONG THE Akc OF SAID CURVE THROUGH A CENTRAL ANGLE OF PAGE 2676 OF SAID PUBLIC RECORDS, SAID POINT ALSO BEING REFERENCE POINT OF TANGENCY;THENCE S.12°20'00"E. 'A DIS TANCE OF 330.00 FEET TO A POINT OF / 37°23'50", A DISTANCE OF 639.65 FEET TO A POINT OF REVERSE CURVATURE OF A "B" AND THE NORTHWEST CORNER OF PARCEL 1, VERANO SOUTH - POD G - PLAT CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 50.00 FEET; THENCE NO. 7, AS RECORDED IN PLAT BOOK 127, PAGES 9 THROUGH 24, INCLUSIVE, OF THE / SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE N.01 °58'45"W., ALONG 1320.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A GARY A. RACER, 'P.S.M. 36°22'53", A DISTANCE OF 31.75'FEET TO A POINT OF REVERSE CURVATURE OF A SAID EASTERLY LINE OF THAT 200.00 FOOT FLORIDA POWER AND LIGHT EASEMENT, CENTRAL ANGLE OF 15-10'00", A DISTANCE OF 349.41 FEET TO A POINT OF /' / / LICENSE NO. LS4828 CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 213.00 FEET; THENCE A DISTANCE OF 3323.47 FEET TO A POINT ON THE SOUTHEASTERLY LINE OF THAT TANGENCY; THENCE S.02050'00"W., A DISTANCE OF 96,00 FEET TO A POINT OF SURVEYOR'S SEAL STATE OF FLORIDA NORTHEASTERLY, ALONG. THE ?^_RC OF SAID CURVE THROUGH A CENTRAL ANGLE OF FLORIDA POWER AND LIGHT EASEMENT, AS RECORDED 1N OFFICIAL RECORDS BOOK CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 227010'31", A DISTANCE OF &-; -4 FEET TO A POINT OF REVERSE CURVATURE OF A 348, PAGE 993 OF SAID PUBLIC RECORDS; THENCE THE FOLLOWING COURSES BEING 430.00 FEET; THENCE SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH I F CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 620.00 FEET; THENCE ALONG SAID SOUTHEASTERLY LINE OF FLORIDA POWER AND LIGHT EASEMENT; A CENTRAL ANGLE OF 119001'00", A 'DISTANCE OF 893.21 FEET TO A POINT OF NORTHWESTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE N.44°46'01"E., A DISTANCE OF 609.13 FEET; THENCE S.04°13'00"E., A DISTANCE OF TANGENCY; THENCE N.63°49'00"E., A DISTANCE OF 188.11 FEET TO A POINT OF OF 57-36-10", A DISTANCE OF 623.32 FEET TO A POINT OF TANGENCY; THENCE 66.11 FEET; THENCE N.44046'12"E., A DISTANCE OF 1795.70 FEET; THENCE 11 / N.31 °40'00"W., A DISTANCE OF 386.70 FEET; THENCE S.58°20'00"W., A DISTANCE OF S.89°40'25"W., A DISTANCE OF 35.41 FEET; THENCE N.44°46'02"E., A DISTANCE OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF www.GeoPoint.o19 Licensed Business 210.00 FEET; THENCE S.31 °40'00"E., A DISTANCE OF 65.36 FEET; THENCE 939.98 FEET TO THE POINT OF BEGINNING PARCEL -1. 550.00 FEET; THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH No.: LB 7768 S.58020'00"W., A DISTANCE OF 150,00 FEET; THENCE S.31°40'00"E., A DISTANCE OF PARCEL -1 CONTAINING: 16310311.13 SQUARE FEET OR 374.433 ACRES. A CENTRAL ANGLE OF 16°12'22", A DISTANCE OF 155.57 FEET TO A POINT OF - , , 20.00 FEET TO A POINT OF CURVATU"� '0F A CURVE CONCAVE TO THE NORTHWEST, TANGENCY; THENCE N.80°01'22"E., A DISTANCE OF 211.20 FEET TO A POINT OF - F HAVING A RADIUS O50.00 FEET, THENCE SOUTHERLY, ALONG THE ARC OF SAID TOGETHER WITH: CURVE, THROUGH A «NTRAL ANGLE OF 103018'12", A D"ZTANCE OF 90.15 FEET TO A CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF POINT OF COMPOUND CURVATURE OF A CURVE CO. ,-VE TO THE NORTHWEST PARCEL-2: 485.00 FEET; THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH / A RADIUS OF 820.00 "EET; THENCE WESTERLY, ALONG THE ARC OF SAID BEING A PORTION OF SECTION 32, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE A CENTRAL ANGLE OF 106°16'22", A DISTANCE OF 899.58 FEET TO A POINT OF THIS INSTRUMENT PREPARED BY I . , HAVING �O int CURVE, THROUGH A CENTRAL ANGLE 20036'56", A DISTANCE OF 295.04 FEET TO A COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: TANGENCY; THENCE N.26°15'00"W., A DISTANCE OF 537.99 FEET TO A POINT OF GARY A. RACER, P . S . M . POINT OF TANGENCY; THE CE N.87°44'52"W., A DISTANCE OF 329.70 FEET TO A POINT LS4828 STATE OF FLORIDA. �� I OF CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF COMMENCE AT AFOREMENTIONED REFERENCE POINT "A"; THENCE S.26°57'26"W., ,q CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF GEOPOINT SURVEYING, INC . 4152 West Blue Heron Blvd 50.00 FEET; THENCE NORTHWESTERLY, ALONG THE ARC OF SAID CURVE AND SAID Suite 1061 DISTANCE OF 146.04 FEET TO A POINT ON THE SOUTHWESTERLY LINE OF TRACT 4152 WEST BLUE HERON BOULEVARD, SUITE 105, �c' era Beach, Flortda'33404 RIVIERA BEACH, FLORIDA 33404 . ne"(561) 444'2720 "CA-3", AS SHOWN ON VERANO SOUTH - POD G -PLAT NO. 3, AS RECORDED IN PLAT CERTIFICATE OF AUTHORIZATION N0. LB7768 PSLUSD #1 I-652-36H CITY OF PORT ST. LUCIE PROJECT NO. (P25-118) Si H E E'T 1 OF 16 SHEETS --------- PLAT BK 141 PG 2 ,n UC1 ASTOR CREEK GOLF COURSE PLAT �S� B DPLAT BOOK I� L BEING A PORTION OF SECTIONS 29, 31 AND 32, TOWNSHIP 36 SOUTH, c ws CROSSTOWN RANGE 3 9 EAST v� PARKWAY AND SECTIONS S AND 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST SITE DELRIo BLVD. PACE - CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. o N FILE NO. Z TRADITION GATLIN PARKWAY BLVD. Q DATE x �A LOCATION MAP TIME No Scale CERTIFICA E OF OWNERSHIP AND DEDICATION STATE of FcoRlDa CERTIFICATE OF OWNERSHIP AND DEDICATION (CONTINUED) COUNTY OF S "LUCIE 10. THE DRAINAGE EASEMENTS (D.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED ON A NON-EXCLUSIVE BASIS KNOW ALL M N BY THESE PRESENTS THAT ASTOR CREEK�DEVELOPMENT, LLC. OWNERF THE'LAND TO THE ASTOR CREEK PROPERTY OWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS,FOR DRAINAGE DESCRIBED AND PLATTED HEREIN AS ASTOR CREEK GOLF COURSE PLAT, HAS/CAUSED--THE SAME TO BE AND ACCESS PURPOSES, AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SURVEYED AND PLATTED AS SHOWN HEREON AND DO HEREBY DEDICATE AS FOLLOWS: SUCCESSORS AND/OR ASSIGNS. 1. THE UTILITY EASEMENTS(U.E.),AS SHOWN HEREON, ARE HEREBY DEDICATED ON/NON-EXCLUSIVE BASIS TO FLORIDA POWER AND LIGHT COMPANY, ITS SUCCESSORS AND ASSIGNS, AS PRIVATE UTILITY EASEMENTS FOR 11. THE LAKE MAINTENANCE EASEMENTS (L.M.E.) AS SHOWN HEREON ARE HEREBY DEDICATED TO ASTOR CREEK THE PURPOSE IOF INSTALLATION AND MAINTENANCE OF UNDERGROUNDS ELECTRIC UTILITIES ONLY, AND NOT PROPERTY OWNERS ASSOCIATION, INC., ITS SUCCESSORS AND/OR ASSIGNS FOR STORM WATER MAINTENANCE FOR VIDEO C06MUNICATION OR OTHER PURPOSES. AND ACCESS PURPOSES AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND/OR ASSIGNS. 2. THE UTILITY EASEMENTS (U.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED ON A NON-EXCLUSIVE BASIS TO HOME TOWN CABLE TV, LLC, ITS SUCCESSORS AND ASSIGNS, FOR THE PURPOSE OF INSTALLATION AND 12. THE LAKE MAINTENANCE EASEMENTS (L.M.E.) AS SHOWN HEREON ARE HEREBY DEDICATED TO ASTOR CREEK MAINTENANCE OF UNDERGROUND TELEPHONE CABLE, INTERNET; SECURITY LINES AND OTHER CLUB, LLC., ITS SUCCESSORS AND/OR ASSIGNS FOR STORM WATER MAINTENANCE AND ACCESS PURPOSES AND TELECOMMUNICATION SERVICES. SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND/OR ASSIGNS. 3. THE UTILITY EASEMENTS (U.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED ON ANON -EXCLUSIVE BASIS TO 13. TH' E LAKE MAINTENANCE EASEMENTS / PROPERTY OWNERS ASSOCIATION (L.M.E./POA) AS SHOWN HEREON ASTOR CREEK PROPERTY OWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, FOR THE PURPOSE OF ARE HEREBY DEDICATED TO ASTOR CREEK PROPERTY OWNERS ASSOCIATION, INC., ITS SUCCESSORS AND/OR INSTALLATION AND MAINTENANCE OF UNDERGROUND TELEPHONE CABLE, INTERNET, SECURITY LINES AND ASSIGNS FOR STORM WATER MAINTENANCE AND ACCESS PURPOSES AND SHALL BE THE PERPETUAL OTHER TELECOMMUNICATION SERVICES. MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND/OR ASSIGNS. 14. COMMON AREA//TRACTS "CA-E" "CA-G" AND "CA -I" AS SHOWN HEREON ARE HEREBY DEDICATED TO ASTOR 4. THE UTILITY EASEMENTS (U.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED IN FAVOR OF THE CITY OF PORT ' ST. LUCIE, FLORIDA, ITS SUCCESSORS AND/OR ASSIGNS, FOR ACCESS TO, AND INSTALLATION AND MAINTENANCE CREEK/PROPERTY OWNERS ASSOCIATION, INC., FOR OPEN SPACE, LANDSCAPE, AND STORM WATER OF PUBLIC UTILITY FACILITIES, INCLUDING BUT NOT LIMITED TO, WATER AND WASTEWATER LINES AND MANAGEMENT, QUIRPOSES, AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS APPURTENANT FACILITIES THE CITY OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE SUCCESSORS AND/OR ASSIGNS. AN ACCESS AND MAINTENANCE EASEMENT OVER TRACTS "CA-E", "CA-G", AND OBLIGATIONS FOR SAID EASEMENT EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY "CA -I", AS�SHOWN'HEREON, IS HEREBY DEDICATED TO VERANO # 5 COMMUNITY DEVELOPMENT DISTRICT, ACTING THE CITY OF PORT ST. LUCIE. BY ANDIUNDERDELEGATED AUTHORITY FROM, AND RECEIVING SUCH DEDICATION FOR THE USE AND BENEFICIAL OWNERSHIP OF, THE DISTRICT IN WHICH THE PLATTED LANDS LIE. 5. THE CITY UTILITY EASEMENTS (C.U.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE CITY OF PORT / / ST. LUCIE, ITS SUCCESSORS AND/OR ASSIGNS, FOR ACCESS TO, AND THE INSTALLATION AND MAINTENANCE OF, 15. COMMON AREA TRACTS "CA-F..; "CA-H", AND "CA-J", AS SHOWN HEREON, ARE HEREBY DEDICATED TO ASTOR PUBLIC UTILITIES FACILITIES, INCLUDING BUT NOT LIMITED TO, WATER AND WASTEWATER LINES AND CREEK CLUB, LLC., FOR OPEN SPACE, LANDSCAPE, AND STORM WATER MANAGEMENT PURPOSES, AND SHALL BE APPURTENANT �ACILITIES. THERE SHALL BE NO OTHER PUBLIC OR PRIVATE UTILITY FACILITIES INSTALLED IN, ON, THE PERPETUAL/MAINTENANCE'OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND/OR ASSIGNS. AN OVER, UNDER, R ACROSS THE EASEMENT AREA WITHOUT THE CITY'S WRITTEN PERMISSION. THERE SHALL BE ACCESS AND MAINTENANCE EASEMENT OVER TRACTS "CA-F", "CA-H", AND "CA-J", AS SHOWN HEREON, IS HEREBY NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED TO, LANDSCAPING CONSTRUCTED WITHIN THE DEDICATED TO VERANO # 5 COMMUNITY DEVELOPMENT DISTRICT, ACTING BY AND UNDER DELEGATED BOUNDARIES OF THE EASEMENT AREA WHICH WOULD RESTRICT THE OPERATION AND MAINTENANCE OF, OR AUTHORITY /FROM, /AND RECEIVING SUCH DEDICATION FOR THE/USE AND BENEFICIAL OWNERSHIP OF, THE WHICH MAY IN ANY MANNER RESULT IN HARM TO, THE CITY'S FACILITIES. ASTOR CREEK PROPERTY OWNERS DISTRICT INIWHICH'THE PLATTED LANDS LIE. ASSOCIATION, INC., ITS SUCCESSORS AND/OR ASSIGNS, SHALL OWN, MAINTAIN, REPAIR AND REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY EASEMENT, WHICH ARE NOT PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED OR DESTROYED BY THE CITY OF PORT ST. LUCIE; ITS SUCCESSORS AND/OR ASSIGNS, DESIGNEES OR CONTRACTORS IN THE OPERATION, MAINTENANCE OF, OR ACCESS TO, THE CITY'S FACILITIES. THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS OR ASSIGNS, SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY IMPROVEMENTS, WHICH ARE CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IN THE EVENT, SUCH VIOLATING IMPROVEMENTS ARE NOT REMOVED UPON REQUEST, THEY SHALL BE SUBJECT TO REMOVAL BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR ASSIGNS, DESIGNEES OR CONTRACTORS WITHOUT LIABILITY OR RESPONSIBILITY THEREFORE. THE CITY OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENT EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY OF PORT ST. LUCIE. 6. GOLF COURSE TRACT "1" THROUGH GOLF COURSE TRACT "8", AS SHOWN HEREON, ARE HEREBY DEDICATED TO ASTOR CREEK CLUB, LLC., FOR OPEN SPACE, LANDSCAPE, AND STORM WATER MANAGEMENT PURPOSES, AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND/OR ASSIGNS. IN WITNESS WHEREOF, ASTOR CREEK DEVELOPMENT, LLC., A FLORIDA•LIMITED LIABILITY COMPANY, HAS AN ACCESS, MAINTENANCE, AND DRAINAGE EASEMENT OVER GOLF COURSE TRACT "1" THROUGH GOLF COURSE CAUSE HESE PRESENTS 0 B IGNE S MANAGER THIS � DAY'OF_ / 4CLe,6k , 2026. TRACT "8" AS SHOWN HEREON, IS HEREBY DEDICATED TO VERANO # 5 COMMUNITY DEVELOPMENT DISTRICT, ACTING BY AND UNDER DELEGATED AUTHORITY FROM, AND RECEIVING SUCH DEDICATION FOR THE USE AND / BENEFICIAL OWNERSHIP OF, THE DISTRICT IN WHICH THE PLATTED LANDS LIE. ASTOR_CREEK'DEVELOPMENT, LLC.; WITNE A FLORIDA LIMITED LIABILITY COMPANY VERANO # 5 COMMUNITY DEVELOPMENT DISTRICT SHALL HAVE THE RIGHT BUT NOT THE OBLIGATION TO MAINTAIN ✓ �� ANY PORTION OF THE DRAINAGE SYSTEM WITHIN THIS PLAT, INCLUDING LAKES, DRAINAGE EASEMENTS AND THE u BY: KOLTER HOMES GROUP LLC/FLORIDA DRAINAGE FACILITIES LOCATED THEREIN. (PRINT N'A'MI OF WITNESS) LIMITED LIABILITY COMPANY, ITS SOLEMANAGER /+ J3 1 !C( &4C� �VdAlr. <0" 500VIV THE CITY OF PORT ST. LUCIE SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO CONSTRUCT AND MAINTAIN ANY PORTION OF THE DRAINAGE SYSTEM WITHIN THESE TRACTS AND EASEMENTS WHICH IS ASSOCIATED WITH A ESS 33'�/ Qj NAME: c�c G (1_.SM 141'1 DRAINAGE FROM CITY RIGHTS -OF -WAY. NESS TITLE: �Afla4G� 7. TRACTS "A", 'B", "C", AND "D" SHOWN ON THIS PLAT ARE THE PROPERTY OF ASTOR CREEK DEVELOPMENT, LLC. AND RESERVE FOR FUTURE DEVELOPMENT. Se��a� G Sk (PRINT NAME OF WITNESS) 8. THE STORMWATER MANAGEMENT TRACTS WMT-1 THROUGH WMT-8, WMT-11 THROUGH WMT-15, AND WMT-17 �c"a d% THROUGH WMt-20, AND WMT-22, AS SHOWN HEREON ARE HEREBY DEDICATED TO ASTOR CREEK CLUB, LLC., FOR *A- 53�11g STORM WATER MANAGEMENT AND MAINTENANCE PURPOSES, AND SHALL BE THE PERPETUAL MAINTENANCE ADDRESS OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND/OR ASSIGNS. AN ACCESS AND MAINTENANCE EASEMENT OVER STORM WATER MANAGEMENT TRACTS WMT-1 THROUGH WMT-8, WMT-11 THROUGH WMT-15, AND DEDICATION ACKNOWLEDGMENT WMT-17 THROUGH WMT-20, AND WMT-22, AS SHOWN HEREON, IS HEREBY DEDICATED TO VERANO # 5 COMMUNITY DEVELOPMENTI DISTRICT, ACTING BY AND UNDER DELEGATED AUTHORITY FROM, AND RECEIVING SUCH STATE OF FLORIDA DEDICATION FOR THE USE AND BENEFICIAL OWNERSHIP OF, THE DISTRICT IN WHICH THE PLATTED LANDS LIE. COUNTY OF ST. LUCIE IK 9. THE STORMWATER MANAGEMENT TRACTS WMT-9 AND WMT-10, AS SHOWN HEREON ARE HEREBY DEDICATED THE FOREGOING CERTIFICATE OF DEDICATION WAS ACKNOWLEDGED BEFORE ME BY MEANS OF TO ASTOR CREEK PROPERTY OWNERS ASSOCIATION, INC., FOR STORM WATER MANAGEMENT AND MAINTENANCE PHYSICAL PRESENCE OR ❑ONLINE NOTARIZATION THIS DAY 3� OF Marcie , 2026, BY _SC0.Y\ S�fY11ti/% MANAGER OF KOLTER HOMES GROUP LLC, A FLORIDA LIMITED PURPOSES, AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS , AND/OR ASSIGNS. AN ACCESS AND MAINTENANCE EASEMENT OVER STORM WATER MANAGEMENT TRACTS WMT-9 LIABILTY COMPANY, SOLE MANAGER OF ASTOR CREEK DEVELOPMENT, LLC., A FLORIDA LIMITED LIABILITY AND WMT-10, AS SHOWN HEREON, IS HEREBY DEDICATED TO VERANO # 5 COMMUNITY DEVELOPMENT DISTRICT, COMPANY, ON BEHALF OF THE COMPANY, WHO EXECUTED THE FOREGOING CERTIFICATE OF DEDICATION, ACTING BY AND UNDER DELEGATED AUTHORITY FROM, AND RECEIVING SUCH DEDICATION FOR THE USE AND WHO DK IS PERSONALLY KNOWN TO ME OR ❑ HAS PRODUCED AS IDENTIFICATION. BENEFICIAL OWNERSHIP OF, THE DISTRICT IN WHICH THE PLATTED LANDS LIE. MY COMMISSION EXPIRES: 51 a3 I aO a9 NOTARY PUBLIC Notary Public State of Florida I<atetyn R Langley PRINT NAME: Ka1.tIl n Lgnq � AnnMy Commission HH 67464 22 — Expires 5/23/2029 www.GeoPoint.org Licensed Business No.: LB 7768 GAO int 41 S2 West Blue Hero Blvd Suite 106 Riviera Beach, Florida 33404 Pho�,(S61) 444-2720 PSLUSD 911-652-36H CITY OF PORT ST. LUCIE PROJECT NO. (P25-118) SHEET/2 OF 16 SHEETS PLAT BK 141 PG 3 _ LEwEs� PLAT BOOK ASTOR CREEK GOLF COURSE PLAT G BEING A PORTION OF SECTIONS 29, 31 AND 32, TOWNSHIP 36 SOUTH, RANGE 39 EAST w5 PARKWAWN 4 v� PARKWAY DELRIo BLVD. PACE AND SECTIONS S AND 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST srrE Q CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. d N a FILE NO. z TRADITION GATLIN w PARKWAY BLVD. Q DATE oQ H> �u LOCATION MAP a TI M E No Scale ACCEPTANCE O DEDICATION STATE OF FLORIDA COUNTY OF ST. LUCIE ASTOR CREEK PROPERTY OWNERS ASSOCIATION, INC., HEREBY ACCEPTS THE DEDICATIONS OF UTILITY EASEMENTS (U.E.), CITY UTILITY EASEMENT'(C:U.E.), DRAINAGE EASEMENTS (D.E.)�LAKE MAINTENANCE EASEMENTS (L.M.E.), LAKE MAINTENANCE EASEMENTS PROPERTY OWNERS ASSOCIATION/L.M.E./POA), WATER MANAGEMENT TRACTS WMT-9 AND WNMT-10, TRACTS "CA-E", "CA-G", AND "CA -I", DEDICATED AS SHOWN HEREON, AND HEREBY ACCEPTS ITS MAINTENANCE OBLIGATIONS FOR SAME AS STATED HEREON, DATED/ THISTM' DAY OF �YJr-i► 2026. / EK PROPERTY OWNERS ASTOR CRE ASSOCIATION, INC!, A FLORIDA CORPORATION NOTj FOR PROFIT 1 WITNESS \ TITLE CERTIFICATION BY: C,ri Sfi h cr _ � ACCEPTANCE OF DEDICATION (PRINT NAME OF WITNESS) NAME:.�/16I'1 L I �.iLfiE� �i � / STATE OF FLORIDA COUNTY OF ST. LUCIE TITLE: STATE OF FLORIDA COUNTY OF ST. LUCIE THE UNDERSIGNED, �� I • DULY LICENSED IN THE STATE OF FLORIDA, PURSUANT TO WITNESS LY KNOWN AS MONTAGE RESERVE #5 COMMUNITY SECT O 177.041(2), FLORIDA STATUTES, DOES HEREBY CERTIFY THA BASED ON TITLE REPORT BY DEVELOPME NT- DISTRICT FORMER " C MUNITY DE 2026: THE VERANO #5 COM 11A n ` DEVELOPMENVDISTRICT`A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER VC /�►C U84-(C _T lI L E DATED AS OF THE �_ DAY OF r "' Ktn t� 190, FLORIDA/STATUTES (DISTRICT #5), ACTING BY AND UNDER DELEGATED AUTHORITY FROM, AND RECEIVING (PRINT NAME Ok WITNESS) SUCH DEDICATION&OR THE USE AND BENEFICIAL OWNERSHIP OF SUCH OF THE DISTRICTS (AS DEFINED IN THE ABOVE DESCRIBED DISTRICT INTERLOCAL�AGREEMENT) IN WHICH THE PLATTED LANDS LIE, IN ACCORDANCE WITH (A.) THE RECORD TITLE TO THE LANDS AS DESCRIBED AND SHOWN HEREON IS IN THE NAME OF ASTOR CREEK THE DISTRICT INTERLOCAL AGREEMENT. DEVELOPMENT, LLC., THE ENTITY EXECUTING THE DEDICATION. / (B.) ALL MORTGAGES ARE SATISFIED OR RELEASED OF RECORD. 1. ACCEPTS THE DEDICATIONS OF, UTILITY EASEMENTS, MAINTENANCE EASEMENTS, DRAINAGE EASEMENTS, AND (C.) PURSUANT TO THE FLORIDA STATUTE SECTION 197.192, ALL TAXES HAVE BEEN PAID THROUGH THE YEAR 9;W . ENT TO ACC EPTANCE OF DEDICATIONS INGRESS, AND EGRESS EASEMENTS SHOWN OR DESCRIBED HEREON AND SPECIFICALLY DEDICATED TO THE (D.) ALL ASSESSMENTS AND OTHER ITEMS HELD AGAINST SAID LAND HAVE BEEN SATISFIED. ACKNOWLEDG VERANO #�5 COMMUNITY�DEVELOPMENT DISTRICT"FOR THE,PURPOSE OF PROVIDING UTILITIES, DRAINAGE AND (E.) THERE ARE ENCUMBRANCES OF RECORD BUT THOSE ENCUMBRANCES DO NOT PROHIBIT THE CREATION OF THE SURFACE WATER MANAGEMENT BUT DOES -NOT ACCEPT ANY OTHER RIGHT-OF-WAY EASEMENT, TRACT OR ANY SUBDIVISION DEPICTED BY THIS PLAT. STA TE OF FLORIDA OTHER"INTEREST IN REAL ESTATE OTHERWISE DEDICATED.TO THE PUBLIC. COUNTY OF ST. LUCIE / / /, \ //� /PHYSICAL 2. ACCEPTS ANON-�CLUSIVE, INGRESS, EGRESS, DRAINAGE, MAINTENANCE AND UTILITY EASEMENT OVER ALL THE FOREGOING ACCEPTANCE OF DEDICATION WAS ACKNOW DG BEFORE ME BY MEANS OF [la' I 1 WATER MANAGEMENT TRACTS AND COMMON AREA TRACTS AS SHOWN OR DESCRIBED HEREON. PRESENCE OR ❑ ONLINE NOTARIZATION THIS DAY 7 OF 2026, BY01 thr R /f O ASTOR CREEK PROPERTY OWNERS A SOCIATION, INC., A FLORIDA CORPORATION ,NOT LANDS DESCRIBED HEREON St I AS CONSENTS TO THE PLATTING OF THE LA 2 l�i� C 2026. BY: FOR PROFIT, WHO O IS PERSONALLY KNOWN TO ME OR ❑ HAS PRODUCED 3. CO �� DATED: THIS 7� DAY OF Q IDENTIFICATION. THE RECORDING IN THE OFFICE IOF THE COUNTY CLERK OF ST. LUCIE COUNTY, FLORIDA OF THE WITHIN PLAT SHALL TERMINATE, WITH RESPECT TO�THE LANDS EMBRACED, HEREBY, ALL OBLIGATIONS OF DEDICATION,`BUT NAME; '�� MY COMMISSION EXP RES: t 7r 0' o �^�'` NOT THE OBLIGATION OF COMPLETION SET FORTH IN THAT CERTAIN AGREEMENTTO DEDICATE AND COMPLETE NOTARY PUBLIC PUBLIC INFRASTRUCTURE, DATED AS OF DUNE 30, 2015,,AND RECORDED4N OFFICIAL RECORDS BOOK 3762, PAGE 11 �-Q.(' 2389 OF THE PUBLIC RECORDS OF ST`LUCIE COUNTY,FLORIDA TITLE: S VI oli'P �O PRINT NAME: Daw^ Qtce mean DATED THIS 3!'DAY OF A-pYi 2026. r-J12 : (,uA/S-r9ffA Y0/:��tYfi S'��tk/A A7 �•,...,.� DAWN M.ACKERMIW Commission #HH528200 APPROVAL OF THE CITY OF PORT ST. -LUCIE: oF�oP�O� Expires September7,2028 ATTEST: VERANO #5 COMM NI COPMENT DISTRICT STATE OF FLORIDA BY: %�(• BY ACCEPTANCE OF DEDICATION _ y _ COUNTY of ST. LUCIE NAME: �''! urs �� 1�-a+NAME jcv ( � IT IS HEREBY CERTIFIED THAT THIS PLAT OF ASTOR CREEK GOLF COURSE PLAT, HAS BEEN OFFICIALLY APPROVED 7- L ` \ FOR RECORD BY THE CITY OF PORT ST. LUCIE, FLORIDA AND ALL DEDICATIONS TO THE CITY HEREIN ARE ACCEPTED STATE OF FLORIDA TITLE:Si$h-+- S{(f e�lt TITLE: FOR THE RECORD BY THE CITY OF PORT ST. LUCIE, THIS �_ DAY OF PyQC�� , 2026. COUNTY OF ST. LUCIE ASTOR CREEK CLUB, LLC., HEREBY ACCEPTS THE DEDICATIONS OF GOLF COURSE TRACT "1" THROUGH GOLF CITY OF PORT ST. LUCIE: COURSE TRACT "8 WATER MANAGEMENT TRACTS WMT-1 THROUGH WMT-8, WMT-11 THROUGH WMT-15, AND JESUS MEREJO, CITY MANA ER WMT-17 THROUGH WMT-21, LAKE MAINTENANCE EASEMENTS (L.M.E.), TRACTS "CA-F", "CA-H AND "CA-J", DEDICA TED AS SHOWN HEREON, AND HEREBY ACCEPTS ITS MAINTENANCE OBLIGATIONS FOR SAME AS STATED HEREON, DATED THIS ( DAY OF II�la/fin 2026. ACKNOWLEDGMENT TO ACCEPTANCE OF DEDICATIONS ATTEST: 0 Qj.r • CIA LLY WA CI Y CLE K/ Ll ASTOR CREEK CLUB, LLC. STATE OF FLORIDA A FLORIDA LIMITED LIABILITY COMPANY COUNTY OF ST. LUCIE THE FOREGOING ACCEPTANCE OF DEDICATION WAS ACKNOWL DGED BEFORE ME BY MEANS OF f- PHYSICAL WITNE ("gr PRESENCE OR Cl ONLINE NOTARIZATION THIS DAY of .1 2026, BY CERTIFICATION OF APPROVAL CLERK OF THE CIRCUIT COURT BY: iW'` OF, VERANO # 5 COMMUNITY DEVELOP ENT DISTRICT. WHO10SPERSONiLLY KNOWN -D AS IDENTIFICATION. STATE OF FLORIDA tj / `, G� C TO ME OR ❑ HAS PRODUCED (PRINT NAME F WITNESS) ; NAM'E: �GIC� �� I�n ; � COUNTY OF Si. LUCIE /� MY COMMISSION EXPIRES: �C��S L,�.� CC..-G�- I. MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT OF ST. LUCIE COUNTY, FLORIDA, DO HEREBY CERTIFY THAT TITLE: f l 1Gn v r/Avk6�' Z2� 3.\3 NOTARY PUBLIC THIS PLAT\HAS BEEN EXAMINED, AND THAT IT COMPLIES IN FORM WITH ALL THE REQUIREMENTS OF THE LAWS OF a5 ESS FLO IDA PERTAINING '0 MAPS AND PLATS, AND THAT THIS PLAT HAS BEEN FILED FOR RECORD IN PLA BOOK PRINT NAME: r. r1 4LLESe �!�a.� 1 _,NPAGE(S) i OF THE PUBLIC RECORDS,OF ST. LUCIE �COUNTY, FLORIDA, THIS DAY SPSS� C� C �� ,, tr�r ►�e O F QC t�i ,\ �, 2026. :° .••••••�4 DAWN M.ACKERMAN � PRINT NAME OF WITNESS)Commission I HH 528200 (w • Me' Expires September 7, 2028 IC LE R. MI LLER ACKNOWLEDG ENT TO ACCEPTANCE OF DEDICATIONS CLERK of THE CIRCUIT COURT ST. LUCIE COUNTY, FLORIDA1,`' TE OF FLORIDA z STA COUNTY OF ST. LUC E _k THE FOREGOING AC EPTANCE OF DEDICATION WAS ACNOWLEDGED BEFORE ME BY MEANS OF IK PHYSICAL PRESENCE OR ElONLINE NOTARIZATION THIS DAY 3l OF M0.rC n _, 2026, BY Shah sm {� , OF ASTOR CREEK CLUB, LLC., A FLORIDA LIMITED LIABILITY COMPANY, WHO x IS PERSONALLY KNOWN TO ME OR ElHAS PRODUCED i AS IDENTIFICATION. PLAT BK 141 PG 4 ASTOR REEK GOLF COURSE PLAT / BEING A PORTION OF SECTIONS 29, 31 AND 32, TOWNSHIP 36 SOUTH, RANGE 39 EAST AND SECTIONS S AND 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. LEGEN/D P.B. -- ---/ Plat Book S.F.W.M.D- -- --- --- South Florida,,Waite Management District P:O.B. --------- po/nt/of Beginning C.U.E. --- ------ City Utility Easement I� - - - - - - D.I E. - - drain ag Easement L.M.E. ---------ake/Maintenance EasementU. E. - - - - - Uti%ty Easement WMT --------- Stormwater Management Tract R/W-�-- -- Right -of -Way P.U.D. Planned Unit Development P. C. - - - - Point of Curvature P. T. - - - - - - - - Poin t of Tangency P. C. C_ - - - - - - - - Point of Compound Curvature 200 100 0 100 200 P. R. C. - - - + - - �oint of Reverse Curvature N.T.C. Non -TangentSCALE: 1 = 100' Curvature N. T.1. -- ------ Non -Tangent Intersection R - ---- -- Radius L -- - --�- Arc Length D -- ------ Delta -Central Angle CB ---- - Chord Bearing L C -- ---- --IChord Length ---- -- Radial -- -* -�- Cr (NR) Non -Radio/ NORTHWESTERLYBOUNDARY,gNoo�.8., - OF VERANO SOUTH P.U.D. 0 C. M. - - - - - I - - G on cre to Monument PLAT NO.6 (P.B.130, PG(s).17-24) I `� sus i NORTHWESTERLY CORNER OF r ,' LB - - �- - - Licensed Business � ,' , ► VERANO SOUTH P.U.D.1- POD D A, j P.O.B.-PAR =CEL 1 ,� I PLAT NO.6 (P.B.130, PG(s).17-24) ® _ _ - _ _ _ _ indicates (PRM) Permanent t� N:1082513 3742 ,' Reference Monument-4 x4 oG , i , �� VERANO SOUTH Concrete Monument LB7768 E:831514.0813 , i Unless Otherwise Noted / �� \ �G ,' i sT& II ��o,`�� , ' P.UPLATNO 6D rI ) NORTHWESTERLY CORNER OF '� ,' i g y��. / (P.6.130, PG(s).17-24) Indicates found (PRM) Permanent VERANO SOUTH P.U.D.1- POD D',- i ; I� OF IPLIAT ❑ - - - PLAT NO.6 (P.B.130, PG(s). 17-24) i s �.\P�� Reference Monument-4 x4 ,' >> JQ��• r , Concrete Monument LB7768 o GQ;'' \ IMITS Unless Otherwise Noted oG O' r'O O OF PLAT ( ) o O ✓ 30 29 - - - - - I S45' 13'58"E 31�2 ection Corner 30.00,Iet Mag Nail & Disk LB7768 imoo• �� .. �\ o� 8.00 U. E. s O - - - - t Ma Nail' & Disk Stomped REF. PRM LB7768 LIMITS %i R• �s o�.�s�- ` ��pNo G O �c�� 1 R=76.00 '� L.M.E. e 9 P i , A F ` . 9��Q 5� ��°' SM D - - - - -e t Ma Nai/ & Disk OF PLAT / �,, �\ �\ v O 4 O • » 1IIP ��`Q L=90,67' S1 1'03'12» E ��\ k" � i Off'/ s ��` GL �.Q O REJ�: -----� Referen�e '', SEE DETAIL „A., /�� T.C. OS ,�L � � � `� �'91- �J��O�Q-��' D=68 21 32 / � , ��- � (RADIAL) �% � ,� o��> � c��.o� �• r � , � S22'50 32 E \� ' (THIS SHEET) C�z,h`O' �',� �� s�i ��-- (RADIAL) 0' / �� Ao�oG ,' 1 R=68.00' ` ��,Z•^1 '� %ice/' / //�� N.TcC• 53.15' Qc��`��'0 0 ��,'�','i _ I- /�\ �� yO�'LpsJ �` / G•� "CA F'TRACT ,� O?� D=4446'52" TRACT"A" Sb. ,.Q,� P ..GP' X� i - `� /,o�'o'Q(� '� GP `, . '� .00' C.U.E. 61 Gi'QG' _ `-R!D 8 �� `� / ,00 / `� ,'/ OLF COURSE 1 'Lp TRACT 1 06 Q� �• �0 Q � `N44'46'02"E �� - s �� 'p� , O� 468.83' ��fr'obl �, �C,P `o . oo ` \ 28.00 �� N45'13 58» W , oo L. M . E. y F. 50.00 O �• �` 5 �� 7 5� g� P5 P.T. I r' � �.• s I s 8 � , � o o , 0 � : z ni I r,, -D =� �'S1(j,�' �,F\ O �2� J'� ` �°C9>,�9,L1'� ` \ sue& K,I Lo C:__ w Z co "� Q o 0 (5p G � I`fl _ (0 0')N �( `� P.C. 6,, �\ � �jGj��l, �\ QPP,'� � o C° c R=157.00' N:1081846.0148 G S89'40'25"W = P=178.10 O S .oF SOUTH LINE1 Or E:830852.1227 '�� 35.41; D=64'59'42" .00srti boo �` 9�.� �j�0000� "o 0 S.E. 1 /4 SEC. 30 !' SOUTH LINE OF S.W. 1 /4 SEC. 29, S51' 19 01 E R=462.00' o �� D 29 N.T.C. T. �' s J TWP 36 S RGE 9 E TWP 36 S, RGE 39 E 95.34 - - - - - - - - - - - - - - - - (TIE) - -----� - - 121.89 - - - - - - - - - - - ` - - - \ - - l�vp+�. - - NORTH LINE 0 NORTH LINE OF N.W. 1 /4 SEC. 32, D-15 07 00 » �'� N.E. 1 /4 SEC. 1,' 3 / T.C. '� COURSE "A" `� N50'03� 56 E �' 32 TWP 36 S, RGE 39 E S89 40 25'tiV GOLF CO\ ORF ?? TWP 36 S, RGE 9 'E 35.41 ' X1 ` f-RAD 48 TRACT "1" TRACTP.C. �\ 150.00 N50'03'S6"E (TIE) i ` {29.156 AC. ±) 155.001A ,' G' � T.I. � » AD 49 N.T.I. (21.878 AC. ±) \ Q' N51' 16 51 E `� (TIE) 45.99 S4713 44» E `� 90.26'51 ' 'L•o�9 I`n +�w D�• 1 R=98.00 cil w 0 L=12.07' 93.48' ., sQO•D_7'03 27» D=72 3408.N.T.C. �• < <' '� N.T.C. R=204. O cP a M 1 Q�� „�O (TIE) RAD 5 '��'' �`�`�`. ,o1p�-9`SS•- 9 1 ` `-RAD 47 _ �. S •6'>.c7, w 1 0 �.-137.71 O F F ,� ,.G `L ` N24'30 05 W WMT - 5 D=38.40 42 >�'Go ''Li � �cp� o�A> o o Q� •� ,'` 68.21 ' \� (11.025 AC. ±) �\ �� es� 9�J 6' Uj z Cl- SOUTHEASTERLY LINE OF +'�G �VfO,y�? FLORIDA POWER AND LIGHT . kr0 '�� D� ,SG� GOLF COURSE �� , P.T. O- EASEMENT (O.R.B. 348, PG. 993) k '� • 5 TRACT "1" R=380.00 20.00'� T I �`9� _ (N �Ac �9 (21.878AC. ±) L=77.05' 20.00 L.M.E. S05'13'46"E cn w \ R=1195.00 S�• ` o. O L.M.E. L=310.66 � 6• D=11'37'03" i 106.00' C. 3 ` , R=415.00 R=303.00' ' D=14'53'43" O'' O 'G o0 �. �O J� N12'25 01 W 18 - R=1430.00 99 O L=185.77' i L=630.61 8' F LIMITS F G T.C. (TOTAL) D=25' 16'00" C. , �� OF PLAT .� \ 95.37' �1 D=25'42'14" D=35'07'39' - AD 51 (TOTAL) ` . ` jr(TOTAL) (TOTAL) _ SH-4 I<--- SH-5 I SH-6 ------------ I ----- SH-7 I I I I � �I SH-14 j SH-8C::D I � I i -------- -+ ---- -- - II ia - - - - - - -- .:kl i i SH-13 i SH-9 WW II 3;: p� IZw Q �I OI- l----------- - - - - - - - J X_ I I OJ II i i I I I � I SH-10 �I I SH-12 II I I KEY MAP I � I sH-11 --------- (NOT TO SCALE) L 1 _%------- --� 1 ` PLAT BOOK L PAGE q DETAIL 'A" (SCALE,• 1 "_ 100) Radial Bearing Table No. Bearing RAD 8 S80'47'42"W RAD 47 N 63' 10' 17"E RAD 48 S3T48'41 "E RAD 49 S36.11'05"W RAD 50 S43'35'00"W RAD 51 N84'56'55"E www.GeoPoint.org Licensed Business No.: LB 7768 eO int 4152 Wet Blue Heron Blvd Suite I06 Riviera Beach, Flo iida-3--3404 Phone: (561) 444-2720 �SHEET �4 OF 16 SHEETS PLAT BK 141 PG 5 �I SH-4 ' L- l/-------- SH-5 SH76 I SH-7 / I d I� SH-14 I / /i SH`� II I i i SH-13 , SH-9 BIZ i t � OLLJ V) II Q ll J �F- LrL --- -------- r 0J L, II i I II SH-10 I SH-12 I I � � II � KEY MAP i �' SH-11 - - J NOT TO SCALE L-\----------- i ASTOR CREEK GOLF COURSE PLAT BEING A PORTION OF SECTIONS 29, 31 AND 32, TOWNSHIP 36 SOUTH, RANGE 39 EAST AND SECTIONS S AND 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. DETAIL „B„ (SCALE.' I "_ 100) DETAIL "C" (SCALE 1 „_ 100) r SOUTHEASTERLY LINE OF ,,�,P SOUTHEASTERLY LINE OF FLORIDA POWER AND .� FLORIDA POWER AND LIGHT EASEMENT G LIGHT EASEMEN (O.R.B. 348, PG. 993) (O.R.B. 348, PG. 993) ,• / GOLF COURSE � TRACT ��1OF IPLIAT OG °O' F1 R=76.00' ��.p��1 L=90.23' �/ O1`b Q�\P��, GP �� c�Q��c�Qp' D=68*01'16 ,' �'�� G' � S 1 1' 13, 10 E U.E. (RADIAL) ,� Q� � G� ' ' <QP�O 8.00' - Q�P O�Q-P �, 20.00 ,-- , ) �`� C� , L.M.E. S23'07'09"E ct�(RADIAL) •� ��Q�1� , OF (PLAT ,' R=68.00� 5�r�� S45'23'50"E =52.48 Q� (TIE TO , C 00 �,' �O D=44' 13' 19" REFERENCE PRM) C!�O' �00 .00' C.U.E. ; G ------ WMT-6 TRACT "C" ,, 28.00' 11VRIIT`9 L.M.E./POA ,- ----- MATCH LINE - SHEET 4 � . �, ® � wee �a a � �a ® �� 0 GOLF COURSE � O �. TRACT „1„ � R=415.00' .0 b clO J• (21.878 AC. ±) =186.18' lQ �4 �00 , , \ �d G L=346.83' D=25' 42' 14" i 41 D=93'17'3g'� (rj� (TOTAL) WMT - 5 I 1 91. , LO 5<, O / 0,1&0'19'10" `� ,' (11.025 AC. ±) OO �y1 p`��: X1 .' S41'24 54» E L,596.00' � .'--RAD 46 N� po �Q��10 o •' \-RAD N51'52'45"E til G X� ti'`' 20.00' �`O a� N.T.C. N.T.C. 8.00' 0 ��ryQ'INqj, f��cy"� ` �r L.M.E. �N,/��a 53 R=213.00' D- 0 1 '\ `.� ,' ��!� RAD 45-\, , , 61.16' N89' 1 O'37" W ' o D=16'27'03" Cp• 9y. 1 �� 8.00' i � �°� 1` � P Gj!`�,�QS' / WMT - 6 L 10.46' ; \ � • 28.00' JQ�`�• ( .G �� ' D=2 48'45" P.T. �. L.M.E. (3.386 AC. ±) / (TIE) SO1'59'22"E \ • 6 ,�QSo , I R=105.00 S00'49'23"W ' 41.54' �\ k _ =88.03 / 1 O tK \ - ` �kk �°j ��^• b N84'58t23"E D=48'02'006,4.98 P.C. O �`n '� , LIMITS ,�'S !J o 66.54 L=82.25' ' / O�'A�� 1 OF PLAT II � /R=80.00 i , „ o i �N86*32'43" W D-58 54 18� SOUTHEASTERLY LINE OF �� / _ FLORIDA POWER AND LIGHT D L EASEMENT (O.R.B. 348, PG. 993) 195.0 20.00, R= TRACT "B" , L. M.E. '�'`� , P.C.C. (20.252 AC. ± ~ 20.00' O0, - , '1 �� O R=50.00 ) W .30.00' I 50.46' p W N45' 13'48"W D=5T49'23" T.C. 56'4550.00' 15373'CO 9 9 y• Q G �oPG ,� 1 » R=300.00 W '( � � �� N34'44 48 E �°' � �`>> u' , R=97.00' L=87.98' R=2491.010' Z (RADIAL) L=73.46' D=16*48'07" 28.91, T. S40'5855"E GOLF COURSE D=43'23 18 D=6'39'53" 65.22' TRACTRAD 5 "16-b�� 588'35' 15"W N.T.C. (21.878 AC.+ R=159.00N.T.C. u7i 40.18L=73.93 AD 59 C.T. I V N.T.C. o N.T.I. �Q R=320.00 D=26'38 24 Q' _ - 1 L_12 99- L=59.56y I /y6S, L=114.68 P.C.C. - D_41. 39. / GOLF COURSE O ,► ,' . �rL D=10'39 48 SS' `',--RAD 55- - _ �8S TRACT "l �,0?0 S4 13100 E O I 00 �. D=7' 54 59 - _ _ - _ _ o. o 66.11 ' - ,. „ N' TIE N.T.C. 20.00, - , , 06 (21.878 AC. ±) O O tx°c SEE DETAIL B 1 C 23so (TIE) �i R=61.00� L.M.E. N.T.C. O� �g0�j0 �s6. ?- (THIS SHEET) I �; ° =95.47, » w w w w D=89'40 34 S?S' O O cn P.C. RAD 5 2 GFO , �•' C5 T.C. N61'S8'25"E \rrn \°' '��RAD 54 \ N \� S21'24'00"E O �� (RADIAL) ,- w •- w „ RAD 60-� �� T. i O� c� N.T.C. N31'59 59 E os�� 9.92 �o�' z U z N 8.00' ems, o C. �t` . - C. WMT - 7 S00'49' 19 "W `J-�:9 R=50.00' a ` �0 /' ', / °� D=23?416. 0 to Q ►� (3.507 AC. ±) 53.26' �� '- T.I. L=61.70 » R=5 S�. TRACT ��C» w w o �� . �� D=70'42 14- I // oG xi1 L-53.73' 8°0--�' (34.612 AC. t) J I �6 Q�.1, N. oPG. » R� 36 1 �6s000' RAD 6 i 10��'� 'S4' T.I.\ TRACT "B„ D=14* 27 16 , °' D��/ / {TIE) P.R.C. \ \ �680Soo2 1 '9 ��1 S�\ \ RAD 62 �� N�O°' 1 (20.252 AC_±)� R=213.00' I I 0 \), .T. L=124.34' P.T. TRACT »C» �. \ 28.00' C2 ,,� ��°� �� R� 79 j 6 / 2 (34.612 AC. ±) L. M M. E. RAD 6 v O� S cOj9 TRACT ,' 27pS�3 C4 D-2145 37" D=33'26 47 �6S'SS 00• R=470.00' �`� » N.T.C� N.T.C. A S .O �J _I 28.00 S 0 S32'29 06 E 0, >. �- �•• �- (34.612 AG. ±) �' r�, �. ° (TIE) R=1280.00 4�j,1, L=187.98' ` p ,, L=52.58 sr ' 445.98' WMT - 9 L.M.E./POA » P.R.C. 8.00 GN 00 O �� MATCH\LINE - -� ' R.C. , » P.C. D=22'S4 59 R=50.00' P.C. ��1p0�, D=9'24 54 OFPLAT.ix�O p�Qv1 S2T25'28"W D=19'57 47 (5.676AC. ±) (TOTAL) �, . ''00 R�2°c (TIE) TRACT ��C„ ! SHEET 7 �, `� (RADIAL) 0 �1� (34.612 AC. ±) TOTAL L=66.61 216 17 ` � D=76' 19'41 " Mow R=1280.00, MATCH LINE - SHEET 14 L=507.64 D=22'43'23" ' (TOTAL) Indicates PRM Permanent P.B. ---- Plot Book R W ---- Ri ht-of-Wa ® ----- / 9 y (R) - - - - - Radia/ Reference Monument-4 "x4 " Pg(s). -- Page(s) _ _ _ _ _ Concrete Monument LB7768 P. U. D. Planned Unit Development LEGEND (NR) - - - - - Non -Radial (Unless Otherwise Noted) S.FW.M.D. ---- South Florida Water Management District P. C. ----- Point of Curvature C.M. ----- Concrete Monument _ _ _ _ _ Indicates found PRM Permanent --- of Beginning P. T. Point of Tan enc R Radius LB --- Licensed Business ( ) " " P.O. B. Point "`--- 9 �' ""- Reference Monument-4 x4 C.U.E. ---- City Utility Easement 30 29 __ Concrete Monument LB7768- P.C.C. ----- Point of Compound Curvature L ---- Arc Length 3132 Section Corner (Unless Otherwise Noted) D.E.---- Drainage Easement P. R. C. ----- Point of Reverse Curvature D - - - - - Delta -Cen tra/ Angle Set Mag Nail 8c• Disk LB7768 L.M. E. - - - - Lake Main ten an ce Easement N. T. C. - - - - - Non -Tangent Curvature CB - - - - - Chord Bearing O - - - - - Set Mag Nail &• Disk Stamped REF. PRM L87768 U. E. - - Utility Easement SMGD Set Ma Nail & Disk y N. T.I. ---- Non -Tangent Intersection C ----- Chord Length ----- g WMT - - - - Storm water Management Tract REF. - - - - - Reference PSLUSD #11-652-36H CITY OF PORT ST. LUCIE PROJECT NO. (P25-118) PLAT BOOK kLk PAGE J Radial Bearing Table No. Bearing RAD 45 S68' 19'48"W RAD 46 N51'52'45"E RAD 53 S41'24'54"E RAD 54 N38'43' 11 "E RAD 55 S22'37'22"E RAD 56 N24'26'45"E RAD 57 N01'35'58"E RAD 58 S01'25'43"E RAD 59 N40'39'09"E RAD 60 S31'18'57"W RAD 61 N8533'53W RAD 62 N41'05'47"W RAD 63 N32'29'28"W Curve Data Table No. Radius Arc Delta C1 320.00' 82.39' 14'45'06" C2 95.12' 14.29' 8*36-19" C3 80.00' 62.08' 44'27'32" C4 58.00' 117.49' 116*03'59" C5 58.00' 93.89' 92'44'58" www.GeoPoint.org Licensed Business No.: LB 7768 G A Int 4152 West Blue Heron Blvdz Suite 106 I Riviera Beach, Florida 33404 Phone: (561) 444'2720 SHEET5 OF 16 SHEETS PLAT BK 141 PG 6 ASTOR CREEK GOLF COURSE PLAT PAT BOOK iLkL BEING A PORTION OF SECTIONS 29, 31 AND 32, TOWNSHIP 36 SOUTH, RANGE 39 EAST � AND SECTIONS 5 AND 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST aAce CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. SCALE: 1 100' LINE, -,SHEET 4J. R=1195IMITS .00' `� �O• ' '�-185.77' /L=31,0.66' OF PLAT D=35 07 39 » S D=14 5343 F (TOTAL) (TOTAL) 0� s� \ \ S45' 17'54"E I � /,S' ' 56.07 o T. F` G /-RAD 52�O�`9-� ■ N.T.I. ��r'S.- ` •gyp ! G + \ R=480.00� S 19 „ �� O �6,,�j` p O�,7ip �l�pF'�, 1 128.96 TRACT A� ("jO,AS`�0 O ��,\`GL r- (29.156 AC. ±) T O '6j.0 > ,. ` D=15*23'35"O ' N.T.C. R=200.00' F �'9a`�� D=2'41'53" �, � �\ 60 P.R.C. �) �2� �. N 43' 14' 12"E P.T. SS80?�2, 85.00' 26F '\ 1' (TIE)GOLF COURSE 4,25»E 90'0 0h TRACT "1„ (21.878 AC. 73.00' O(TIE) PC*, \ ��\\ NHO � I I I ��F- I�IIIIIIIIII ' IoI IIII 1�IIII' I � SjIIII�� H-4 7 7 SH-5 SH-6 I SIIi IIII H J-t� 7 � iIirI SH-8 � SH-14 SH-13 SH-9 �z,woN----------- -------- �IO�SH-10 SH-2 KEY MA I'II�L P SH-11 ----------I (NOT TO SCALE ) -1 ---------- J SETA'W" C.M. STAMPED r�\ 20.00' `.\ 0,06,06,, „REFERENCE PRM,LB'7768" � I- L.M.E. ,A .000� '�N28'20'00"H/ W \` WMT - 5 P-T.,78. 2' W So _ \.M E, (11.025AC.±) \�� p,S00, S28'20'00"E `� N; .C.� 3.43' �� CIN61*4040'0000"E� \ �, 00 / (RADIAL) Uj 0 1 Z ;<O �\ s\ S61 OQ E ��9" P.T. _ _C. ` \ J a.0 R=33.00�D�0 - - _ L=54.08' \� S15'22'29"E/i » T. 6.34' T. �� , ,,�,,,00� N89'27'51"E i D=93'53 29 N28'20'00"W 22 ' 11 p�0 V ( P.C. 5 00 , / �6N� p0 52.13 �- T. I- „ 68.86 56- 1� / R=90.00_ S11'29'00"E N.T.I. S78 31 00 W N61'40'00»E ,, / ` - - - 0.36' (TIE) ., - » L=114:65' 1 I 8.00' 72.25' S28'20 00 E » I C. _ N N28'20 00 W 60.00' D=72'59 16 28.00' _ - - - ' ' 86.00' . tV21'24 00"W _ I ' , , _ _ � P.C. � 40.15' \ L.M.E. _ „ r 404.7g y �.T. _ _ _ - 3�'00 E „ 405•�4 g9'' 8 W o -2�� ; k6 , / S 1 T32� »E �� 00 0 'CO L ��•�� Op S61 40 00 W I 139.08� C. �p R=50.00' R=1070.00 c- R�120� ' 72.25 fI o. O L=69.89 L . 68.24» - .T.I. I oo+, 20.00' i ,�� sr. ' L.M.E. IMITS i I D=80'05'00" P.C. D=3 39 14 G� "?'k ,,�,�5'i �$ T. 1 ��\ of PLAT AR�F�ggp� NPI,q7TEp 1 � �252 PG �26g$5 0 2 CN 1 N�/f7j, TRACT „A., oo, y lOGti w w R - ' O. (29.156 AC. ±) cn y�y 7"E OOrn `GOLF COURSE �i2 S. `1 ly,O/N05-34'25"E N.T.C.\-N77*56'1s �w TRACT 2 00=�,' Fig` O / �. `` 190.00 TRACT „g„ (RADIAL) �wOf U �(29.213 AC p'9!!'Qti�` ►' TIE (20.252 AC. ±) c�' z vi L`' P.C. R=345.00, �sw�� j i I ( ) O w i \ .� GOLF COURSE o o P � D=16'29 29 SEE DETAIL D O?J TRACT "Y O. w a 1 0 O-P / I J \\ cfl (10.863 AC. ±) /j, J z cP P.�.� ' (THIS SHEET) v,co• �, 0 I J ��r'• S62' 50 27 E 0 0� orn0cs` o y I 0j,`�"o o, 92.84' /t 0 0 v N 9 •00 O » S05'34'35"W ' I ri rn�cso- <J oo� S46 20 58 E t 90.00' I " LIMITS (TOTAL) 44.9I ' i (TIE) ,� L 90'0 0" \� a s® s ® ss+ �a w ww ®® ® w s,s ® s a w® wass ® ® , ® ® ww. •®ew �® ® ®ww � s® ®A ® w_ �- �� ® ® a w s MATCH LINE - SHEET 7 s3.3s'o7"E MATCH LINE - 837.27 (TO rAL) SHEET.6 MATCH LINE LEGEND SHEET 14 R---------- Radius I P.B.--------- Plat Book L ------ --- Arc Length P9(s)------------ Poge(s) D---------- Delta -Central Angle S.F. W.M D ------ South -Florida Water Management District CB Chord Bearing DETAIL "D (SCALE." % �= 100)I P.O.B. !---------- Point of Beginning C---------- Chord Length C.U.E.---------- City Utility _Easement (R)---------- Radial D.E.---------- Drainage Easement (NR)---------- Non -Radial L.M.E.---------- Lake Maintenance Easement C.M.---------- Concrete Monument U.E.---------- Utility Easement LB ---------- Licensed Business WMT ---------- Stormwater Management Tract ® _---_-_--_ Indicates (PRM) Permanent "x4" Reference Monument-4 R/W---------- Right -of -Way Concrete Monument LB7768 (Unless Otherwise Noted) : P. U. D---------- Planned Unit Development P.C.---------- Point of Curvature ❑ ---------- Indicates found (PRM) Permanent Reference Monument-4 x4 P. T.---------- Point of Tangency Concrete Monument LB7768 (Unless Otherwise Noted) P.C.C.---------- Point of Compound Curvature 30 29 P.R.C.---------- Point of Reverse Curvature 3132 - Section Corner N.T.C.---------- Non -Tangent Curvature O ---------- Set Mag Nail & Disk LB7768 p - - - - - - - - - - Set Mag Nail & Disk Stamped REF. PRM LB7768 N. T./.---------- Non -Tangent Intersection SMGD---------- Set Mag Nail & Disk REF. ---------- Reference PSLUSD #11-652-36H FOUND 4'W" C.M. STAMPED J� REFERENCE PRM LB 7768" ' I \\-UNPLATTED--",\ %�N05'34'25"E &o190.00' (TIE) �OT�SF'S' I g0 0 LIMITS OF PLAT 90'0'0" \ �,_S05'34'35"W 90.00' (TIE) ,I SET 4"x4" C.M. WMT- 1 STAMPED "REFERENCE PRM LB 7768" GOLF COURSE TRACT "2" �\ , Radial Bearing/Table- ,--"No. Bearing RAD 52 / N44'3517"E NII/ CITY OF PORT ST. LUCIE PROJECT NO. (P25-118) www.GeoPoint.org / Licensed Business / No.: LB 7768 4152 West Blue Heron Blvd Suite 106 / ' Riviera Beach, Florida ,33404 Phone:.(561) 444;2720 SHEE j6 OF 16 SHEETS PLAT BK 141 PG 7 I MATCH,LINE - �SHEET-5--iI ASTOR CREEK GOLF COURSE PLAT PLAT BOOK ` BEING A PORTION OF SECTIONS 29, 31 AND 32, TOWNSHIP 36 SOUTH, RANGE 39 EAST AND SECTIONS 5 AND 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST PACE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. SEE DETAIL "D'v MATCH LINE - SHEET 6 (SHEET 6) w w RACT' B (20.252 AC ±) ^ R=50.00' T. " \ 1__S05'34'35"W� P.T. 189.59 L=70.95' » p� S46 20 58 E �' '� _ 90.00' (TIE) �2 ,p0 P.C. f » N28'20 00 W ! ��\� TOTAL 44.95' R=103.00' �� WMT - 1 g6 bo- 5-78 31 D=81 18 27 R=920.00' 399.00' p ?•? (TOTAL) C. ✓I- :.�g'IOOo S6 T.C. R.C. ' T. r�. �OL� ° L=40.38 (13.110 AC. f) 2 9'22 20 W N.T.C. Cg L=306.67 (TOTAL) 1 O], >00.0°, yJ 03 D=2227'45" 20.00' 81.50' I c9 .T.I. AD 33 D=19'05'S7" O N.T.I. y - - - - - (TOTAL) I S68'48'43"E O �� \ L.M.E. N.T.C. ( 71.75 O /' RAD 44A \ GOLF COURSE O O TRACT "3" SET 4"x4" C.M. / L=123.47' R=1280.00 10.863 AC. ± 1 STAMPED °I' S48'0 '001t j`'�a^"�� 'S1T14'30�E , » L=245.41' Jam, ( ) p�� T. "REFERENCE '9� ?.03 762 / , i D=5'31 37 i ?� 0�� l PRM LB 7768" J 200 100 0 100 200 ( OTAL�✓ a �� (RADIAL) (TIE) L1,'�\ D=10'59'07" TRACT „B,� �� I (20.252 AC. u a s I SCALE. 1 = 100 N59'34'27"E `� P.T. S T.C. �8.00 ` °' c3o Off` EAST LINE OF N.W. 1Sf 4 SEC. 132 WEST LINE OF N.E. 1E/4 SEC. 32, 00 NJ1'09'40'tiV "1 1., TWP 36 RGE 39 r TWP 36 S, RGE 39 E O-$ GOLF COURSE I o 00 00 i `\ \ , �. F` TRACT „2„ o ip i � 38. 69 0, 1 (29.213 AC. ±) M,N� \%/ oi9 �r' OF PLAT 1 y0 Q' �0''V�1 N31 '09'40 "�V 1 O p I o Pp �2 ' Js \ o. S, 60 78.30 TRACT ..A,. °, I �R �-°o ` 00 ++�) Sy n� T. I (29.156 AC. ±) C. N.T.C. F. �s 1Q- 'QO 11 Fes'' C. I WMT - 4 \ y$. o. IMITS .� 12 I . ^^;'�Q�. 7.846 AC. OF PLAT RAD 32--1 \� ma's ` tx'`%Q� ( ) O��ss\ �� \�\ \\\ 10 N.T.C. �/ 48, / .54 T.C. u O• ti o. �`� (TIE) o / �\� ��\ R=443.00� - \\Os LIMITS ` �\ L=79, 25, 1 i N49' 1 O'00"E `� O� 03 pip\\? >. I°, T.I. ` - 13 `\,� 9 D=1 O' 14 59 8.00 `� F �� 991 O S31009'40"E ` ` ` �`` ��° o wc� 9 116.99 �� , 1-- ---- �. s O c9 0 o a� N52'4309 W ` ? O ,OO 98.84 . \ R=215.00 > > O �� P.C. VERANO AD 31 ' u O• y�.J ? / L=89.83 oo- I ,�� 3• 14 SOUTH -POD C " T ' '5623.. S� '� o PLAT NO.3 (P.B.101 PG(S. 25-33) D=23 `39 `�' 9i1' 20.00' (NOT A PART OF tHIS PLAT)"`� 9 L.M.E. 28.00'��\ �\�\ �`�',/ 7 / MNoo N19'37'05"W �\AD 30 \. ��o �cF �oO.P.T. I 5..\� .0 84.87 N.T.C. , / L.M.E. - 15 �! �� E `� rn c4 ` 9.�'O�OoGF I � \ � �8 � �p mot• � � O RAD 41 �.' p ,� < ` s %ice- GOLF COURSE 28.00 � p<.' 9�� r,G'�� \\ TRACT "3" I L.M.E. `s\��o,� o,k',o'Oos Q "� I `-RAD 40 \ `,� 5 0 (10'863-AC. ±) 1 p T.1. `� �? O.• �, y �2G> 0 16 N.T.C. �O �A�y�'�' �10.0�00 Sag / BOUNDARY OF I \\ \\ q 7-RAD 29 8 0' BOUNDARY OF VERANO / -� cA / VERANO \ -� /f �• N.T.C. SOUTH - POD G - \!E v Ii SOUTH - POD G. c� �. " PLAT NO.3 (P.B. 101 o,Z 1 �� 'r� ' WMT - . \ S31 40 00 E GOLF COURSE �Q �� sz ` Z 4 PLAT N0.3 P.B.101, 4.721 AC. ± G P F- ��0. �\ PG(s): 25-33) �p..� 17 7�m \� �� PG(s). 25-33� O. 20 00 ( ) \ gyp, I 65.36 W I TRACT "1 + ;P63["�g, \ oc-� Mc4 � ` �\ � � � � (` L.M:E. g8a (50.570 AC. _) 3z'6_ 0\. N ,, N24'00 05 W W o o.�= o.N i .� o , 1�, m� P.C. o. T.C. o �! vet) cv �, 3 27.13 \ AD 28 \ o � 06�I� \f� Nc0 70 _ - IMITS \ N , _ R=257.00' \\ \� N \\ , - 2 _ - I- rr ° 50' OQ '� ,•GP' RAD 3 j i =69.40 � o M \1 18 �1 �,!r - _i- OF PLAT ��. » v`. °z 1 9J _ » -ice �� m - _ _ - _ _ _ - - oo�. N.T.C. _ S31'40 00 E ` �y a'�,�,•GP ;`� c`)- ' W I D-15'28 16 p l�� ! - N R-278.00. 115.43' co �\ �,oN� -- - �� = 8 Z WMT - 4 �� _ - - 60.00 2 R=50 00� �� 4, » (TOTAL) �� S31'40'00"E. �.p` �20 T.C. - _ _ - -N " R/W ��' �, - L=71;99 /I , D=20'42116 `\ 20.00' `� `�OZ'J�` �,�/ ' J RAD 38-f (7.846 AC. ,. gab o i ii D=82 29 48 1 RAD 27 S01'06 44 W LIMITS 19 , P.R:C. - 1 C 1 1 AD 26 , ag J \. _ I „ i � o ' �� \ � VERANAR O�TH APOD G' �\ OF PLAT � P.C. 00 V 95.52' OF PLAT ' iI ', i 1 0 S ,�� - /A PLAT NO.7 (P.B.,127, PG(S). 9-24) �/ C10\ 820.00' R=50.00' N.T.G.\ AD 25 R- p1,. �' �• '�` W Q N.T.I. N89'38 05 W /A1,0 - - - L-2 7 LIMITS OF VERAN 329.Z0\ g4. L=90.15 ` \ G ► SOUTH - POD G -LC, p-20' 32, 3 �' C.C. " ��\ w 20 G�� \ 744 52"til/ _ _ , / _ .3656�' J D=103 18 12 I = 8.00 � PLAT NO.3 (P.B.101, PG(S). 25-33) R=194.00' \� N.T.C.' SOUTHWEST CORNER OF LOT 21 '� P' P C �N01'23'39-'E T. D �??g5.04 VERANO SOUTH - POD G - 0.00 • -' / I L=1 15.97 1- RAD 34 PLAT N0. 3 (P.B.101, PG s)). 25-31) AND IMITS OF PARCEL 2, 8.00 R-82 ag1 t� D=34' 15'00" \ QQ'�� L=27.01 ' ' THE NORTHWEST CORN�R OF TRACT VERANO SOUTH - POD G - L=1i 03' - W SOUTH LINE OF N.W. 1 /4 SEC. 32, �'` 21 "4 A' VERANO SOUTH - POD G - PLAT N0.7 (P.B.127, PG(S). 9-24) 8g3 TWP 36 S, RGE 39 E N.T.C. RAD 3 D=1 22 55 PLAT` N0.6 (P.6.104, PG(S).12 & 13) TRACT \ D 0 04 19 895 894 SOUTH LINE Or N.E. 1 /4 SEC. 32, ; � �0 . , -�� Z - - - = - - - - - ,' l (TIE) I T. - - �� "CA-39- 900- c 89� 898� 897��896/ - - / TWP 36 S, RGE 39 E -�Lo. �� `\ J R=281.00 - �� -� - - - _ NORTH LINE OF S.E. 1 4 SEC. 32 NORTH LINE OF S.W. 1/4 SEC. 32, L-71.29 _ ' ` _ oL , - G S1'44'50'1N---------------------------_-i -- -� / _ _ / __;� TWP 36 S, RGE 39 E I / ' a62 = TWP 36 S, RGE 39 E 2------__- ----- --.----- - I(� D=14'32 10 N.T.C. L " 25.71 ' MCILROY WAY -t - - --_ _ _-� - - - - -i - - - - - _� - -_ j ;,- LIMITS ' Jr ► T.C. }Uf PARCEL -2' ,, OF PLAT E- I R=94.00 N.T.C.. .QJ?�7' � � � (PRIVATE R/W) 1n � ``' _ / L=89.17' P.T. 36 8' "I TRACT R 2 �l VERANO SOUTH - - R �50.0-� �IQ R=200. 00' ' +� / �13 0 O �S7'50 13 E (3 POD G - PLAT NO.7 / _ _ - _ _ - - - o , TRACT I D=54'21 10 Q 2 - - - EAST LINE OF - _ -- -- ---- -- _ - - - P.B.127, PG(s) 9-24) -_- _ �': ZL=63.67 TRACT L-121.29' i� (RAD/ALA S.W. 1 4 SEC. 32 -+ (NOT A PART OF THIS PLAT) I LIMITS i 1 {w---- / - v i0=72 57.29 0=34'4452" P.C. TWP 36 RGE 39 E ----- i OF PLAT i 00 ------ --- -- - - -- - - - - � ' SH-4 SH-5 SH-6 � I SH-7 i i i SH-14 SH-8 ' --------1- SH-13 i SH-9 i o��„ i OF- L � --------- r-� i 1 i SH-10 SH-12 KEY MAP sH-11 - - - - - (NOT TO SCALE) L `-\-----------� 1 Curve Data Table No. Radius Arc Delta C6 1280.00' 121.94' 5'27'31 " C7 55.00' 70.73' 73'41'06" C8 200.00' 74.94' 21'28'05" C9 63.00' 63.58' 57'49'22" C 10 90.00' 58.40' 3710'37" C11 85.00' 57.30' 38'3725" C12 75.00' 175.11' 133'46'36" C13 45.00' 70.69' 90'00'00" GOLF COURSE S80'50'54'tiV i i a 848 849 I N WEST LINE OF ga0 w P.R.C. P.R.C. SHINNECOCK DRIVE 85o S.E. 1 4 SEC. 32 5g TRACT 4' 105.90' TRACT "R-1) a (50.570 AC. ±) R=215.00' PRIVATE RNV SOUTHWEST CORNER OF 1 TWP 36 S, RGE 39 E 858 P.T. d c~i TRACT "CA-28" PARCEL -2 854 - VERANO S UTH - POD G - 851 855 856 857 ' L=152.93' P.C. PLAT N0.3 (P.6.101, PG(s). 25-33) LIMITS i VERANO SOUTH - 1 1160,00 D=40'45'14 OF PLAT i F POD G - PLAT NO.7 LIMITS 8 r.41¢1' „ I S46 06 02 wv i (P.B.127, PG(s). 9-24) 1 852 OF PLAT L��' '1Q , 6Z 01 ' ' I 5' " p_2i517 (! _ , R=980. 00 ' _ C. ,1 c.u.E.--)' ^) NO2' 15'08"E S87*44'52"E 438.59' L=639.65' I _ D=3T23'50" WESTERLY BOUNDARY LINE OF TRACT "4 A" P.T.N2" 15'08 "E i i T.I. 8.00' - - - - - - - - - - - - - - - - - - (TOTAL) VERANOSOUTH -PODG- 122.97' I--------------------�28.00' PLAT NO.6 (P.B.104, PG(s).12 & 13) P.C. 65.00 (TIE) I I lit U. ' ' S02*15'08"W L.M.E. /� 9►'', 0 20 D.E. 1 98.75 R_/258.0\0� I TRACT "4 A" S87'56'43"E i i i SET SMGD STAMPED WMT - 2 L-302 65 I REF. PRM LB 7768 (10.180 AC. ± VERANO SOUTH - POD G - 3.00' � I 1 „ „ 1 ) RAD 1 �\ D=67TOTAo» Q PLAT NO.6 P.B.104, PG(s .12 & 13) (TIE TO P. P.T. R=70.00' (TOTAL) / LIMITS �C (NOT ART OFTH155 LAT) 1 20.00'1 R=587.00' RAD 2 \ 20.00' OF PLAT REFERENCE PRM i b• » r ) =101.15 „ R_C_ L.M.E. R=668.00' �, R=300.00 v0 N-D=82'47_ 18 _ _ 1 =9*03' N8T42 53 E =37.81' ` N68'39 24 E �� L.M.E._ - - - - - - -I L=180.82' 5' ' - _ D=9'03 17 i 9.36 41.96' I P.C. U•C ► O~d'Q�� P.C.C. T.C. N D=3'14'36" ` " D=14'5T28" D=23'08' N.T.C. IN N84'02 14 W N.T.C. I D-53'37 56 �b of 13" N.T.C. '11 8' �l p M,� GOLF L=103.12' L=92.88' ' R 100.49' ` T.I. (TOTAL) U. r 11 �S , r `202.00' Ill N.T.I. 00 - ' ` � Fj0 $ GOLF COURSE f. it �v COURSE R=395.00 R=230.Op'r � _ _ _ N.T.C. N.T.I. O I 0 RAD 2 O� 138.82'_ �� - _ _ R=:135. �2,��6 p0 TRACT „2„ LIMITS i 29213 AC, ± RAD 24�rr�� \39 22'31" - - - _ L=1329 p8" R 22ag' (29.213 AC. ±) OF PLAT ( ) , I D=27 T.C. RAD 21 ; aei MATCH LINE MATCH LINE SHEET S SHEET 13 I P. ---- P/at Book ____ Indicates (PRM) Permanent R/W ----- Right -of -Way (R) ----- Radia/ ® - 9(� --_-_ ---- Reference Monument-4"x4" P s I. ----- Page(s) P. U.D. Planned Unit Development (Ni Non -Radial Concrete Monument L87768 S. F. W. M. d. - - - - - South Florida Water Management District _ _ _ _ _ LEGEND - - - - - (Unless Otherwise Noted) P.O.B. Point P.0 Point of Curvature C.M. Concrete Monument Indicates found (PRM) Permanent ----- nt of .Beginning ❑ ----- ., I ----- P. T. ----- Point of Tangency R ----- Radius LB ----- Licensed Business Reference Monument-4 x4 C.U.E City Utility Easement _____ ___ 30 29 -- Concrete Monument LB7768 < P. C. C. Point of Compound Curvature L - - Arc Length L Section Corner (Unless Otherwise Noted) Radial Bearing Table GOLF COURSE S80'50'54'tiV i i a 848 849 I N WEST LINE OF ga0 w P.R.C. P.R.C. SHINNECOCK DRIVE 85o S.E. 1 4 SEC. 32 5g TRACT 4' 105.90' TRACT "R-1) a (50.570 AC. ±) R=215.00' PRIVATE RNV SOUTHWEST CORNER OF 1 TWP 36 S, RGE 39 E 858 P.T. d c~i TRACT "CA-28" PARCEL -2 854 - VERANO S UTH - POD G - 851 855 856 857 ' L=152.93' P.C. PLAT N0.3 (P.6.101, PG(s). 25-33) LIMITS i VERANO SOUTH - 1 1160,00 D=40'45'14 OF PLAT i F POD G - PLAT NO.7 LIMITS 8 r.41¢1' „ I S46 06 02 wv i (P.B.127, PG(s). 9-24) 1 852 OF PLAT L��' '1Q , 6Z 01 ' ' I 5' " p_2i517 (! _ , R=980. 00 ' _ C. ,1 c.u.E.--)' ^) NO2' 15'08"E S87*44'52"E 438.59' L=639.65' I _ D=3T23'50" WESTERLY BOUNDARY LINE OF TRACT "4 A" P.T.N2" 15'08 "E i i T.I. 8.00' - - - - - - - - - - - - - - - - - - (TOTAL) VERANOSOUTH -PODG- 122.97' I--------------------�28.00' PLAT NO.6 (P.B.104, PG(s).12 & 13) P.C. 65.00 (TIE) I I lit U. ' ' S02*15'08"W L.M.E. /� 9►'', 0 20 D.E. 1 98.75 R_/258.0\0� I TRACT "4 A" S87'56'43"E i i i SET SMGD STAMPED WMT - 2 L-302 65 I REF. PRM LB 7768 (10.180 AC. ± VERANO SOUTH - POD G - 3.00' � I 1 „ „ 1 ) RAD 1 �\ D=67TOTAo» Q PLAT NO.6 P.B.104, PG(s .12 & 13) (TIE TO P. P.T. R=70.00' (TOTAL) / LIMITS �C (NOT ART OFTH155 LAT) 1 20.00'1 R=587.00' RAD 2 \ 20.00' OF PLAT REFERENCE PRM i b• » r ) =101.15 „ R_C_ L.M.E. R=668.00' �, R=300.00 v0 N-D=82'47_ 18 _ _ 1 =9*03' N8T42 53 E =37.81' ` N68'39 24 E �� L.M.E._ - - - - - - -I L=180.82' 5' ' - _ D=9'03 17 i 9.36 41.96' I P.C. U•C ► O~d'Q�� P.C.C. T.C. N D=3'14'36" ` " D=14'5T28" D=23'08' N.T.C. IN N84'02 14 W N.T.C. I D-53'37 56 �b of 13" N.T.C. '11 8' �l p M,� GOLF L=103.12' L=92.88' ' R 100.49' ` T.I. (TOTAL) U. r 11 �S , r `202.00' Ill N.T.I. 00 - ' ` � Fj0 $ GOLF COURSE f. it �v COURSE R=395.00 R=230.Op'r � _ _ _ N.T.C. N.T.I. O I 0 RAD 2 O� 138.82'_ �� - _ _ R=:135. �2,��6 p0 TRACT „2„ LIMITS i 29213 AC, ± RAD 24�rr�� \39 22'31" - - - _ L=1329 p8" R 22ag' (29.213 AC. ±) OF PLAT ( ) , I D=27 T.C. RAD 21 ; aei MATCH LINE MATCH LINE SHEET S SHEET 13 I P. ---- P/at Book ____ Indicates (PRM) Permanent R/W ----- Right -of -Way (R) ----- Radia/ ® - 9(� --_-_ ---- Reference Monument-4"x4" P s I. ----- Page(s) P. U.D. Planned Unit Development (Ni Non -Radial Concrete Monument L87768 S. F. W. M. d. - - - - - South Florida Water Management District _ _ _ _ _ LEGEND - - - - - (Unless Otherwise Noted) P.O.B. Point P.0 Point of Curvature C.M. Concrete Monument Indicates found (PRM) Permanent ----- nt of .Beginning ❑ ----- ., I ----- P. T. ----- Point of Tangency R ----- Radius LB ----- Licensed Business Reference Monument-4 x4 C.U.E City Utility Easement _____ ___ 30 29 -- Concrete Monument LB7768 < P. C. C. Point of Compound Curvature L - - Arc Length L Section Corner (Unless Otherwise Noted) Radial Bearing Table No. Bearing RAD 19 N27'01'19"W RAD 20 N22'12'10"W BRAD 21 SO4'29'29"W RAD 22\ N06'42'36"W RADN23 S28'46'29"W RAD 24 NS17'38'34"W RAD 25l NO2'29'40"E RAD 26 N42'56'37"E RAD 27 S77'53'57"W / RAD�28 / N64'24'32;E /RAD 29 N63'37'39"E RAD 30 N70'1321"E/ BRAD 31 S88'31'05"E D. ----- 31 32 Drainage Easement P.R.C. ----- Point of Reverse Curvature D ----- Delta -Centric/ Angle O ----- Set Mag Nail & Disk LB7768 L. M. E. - - - - - Lake Main ten an ce Easement _ - _ _ _ N.T.C. ----- Non -Tangent Curvature CB Chord Bearing O - - - - - Set Ma Nail do Disk Stamped REF. PRM LB7768 9 P U. E- - - - f� - - Utility Easement N. T./. ----- Non -Tangent Intersection C ----- Chord Length. SMGD - - - - - Set Mag Nail & Disk WMT ----- Stormwater Management Tract REF. ----- f,'eference PSLUSD # 11-652-36H CITY OF PORT ST. LUCIE PROJECT NO. (P25-118) Line Data Table No. Bearing Length L1 S29'01'02"E 45.97' L2 S74'15'58"W 38.36' Radial Bearing Table No. Bearing RAD 32 S84'36'36"E RAD 33 N64'17'51"E RAD 34 N89'38'05"W RAD 35 N12'18'19"W RAD 36 N38'55'58"E RAD 37 N50' 16' 17"E RAD 38 N81'43'22"W RAD 39 S76'49'35"W RAD 40 N32'45'32"E RAD 41 S58' 12' 11 "W RAD 42 N70' 16'52"E RAD 43 S80'02'35"E 'RAD 44 S05'02'03"W www.GeoPoint.org Licensed Business No.: LB 7768 • eo int 4152 West Blue Heron Blvd Suite 106 / Riviera Beach, Florida 33404 pe:,(S61) 444;2720EE j7 OF 16 SHEETS PLAT BK 141 PG 8 PSLUSD #11-652-36H SCALE 1" 100' Line Data Table No. Bearing Length RAD 61 N04' 16'39"W 38.28' RAD 7 ' N 10'43'08'E 39.10' RAD 91 S21-58'42"E 47.17' RAD 1 d N47-57'30"W 38.74' RAD 11 NO3'07'51 "E 66.54' RAD 12 S32'53'55"W 61.02' RAD 13 N11'41'27"E 57.87' RAD 14 S25'34'18"W 104.89' RAD 15 NO2'50'01 "W 48.75' RAD 16 S25'46'25"W 99.46' RAD 17 N19'34'58"E 63.55' RAD 18 S42'52'36"W 104.32' RCREEKMATCH LINE-SHEET6 ASTC) GOLF COURSE PLAT BEING A PORTION OF SECTIONS 29, 31 AND 32, TOWNSHIP 36 SOUTH, RANGE 39 EAST AND SECTIONS S AND 6 TOWNSHIP 37 SOUTH RANGE 39 EAST R=240.00' L=171.62' CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. D=40'58'20" (TOTAL) .T. S27'50'22"E 32.23' IMITS C R=327.00' OF PLAT L=29.91' - - - D=5' 14'26" P.T. WMT - 1' SH-4 S22'35'56"E (13.110 AC. ±) 102.51' R_ 465.00' SH-6 L=1.95.08' SH-5 D 24'02 15" / P.R.C. - N I H 7 ` R=130.00, I GOLF TRACTU2" \\ L=56.06' I I /� D=24'42'25" ; I i SH-8 (29.213 AC. ±) f SH-14 R=180.00: \�, .C.C. 0G,yp L=105.90---------s�i- ---- -- i D=33'42'35" S11'46'50"W L.M.E. W �Z SH-13 SH-9 r W' 29.60' P.R.C. r-O / ww t OR/ n Z CCC �p �o �w W pO� �StD ��O o-< O�N 0Z 0 /� ��j Q Ld OI- L---- - - --rJ 1co OHO ,;w �, 02 II i--------- LIMITS P.C.C. W OF PLAT o cncnm SH-12 i O' � i \ UNPL'ATTE N.T.C. g' 0 0 IMITS i �OF PLAT KEY MAP . O SH-11 4---------- S21.02'02'1�V ,90•0 0 ,/\ �\ ��. „ -� (NOT TO SCALE) S52'21 46 E L-_ -_� (RAD/AL) ��/85803� o�lj., ,023��? 529 88� +, - - - - - - - /a' 6 / /7 2 •� �� •� 1 O� SETA"x4" C.M.j� 721"\ '9C _ \.3j9Ss�,,.>. (CHORD mmm "RESTAMPE FERENCE 00 �% `�27 / BEARING - TIE) PRM LB 7768" P.R.C. R=250,00• ' `.� AD 7 aa5 0j S37.38'32"W L=1319j• P.T. P.T. AD 6 • 100.00 ` S64'54'36"E P C. /O TIE ` ( ) 92.79 ( o��oN� GOLF COURSE L=17.16' Nip --- j } LEGEND � TRACT "2" D=14'02'57" N.T.C. \\` 0/\ /ORTHWESTERLY CORNER.OF_W.M.T. - 3 (29.213 AC. ±) - �.\` ems' \ / VERANO SOUTH P.U.D:I�POD D - - - - -- - - - ` -° R-94.00 PLATNO.2(P.B.95� (s).17-26) P.B. - - Plat Book L=25.46' ;/ - - SOUTH LINE OF N.E. t/.4'SEC. 2, Pg(s).---------- Page(s) D=15*30'57" TWP 36 S, RGE 39 E - - G - - - - - - - - - - - - - - ` - - /--\ - S.F.W.M.D- ---------- South Florida Water Management District Pia OF PLAT �,NORTH LINE-OF-S-.E.�/4 SEC. 32,---------- g TWP 36 S, RGE 39 E P.O.B. Point of Beginning . �� fir'• t��, C. U. E. ---------- City Utility Easement S� , IMITS D.E.---------- Drainage Easement Ile\ �, �,• ,, .p OF PLAT --------- J aTg O L.M. E. Lake Main ten an ce Easem en t C, P.;�'` , •\ o aZ U. E - - - - - - - - - - Utility Easem en t Q- g TTFC9'1'c� \ ` \ `` P.R.C. NVERANO.SOUTH P.U.D.1-,P'OD D WMT - - - - - - - - - - Storm water Management Tract ag3 ago �?2 o �: 811 W 11 PLAT NO.2 (P.B. 95, PG(S). 17-26) R- W - - - - - - - - - - Ri h t-o f- Way (NOT AS PART OF THIS PLAT) ` a�6 a65 PARCEL -2 O� 1 P. U. D. - - Planned Unit De velopmen t �\ VERANOSOUTH- A. J 1 /--------` \ POD G - PLAT N0.7 P. C. Point t of Curvature 'Q`\r� gga N �P.B.127, PG�s 9-24� ; ---- `O� ��y�J (0 ASPARTO HIS LAT) _=1------ ;` P.T.---------- Point of Tangency ;---------- \'��•,�s�' age `�, � � 'P.C.C. Point of Compound Curvature SOUTHWESTERLY BOUNDARY OF PLAT BOOK PAGE 4?) VERANO SOUTH P.U.D.1 - POD D - P. R. C. - - - - - - - - - - Point of Reverse Curvature PLAT NO.2 (P.B. 95, PG(s).17-26) ' LIMITS ag9 Q �\ ' taut N. T. C. - - - - - - - - - - Non Tangent Curvature OF PLAT to i; ItR g10 ` , 813 Q,v 0 �` ;�-. - N. T. /. - - Non -Tangent Intersection N, `� O M R---------- Radius R=50.00 0 M N - qC �J P.R.C. L=31.75' ��ti �/ ��c�, I,/WMT 3 L---------- Arc Length 28.00' , , D=36022'53" D - - - - - - - Delta -Central tra/ An /e I�T 2S8 ss� T.C. , L.M.E. R.C. g O 0 AD 17 _ , \ a�2 IMITS C. CB - - - - - - - - - - Chord Bearing N.T.C. � RAD 1 OF PLAT `78. AD 9 C --- ------ Chord Length .... ..� ,Q4�/0463 20.00 �, R=60.00 �, _ �. �. �32� ls�'� 0` N.T.C. L.M.E. IN61'40 14 W \��\6953'02" N.T.C. �- 124.74' �; 28.0-------- 00• 13'/< , _ _ _ 55.82 �259.8 _ _ - D=1 19.07' 18„ L.M.E. (R� - Rai is/ AD 18 R 39SO0�i - t"' N.T.C.. R,213. p' - - - �` (NR)---------- Non -Radial 0 , �29• S21'58'42"E 20.00' C.C. 0 3214 D= RAD 1 ) �. C.M.---------- C Increlte Monument R�2j0.32' L �Osi' \� T.I� 8.00' L.M.E. R=185.00 ,"��0�0 \ \ GOLF COURSE �i 4.00' R-22g 0�. D\ T.C. RAD 1 RAD 1* =79.12 ��oi LB - - - - - - - - - - Licensed �Business / AD 16 70 D=24'30 10 A) V % Indicates PRM Permanent ' TRACT �,2,. i �\ 00• N.T.C. y ry N ® - - - - - - - - - ( �� ., W 29.213 AC. ± RAD 14� 34,0 25 / - - / , T.C. �// �/ // ConcreteReferenceMonument tLB7768 ( ) R, 2' T.I. - .T.I. , 0 D, 1 GOLF COURSE 4 = I R=178.00' �\19'18'11" D=4g1 �`L, TRACT "2" \ ,,\ (Unless Otherw/se-Noted (T2 ERLY BOUNDARY LINE OF TRACT / 64 35' L=p0 (29.213 AC. ±) OF IMITS _ _ _ _ Indicates found PRM Permanent ' "'A-2" VERANO SOUTH - POD G - L=46.64 R,19100, _g2 ❑ - - - - - ( J PLAT NO.3 (P.B.101, PG(s). 25-33) D-15'00'45" R- T.C. _ Reference Monument-4 "x4 "' W N65.01'27"W N88'02'43"W Concrete Monument LB7 768 P.C.C. R=342.74 Z' 22.45' 47.73' (Unless Otherwise Noted) =152.47' 30 29 J LIMITS P.R.C. R.C. AD 12 " " OF PLAT I��5151' + D=25 29 17 TRACT CA-15 - - - - - - - - - Section Corner www.GeoPoint.org Licensed Business P.T. i L =145o9g�• 20' D.E. S6T02 02 "�V SOUTHWEST CORNER VERANO SOUTH P.U.D.1 - POD D - 3132 No.: LB 7768 RADIAL PLAT NO. (P.B. 95, PG(s).17-26) Set Mag Nail & Disk LB7768 V R -160 00. P.C. ( ) OF TRACT "CA-15" c-� VERANO SOUTH P.U.D.1- POD D - / =_- - - - - - R=237.00 _ P T PLAT NO. (P.B. 95, PG(s).17-26) �' m O - - - - - Set Mag Nail &• Disk Stamped REF.--PRM LB7768 _ m L=162.92 _ L=75.82' N� S6,¢. P.C. ---�_��_�_------�--,---=____- __--- SMGD ----- Set Mag Nai/ &Disk D=44'01'57" D-18'19'49" ¢9?� -_---------------- - - - _f= ----------------- REF. ----- Reference t R=101.00Y - ----122.29'------------ - ----- __ --- ----_ _ • ( N82'33'48"tiV L=33.75' LIMITS TRACT `�' w S89'48'15'1N N.T.I. ASTOR CREEK PARKWAY Cn c� G �O p int I 206.34' D=19'08'47" OF PLAT R=237.00' RA_2,, TRACT -R-1 '(PRIVATE RNV) ci m TRACT "CA-2" ci N89 55 031W (P.B.101, PG(s). 25-33 c PLAT NO.3 ((P.B.101, 4 152 West Blue Heron Blvd/ (TOTAL) L=48'17 27.56' (RIW WIDTH VARIES) m PG(s). 25-33) Suite 106 . VERANO SOUTH - POD G - 0=11'43'17" Riviera Be ch, Florida'33404 PLAT NO.3 ( .B.101 PG(s). 25-33) 1V85'32'40'1N N:1078243.0997 Phone'(561) 444`2720 ® (NOT A PART OF PHIS PLAT) 110.46' E:834544.1527 CITY OF PORT ST. LUCIE PROJECT NO. (P25-118) S H E E.T--"8 OF 16 SHEETS PLAT BK 141 PG 9 ACT(1R ('RF-FV C(ll F ('hl IRCF PI AT \`! ■ tJ ■ \ �✓ ■ \■...1� ■ \ V V ■� ■ v LJ1 ■ \`J ■... ■ L./ ■ PLAT BOOK BEING A PORTION OF SECTIONS 29, 31 AND 32, TOWNSHIP 36 SOUTH, RANGE 39 EAST I AND SECTIONS S AND 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST I PACE CITY OF PORT ST LUCIE ST LUCIE COUNTY FLORIDA - MATCH LINE - I SHEET 14 I MATCH LINE- SHEET 7 R=843.00 ,' LIMITS I / L=283.28R.C. OF PLAT R-3 00 00' 0=19'15,13" �l I I / L=280.82' (TOTAL) / REFERENCE D=53137'56" /,/POINT"A" GOLF COURSE TATRACT I (TOL) _ R=12.00, C. GOLFCOURSE'SE I TRACT "2" LIMITS / / I OF PLAT/ D=8 17100 R-12.0" '/ �'6'� st(29.213 AC. + I (29.213 AC. ±) 100 _ � i � .. 7 P.T. -) ~ 0�� , s� I P.C.C.. L=18. 14 ' 9 ZL \ ` - VERANO SOUTH - POD G- PLAT N0.3 Iw P.T. ' P.B. 101, PG S)) 25-33) _ TRACT "4A" 0=86'37'� i S26'S7� 26"W NOT A PART(IF THIS PLAT I 200 100 0 100 200 et00 PLAT 0.6VERANO BI104HPG�D 2 & 13 ( ) O 20 D.E.) I � � 146.04 TIE S �� , , _ ( () ) P.C. S� �' , NORTHERLY BOUNDARY LINE OF TRACT (NOT APART OF THIS PLAT) �• sS LIMITS R • �� FST "CA-2" VERANO SOUTH - POD G - �O N OF PLAT , S� h J F'S'9iy TRl y - , PLAT NO. (P.B.101, PG(s). 25-33) ' W u - I •94 os0 `ol/,yF , , , , Z SCALE. '1 - 100 \\ \\ �N31'36'0.1 "E' F� Q' (pB UTy. p "Cq OF I 20 D.E. T. P.C. WESTERLY BOUNDARY \0/ 151.97' �MITS ' C S1 ` 1 J �� G�TNOG �`��33.4 b OF (PLAT P.C. - _ I J P.C. �s Q C., S D _ _ - - 012'57'77- �6OF TRACT"4A" P.C.C. F �'Q� ,Q� J2533 R� 1¢3427 =_ _ - -TR .2__ _ - - - - - - L=133.'8 VERANO SOUTH - 8' P.O.B. �C �� IMITS 1?6' }POD G PLAT NO.6 ' s /' �! �• �� 8 OF PLAT 240' w t�i R=588.00'V (P.B.104, PG(s).12 & 13) S65* 16'46 "E ,Q� o F. PARCEL 2 ��0� 0' ORTHWEST CORNER OF > > S8428'14'tiV V % N:1078397.0727 >> TRACT"CA-3" v 0%73.67' ��•E:832346.2148 ' - - _ _ +�� (�ERANO SOUTH - POD G �, 117.77 •_ _ PLAT N0.4 ASTOR CREEK PARKWAY N82 3348 " ? _ N.T.C. P B 113, PG s 11-23 R=550.0,0' °°� ��P�� "Ts� - ( _ O ) TRACT "R-1") 206.34' R=75.00: L-66.04 ° Q °o I 'o y N7745 01'1N TRACT ` - _ _ (P.B. 011 P%.VATE 25-33 (TOTAL) 1=95.78� P.T. D=6'52'46" ��'-o�� ,',''� ` 12 v� (RADIAL) CA-3" (RIIM WITH VARIES) a=73.10 19 �� / I , I MATCH LINE -SHEET 8 S40'26'59" VV P.C. 13 o i i I A-4 Qg Q i , I , TRACT "(,' .. P.T. 10.15' - - S58'23'59 "E �o� .. I 51 I r I C , o' GOLF COURSE ` P.C. P.C.C. /� 51.77 / ',' TF �4GT „5 (b. - , r r 52 GOLF COURSE QO, / /\ �/ /� ' + h O O ` - _ " r I TRACT 'A" �j4. 0,t`1 , T. P.C.C. NORTHWESTERLY CORNER OF LOT'1 , , 14 �fp (9.804 AC. ±) V O c ' - , _ ` _ . . (50.570 AC. ±) �cO•�61,��j,� C 15� VERANO SOUTH - POD G -� , h00.O• o PLAT N0.4VERAN0(SOUTH 13 POD) G 1-23 20.00' (TIE) 82.24' ` PLAT N0: 4 (P.6.113, PG(s).11-23) �� ' VA . `�' S0 (NOT A PX�RT OF fHIS(FrLAT) ) O L.M.E. r ��_ _ �;� /'�// a ,' N.T.I. S31'36'01 "W ,' , , 15�' o - , o I--0 S58'23'59"E oo / ; 53 0 0 p N v ,�p� �6 P.C. 8.00',' 1 ,%,' ��,' ,0 0 ' ' ,' , 49 CSO . // o N S31'36'01 "\N C. ; , 16 LIMITS Iri �'.T. R=170.00' 21.88' �;�� /,�,' I z a' =56.09 i 2 OF PLAT D=18'54'12" �� 800,Al OFIPLAT MITSP.C.C. P.C.C. '4s IC. � . , �F�,' / R=90.00' 28.00 , oo / =8'7.69 , L.M.E*/ BOUNDARY OF o• �,• . � IN o' D=55-49'23" WMT - 14 ' VERANO SOUTH - POD G - 41� (4.610 AC. ±) �' 3 PLAT NO. (P.B.113, PG(s).11-23) =--RAD 94 ��04 1g P.R:C. �'� I , , \ T.C. 46 , 5 N70'56 E T. \ 00� o , \ 8.00 / � ry-Z4 V i; 19 0' �% GOLF COURSE v�/ , / U0Q TRACT ,.S„ o° \ \ /, , �I �� , 51 ,� ✓ \ /, /'// �_� , , 0 (9.804 AC. x / W r \ OF LIMITS / ry0 > i c� \ BOUNDARYOF O.0 "1 4�� S ' '� / W I oo \ 28.00 , VERANO SOUTH - POD G - / "3 a 44 N o•► PLAT N0.45P.6. 113,_I \\L.M.E. VPG(s).11-23 01el /% �"�p''c�� F , ', ` ` \� `• � \ o \ R=570.00' N \ .T. L=215.50' .T. VERANO SOUTH - POD G - S51'29'28"E O 43 ,',' / // ;' 600/ . Curve Data Table No. Radius Arc Delta C14 1060.00' 89.35' 4'49'46" C15 65.00' 105.67' 93'08'56" C16 1 149.00' 68.85' 1 26'28'25" C17 186.00' 87.88' 2704'10" C18 81.00' 77.08' 54'31'17" .,C19 80.00' 1 73.83' 52-52'35" LU - \ " PLAT U. 4 (P.6.113 PG(s .11-23) 17.48' 80 Z D=21'39 42 r 1 (NOT A PART OF THIS EAT) U o S U \ , I N.T.I. F ��'� eo O / ~Q O?3 r 22 p 0.0, .&O / / =J U N < R=50.00 , r RAD 128 C18 T.C. 42 r0 4 F o° �� r'�`s� L=107.83' ► t3 r ; C. ,N Xj = I N r' c,� o " r S 10 30 45'w �,g�� ,'% V cs c9.o D=123'34 05 , 141.25' ' 23 G • h F- •solo. C. ; r N1D'30'45"E RAD 127 �• N.T.C. �,'P� � o ti1hAh 41 ,'�% �',� Q I . r R=320.00 ' ' 60. o' )41.25' ► �/ �� j ,', /�',� o R_50.00� `� L=28.99' R/w co N.T.I. Q V� /�, �(!� 0 1 I "\D=,5g'1o1oo '224 T.C. 1S_65_'13'19/ "E /� ,qD 1 o 0 ' 63 D=11'32'47" "1 _j 8.00' GGNo ' 2-) w 64N48'15'50 E N.T.C. (RAD/AL)Soo co _ Co ! LIMITS +�j� + N.T.I. ; , S•o0 rT o , , ' - , r O,' ,- OUNDARY OF 1 9 =97.76 C. V E ,, o w _ 2 O h W VERANO SOUTH - POD G- g5 OF PLAT y �' = 112'01 '18"; i N o `0+ l PLAT N0.4 (P.B.113, PG(s).11-23) k� �� , // ; 0 Ory 20.00 n Nc�, , N.T.C. y,/�, /�'/ 26 0'�ry 000k r L.M.E. /% /Mo 3$ / ,�; R= 780 00 11 10 , , �c , p / /j // g6 I I ' ,o rya q)•� / I D=3 44 ,12 �,21 % ��, ,rol LIMITS // o N.T.I.. . , / Q WMT - 22 eiG, �OF PLAT `.Rq� �i� (2.479 AC. ± r VERANO SOUTH - POD G - \ R=50.00) r 31 , PLAT NO.4 (P.B.113 PG%) 11-23) 117 2 NOT A PART OF 'HIS FrEAT Line Data Table No. Bearing Length RAD 94 N70'56'00"E 30.08' RAD 124 S86'48' 15"E 27.64' RAD 125 N60'54'18"W �92:27' RAD 126 S81'02'43"E 96.15' RAID 127 S49',4123"E 38.63' RAD 128 S28'54'07"E/ 32.09' RAD 129 /S58'47'35''W 80.00' RAD 130 S65' 13' 19"E 106.16' SH-4 1 r SH-5 SH-6 I i SH-7 I ` j SH-8 II � SH-14 i I� I li I I I I - SH-13 SH-9 w �� II o� I � a �I OF- L- - - oJ II i w SH-10 �I SH-12 1 � � KEY MAP I sH-11 I - - - - - -_-- (NOT TO SCALE) i \ i L 1 -\- - - - - - - - J L=68.56' GOLF COURSE ` S T.C. IMITS �.` C, c� ,Q i' ' D=78'33'59" TRACT "5" ,w r OF PLAT 7 9.804 AC. ± O f / S44'31 �38'1N �' �q . - ( ) ^ o , , I o 150.00, T P.R.C. 28.00 , T. / '% 6$ oa LEGEND (TOTAL) 224 \ TRh'Z.1 ':.a ,' L.M.E. 36 ,, ,, N R---------- Radius PARCEL ASTERLY CORNER OF TRACT "CA-40', "CA- tij0 ,R--152.00' ,/ / r /' OUTHE PLAT NO. 7V(P.B.1127 PG(S).9--244)&SOUTHERLY P.R.C. `�� TFJ `� _64 85, rr S14'17'12_9� /�; 6g w I w P.B.---------- Plat Book L ---------- Arc Lengt MOST SOUTHWEST CORNER OF�TRACT CA-10 , S• 26, D=24 26 40 i 1 18.52 CN (M ' N rn VERANO SOUTH - POD G - PLAT N0. 4 2B LIMITS O�� / I w n M I w PO Pg(s). - - - - - - - - - - Pages) D - - - - - - - - --lDe/ta-Central Angle (P.B.113, PG(s).11-23) , AD 124 0 •w OF PLAT / r R=1430.00 O' l ,. / C. 35 r �' �' ) w w -� 29 N47'22 29 E r wwc� S.F.W.M.D.---------- South Florida Water Management District CB - J-- L -- Chord BearinSOUTHEASTERLY LINE ` ` L=255.70' / r 10 z z� "'OF TRACT"CA-10",VERANO '� "- 8.00' / ; r �� --tN ------ --------SOUTH - POD G - PLAT NO.4 P. O. B. Point of Be innin C Chord Length w s �D 10' 1 43 `'p�� ,' �� Beginning g (P.B.113, PG(S).11-23) yv \.`. .. ,, , / ,� �ij c~n �co w _ _ _ _ I =06 ' 'L O �� ►� , 4J C.U.E. ------ --- City Utility Easement (R) Radial W�oa , 2 /.o 'L .S4T22 29 W_ f. �� L i 0 0 g4 / Kg, ,. „ �,,� L p (RADIAL)' jj��.0 , '� /, cn �' --- Oraino e Easement NR - Non -Radia/ TRACT "CA-1 y O- h D. E. g (' 1 -- ��a ' S52*30'00"E %S?' �'Qv `��,'' , �0 30 --/ 0v�� %/� ,'% L.M.E.------- -- Lake Maintenance Easement C.M. -- ---- -�Co ete Monument v) � ti ', S , 70 / L� , ��; op 33 , i a c 'o0 57.80 IMITS ` '� P.R.C. o / 12 /--------- --- \--- =aoo , �.� o , U.E. Utility Easement LB - Licensed Buiness LMITS F P.C. 221 OF PLAT IoLL.w� 64.57' ,A �� VERANOSOUTH -PODG- P.C.C. `�o' /�� /�12.0 I WMT---------- Stormwater Management Tract ®---------- �Q OF PLAT Indicates (PRM) Permanent "'o>°- /' \�>0 220 PLAT N0. 4 (P.B.113 PG(s).11-23) , ,' / p 0 I Reference Monument-4 x4 v v�o / N3730'00"E �� O�� (NOTAPART0 HIS PLAT) 31 `� ,'" �800 13 ,' E R/W ----- ---- Right -of -Way Concrete Monument LB7768 (Unless Otherw/se Noted) �QQQ.�` Q ' �� 114.00' �'r':zr'O of R=50.00 T ,' �F I - - - - - - ••G 9' OTAL '' ,� o 6° �� L=93.60' :� �,''' / P. U.D. Planned Unit Development (T ) O.O. o mil, ,. �,---------- ❑---------- Indicates found (PRM) Permanent o o D=10715 2.1. /� ' F o \ o P.C. Point of Curvature Reference Monument-4 x4 R=943.00 O.� � Concrete Monument LB7768 www•GeoPoint.org Licensed Business ' / X 1 \ No.: LB 7768 ' GOLF COURSE ,' 219 ` \ `�� 32 '� ° �. ' - - - - - - (Unless Otherwise Noted) L 335.96 OUNDARY OF VERANO ` 4 ' " TRACT "6" � '. ,' � � ,,� . . O P. T. Pont of Tangency =20 24 45 (33.549 AC. +) SOUTH - POD G - PLAT NO. - ' ,, �OTAL) (P.B.113,PG(s).11-23) ��`, P.C.C. --- Point of Compound Curvature 30 29 ------- P -- --- Sectio nCorne 3132 ----- .. ww� gym. w � ® w w ® w ®" w w wiw ws• w ®>�s wm".s rL-s ar a"s w 1�aw wewoee � - w� 'i®� rs® -� w w w w w w . - MATCH LINE -SHEET 10 P.R.C.---------- Point of Reverse Curvature SMGD ------ --- Set MagNail do Disk IN.T.C.---------- Non -Tangent Curvature REF. ---------- Reference / ---------- a®P int N. T./. Non -Tangent /ntersection 4152 West Blue Heron Blvd O---------- Set Mag Nail & Disk LB7768 / t Suite 106 O - - - - - - - - - - Set Mag Nail &• Disk Stamped REF. PRM LB7768 Riviera Beach, Florida 33404 "Fhone�,(s6l) 4442,720 HEET 9 OF 16 SHEETS CITY OF PORT ST. LUCIE PROJECT NO. (P25-118) PSLUSD 911-652-36H PLAT BK 141 PG 10 SOUTHEASTERLY. LINE TRACT IMITS OF "CA-40", PARCEL -1 "CA-40" OF PLAT MATCH LINE -SHEET 9 VERANO SOUTH : POD G - .� .... . PLAT NO.7 (P.B.127, PG(S). 9-24� , „ C22 N58 45 00 W MATCH LINE - SHIFFY 138.80' 21$ R=1070.Oo' �, �,� 15 00 P.C.C. P.T.PT. L-420. 19 o \ G`P.C. 0 C24 D=22'30'00 NS2-05�15'1N ,' 'R=943.00' �`�N33'01'29"W TOTAL (RAD/AL) 1/�' �' L=335.96' P.C.C. GOLF COURSE % . ��'- 76 / , ,► 24.51 TRACT „6„ 211 /.- D=20 24 45 P.T. \ ' I SOUTH WES CORNER OF TRACT C25 P.C.C. (rOTAL) P.C.5 (33.549 AC. i"CA-40" PARCEL � N271300W Z .C. .'"T. 216 `\ SOUTH LINE OF S.W. 1/4 SEC. 32, i VERANO SOUTH - POD G - N C20 , TWP 36 S, RGE 39 E PLAT NO.7 (P.B.127, PG(S). 9-24) _ _ _ _ _ P.T..\ _ 80.24 - - - - - - - - - - - - -�, AD 114 wN NORTH LINE OF N.W. 1/4 SEC. 5, 383 O \\N.T.C. P.C. R=330.00' o• 2 \ e�lAk \�, TWP 37 S, RGE 39 E \S68'55'00"W =75.63 0o N 1 \ '8.00' \\ D=13'07'52" p \ IMITS N �) P.T. R\ OF PLAT gat / UZI I \ ti� �O \ O. 'Q s P.C. 2 R=305 00: itRp6� `�=141.07 \ \ \ gg1 P.T. \ P.C. D=26'30 ; LIMITS '; 20.00' \\ �\ �%�\ 212 0 \w ,','� `\ l OF PLAT \ L.M.E. \ 6:�'�c'S\ - 0'0 - \26, I %p+ - T. 211 I I p \NNE• \ WMT - 20 �� S3'30'00 "E I Y I I 1- Uj (12.260 AC. +) 71. 15' I O U 28.00' P.C.C. oo ' I z \\ 1a o� `\ L.M.E. ; °�' C. 210 I, _° \ 3 \ I o I cn I, VVMT- 21 N.T.I. n i 28.00 ' s2 I \ I ( M.E. P.C. \ \ ,Jr.\ I p�t1'� U.E. ,I I rg.00 $3 I I ca z ►1��.11 ' VERANO SOUTH - POD G - , �I p tY 0� PLAT NO.4 (P.B.113, PG(s).11-23) I \ 2 i (NOT A PART OF THIS FLAT) I o GOLF COURSE ``Il t1 I `\ �r�° (LO D o TRACT 6 \ 2pR , , ' I e2Q \� �� `\ I o (33.549 AC. ±) T BOUNDARY OF VERANO SOUTH - POD G - `,\ cv� �� 313 �t,>• \\ a' PLAT N0. 4 (P.B.113, PG(1).11-23) g It 6 W� ' W tk23 w� \`\� G�~GPI cfl \\ P.T. N 13/33 42 W p 2p5 "'�1--� u E. t I 81 'I \ k C\ , � \\,� \\ P.C.2p4 ,,'I iC U E I ', 8a o o_ W ��7� \,` \\ �� N6, N24'37'43"V1I o w - ',' �'I,, _ _ � N ? ••GP2 0 ` ` �' 1\ \\ P.T. 58.68 �� N - -,- BOUNDARY OF PARCEL-1 \ \` -RAD 115 \ '\ VERANO SOUTH - POD G - \ \` e2 O.7 (P.B.127, PG(S). 9-24) 310 \\ N.T.C. 0\<\\ PLAT N\� O ; ` 11 gp LIMITS ` 3r. �0i96' N OF PLAT \\ \\ 6�0' 202 '1'\ '�'' 20 r ' CA.6 P.T. \ ` s'- C.Cie N.T.I. \ \ O '� IMITS ` \ 0' OF PLAT, R=259.00' 200 \ D=12*09'43" - \RPM WMT N.T.C. - 16 L PARCEL-1 I ; 361 128.00' VERANO SOUTH - POD G - \\ \\ 6 0 PLAT NO.7 (P.B.127 PG�S). 9-24) I ; ' L.M.E. \� �,c9� \\ (NOT A PART OF PHIS PLAT) \ O 0 101 3 T.C. P.T. �00 $ \S21 ' 1950 "E j� (C)160.05' ` , 94 416 Iri ' 415 ,' �' , 85 !�• h,� 11 ll GOLF COURSE 194 �" o ,` \ ty g5 C" o 3 0�'�p 20.00 l/ �� TRACT "6" ` - -'j' %,' •9C // jK fp i� WMT - 20 L.M.E. (33.549 AC. ±) R Oj 12.260 AC. ± N.T.I. (TIE) R=820.00' �0 34.94' L=76.39' T.C. <hh 'A\, _-172 �sT. S42'09'42"E RAD 12 T.C. ,�,�Oh ��R8� 000'\ S15'59�34 "E - 351 362 �. 8.00' R=145.00' / n p� �� 104.89 LIMITS N , N.T.I. N8000 1 '22 "E OF PLAT � T.I. L=90.48 , , � � � 20.00 ` 211.,20' �' D=35'45'11 ,�' y'Q L.M.E. S74'00'26'W i ,, N.T.C. .q \ ' ' 360 (TOTAL) 2�1p R=147.1010, N73'58'45"E RAD 12. / .T.CO•>> 8.00 P.C. P.C. �� 2 57.50 ��' 69.95' ' I 2 D=76'37 40 N.T.C. t I 100 1 P.C.C. \ RAD 122 N.T.I. R-406.34, I 190 ; II i C28 20.00' �r =153.00 L W' p, �5g �p D=21'34 25 W P.C. L.M.E_, ��1�� R i LIMITS _ S41'04'24"E P.T. T. 0�+ T.C. Ro /7,g0,111 WMT - 19 ; OF PLAT CzO 8.05' P.C. D-34 61 o' M , 2.752 AC. + 14 p o w T.C. ( -) ) , r-R 1 R=125.00 .C.C. E_2A5� �� j�, W' L=91.77' - R� 2•`� i 28.00' �� •abry� D=42'03'58" R 95.00' I/ 11 N , , ry1 0 J' S83'08'22'E=11.10' ,�_Q ; AD 110 L.M.E. ii�ry'� D=6'41 37 " 0 V _ GOLF COURSE 10.31 P.C.C. S 1 1'36 27 E TRACT „6„ i 8.00 r ' V (33.549 AC. ±) L=104.72' N.T.C. . C29 �-- (TIE) cc, .C.C. G o 70p0s, C.C. R=22500.00' 1s, D -130.78 L=123.46 • 368.33 II -1 P.T. 'R Oi, 0' 18'52" S84 00 00 a i 120.00 1s5 6 7. JcQ'00, P.C. IMITS I I D.E. 183 184 1a ,--'%i' �' o \ 0=230'66 , OF PLAT 0 \20 6g0.00 P.T. \ \ D.. R 1?1 _ 116 VERANO SOUTH - POD G _ - - - _ ECOCY, =' - S76'08'00'W 115 PLAT NO.4 (P.B.113 PG(s .11-23) i_ _ _ _ _ _ _ - - SNINN\\IP•TE 113 717.09' (NOT A PART OF PHIS FLAT) �RAC-� "R-� (TOTAL) 1'1A PSLUSD #11-652-36H ASTOR CREEK GOLF COURSE PLAT BEING A PORTION OF SECTIONS 29, 31 AND 32, TOWNSHIP 36 SOUTH, RANGE 39 EAST AND SECTIONS S AND 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. 11 100 1 100 200 PLAT BOOK 6q 3 PAf,F , :. `. 10 r- - - -- - - -- - - - - � I I SH-4 i SH-5 SH-6 I------------ I ----- SH-7 r ! I I I ' SH-14 j I SH-8 I Ii � I I I ii I I ---------s -- ---- -- II �I I I SH-13 I SH-9 i � LLJLZ pLVL)jLd II J OF L o0 LL_J II �I SH-10 SH-12 I II I II I 1 KEY MAP I ` � (\ ' s"-11 - -J NOT TO SCALE) �--1----------6� it I LEGEND P.B.---------- Plat Book Pg(s).---------- Page(s) S.F.W.MD----------- South Florida Water Management District P.O.B.---------- Point of Beginning C.U.E.---------- City Utility Easement D.E.---------- Drainage Easement L.M.E---------- Lake Maintenance Easement U. E ---------- Utility Easement WMT---------- Stormwater Management Tract RIW---------- Right -of -Way P.U.D.---------- Planned Unit Development P.C. ---------- Poin�Cur-vature T.---------- P. Point of Tangency P.C.C. ---------- Point of Co p nd Curvature P.R.C.------- - -- Point Reverse of Curvature /-- N. T.C. ------ Non -Tangent Curvature /---- N.TI. ---- ----1----- Non -Tangent Intersection R Radius L ---rl ----1- Arc Length D - - - I - - - I- - Delta -Central Angle 1 CB ---'--- - Chord Bearing \----- C---- Chord Length (R)-----\--- Radial (NR)---------- Non -Radial C.M---------- Concrete -Monument LB ---------- Licensed Business 0---------- Indicates (PRM) Permanent Reference Monument 14 "x41" B Concrete Monument L7768 (Unless Otherwise Note\) ---------- Indicates found (PRM) Permanent Reference Monument-4 "x4" Concrete Monument LB7768 (Unless Otherwise Noted) 30 29 3?��32 - -- Section Corner O---------- Set Mag Nail & Disk LB7768 O---------- Set Mag Nail & Disk Stamped REF. PRM LB776f SMGD Se t Mag Nail & Disk " REF. ---------- Reference CITY Curve Data Table No. Radius Arc Delta C20 75.00' 70.26' 53'40'39" C21 250.00' 110.48' 25' 19' 14" C22 90.00' 99.49' 63'20'06" C23 295.00' 83.11' 16'08'31" C24 70.00' 11.71' 9'35'01" C25 120.00' 12.16' 5'48'29" C26 380.00, 73.40' 11-04'01" C27 2482.00' 70.32' 1'37'24" C28 60.00' 12.86' 12' 17'02" C29 1070.00' 26.06' 1'23'43" C30 50.00' 91.48' 104'49'25" Radial Bearing Table No. Bearing RAD 110 N1 V36'27"W RAD 111 S70' 18'47"E RAD 112 S47'00'09"E RAD 113 S38'34'04"E RAD 114 N68'55'00"E RAD 115 N62'50'16"E RAD 116 S55.41'47"W RAD 117 N70'21'31 "E PLAT BK 141 PG 11 ASTOR CREEK GOLF COURSE PLAT BEING A PORTION OF SECTIONS 29, 31 AND 32, TOWNSHIP 36 SOUTH, RANGE 39 EAST AND SECTIONS S AND 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST CITY OF PORT ST.' LUCIE, ST. LUCIE COUNTY, FLORIDA. PLAT BOOK IQ l DArC L t SH-4 200 100 0 100 200 ibNowd i Lam- -- ---------� SCALE: 111 � 100' SH-5 I SH-6 I\)-- -- - - -- - - -- t I SH-7 ' MATCH LINE- SHEET 12 - - S H-8 282j--; 5.00 71 p4 L=181.90 i� ` 's, Q10 \ -"" _ _ iiC:D SH-14 I , C.U:E. 1 �3 D-24' 14' 16" 34� ''�' WMT - 16 8. N53000 E N.T.C. `'� P2�9 _',-' ---- --- -+ ---- -- 283 U. 170.78' / 1 (TIE)� IMITS�;�\ \�,`, G 40 ',�� -� I - GOLF COURSE RAD 108 �/ i(TOTAL) OF PLAT \��4oa d 9's TRACT,,6"/ LIMITS = =ii - - - - - - 5.00 �� p0� �' " 1 N.T.C. X�\ 33.549 AC. ± h �`�OF PLAT_284C.U.E. '\ 8.00 ( ) O' O,p� %. 40 G �R _--- y9 �'� SH-9 � �-- LIMITS Ica cb•�j : i �\ AD 109 �.� -.R U.E. OF PLAT / O ,406SPR�J ; - _ \ 3 F- SH-13 r ,. R=339 00� P Z ' v 285 302 \ _ P.T. �vr/�D� `� /�=64 94� \' ` 06 �`; . %%�� I .ARP - - N80'01 '22IF 3w i i i a BOUNDARY OF PARCEL -1' O / D=10' 8 31 �� 1 G� ` V> 211.20 ocn , VERANO SOUTH - POD G - ,r ' 10 J -' - a 11 i �' �- PLAT N0.7 (P.B. 127, PG(S).9-24) /� 20.00• Pp� ��'' �-_ -'(TOT � � iTRACT"CA-7" i 3p1 L.M.E. R N.T.C.`; o _ _ _ ---_ _ _ - !' 35� ` 3ga ( OF- L�---------- - - - - - - - -r J VERANO SOUTH - POD G - i ' !� / % 1 , 0= 1 , PLAT NO.7 (P.B. 127 PG(s). 9-24 cv - • �- - \ DO T. p_ i (NOT A PART OF PHIS pLAT)) �n °o , T� � S68'35 4�4 W � ` ; � , - '� v>`.� 356 �r 50' T i ' '-RAD 107 5 •� 286 S.00 TRACT "CA-8" cD T.C. (/ 28.00' _ _ V o. 8, u.E. 30o p'�� c�r� �� L.M.E. �� p �0 ! 35o y1 � - -- - - �� P.C. p �, SH-10 , 287 ', i I N I �, O•th T%.I. `fl•`9v' •0--� o�N I Q� 0�,2�0� BOUNDARY OF PARCEL- ' ,► SH-12 i 6 O VERANO SOUTH - POD G - 354 `' 8,1 �aE vZ �� h R=137.00 �� A• O�. IMITS_ PLAT NO.7 (P.6.127, PG(S). 9-24) $ Q `► 2ga '�'� �A?n �i', �N� L=95.78' P.C.C. 'A��sr�393 �OF PLAT 3•A'� , ny O , 2g9 `OL�\p D=40'03'26" / �O .2)6 / 352 353 �6 ` KEY MAP I 00.0 FPL EASEMENT �� / O' ENO 56'09E P.T. 1 - - - - - - (O.R.B. 767, PG. 2676) -� '' ' ''��` 7��` `\� ` WMT -�1 s / 8)00' , ,, 1 �` SH-11 ,�1 - - J (NOT TO SCALE) R=650.00' P.C.C. 43.842 AC. ±) ` 2gs L=47.42' -- ,Og„ �f 1 ` D=4' 10'48" 20.0 `I N.T.C. D=30'0� q' , E 27851 �.. S76'06'25"E L=226.0 p, GU p pG• O P.C. 4 L. M . E. �� / 2$ 527 i 2g0 NORTHEAST CORNER OF TRACT "CA-9' -� , RAD 102- / 11E) 6 i VERANO SOUTH - POD G '� ?8S v, 59.28 » l0 R. 9� O_ 7 2 S71' 12 24 E R=179.00 F- i PLAT NO.4 (P.B.113, PG S).11-23) 2 'Q� 9g 2>» - P.T. , ,� /� ` �a'\7 - i AND SOUTHEAST CORNER 0� LOT 296, 39 0, 28.97 L=52.91 / c, iv`t 0 % W 0' PSLUSD EASEMENT 1 PARCEL 1, VERANO SOUTH - POD G - S�0' P.C. P.C. \ I of GOLF COURSE I W 29 D=16'56 14 (O.R.B. 3933 PG.1908) PLAT N0.7 (P.B.127, PG(S). 9-24) 2g6 2 � N.T.C. �- / •� � �� '� � R=480.00 S41,*30 35 E 20�0, , �� , TRACT 6 = p �, (33.549 AC. ± L=41.05 1'3.40 ZM.E. ,' ) `\ 7.92 ; �`. ��ON tS NO D=4'54'00" P.T. - - �\ �/ �'/ .T.0 �� O R=130.00: �A0 iRAD 1 _05� � ` ` `� W LIMITS OF PARCEL 1, °� z /N- - \ -RAD 1'04 Z ' VERANO SOUTH - POD G - rC' L= 67.23 , PLAT N0. 7 P.B.127 PG S . 9-24 & = , » �P N.T.I. ��79' / R=469.00' D-29 37 44 4024 T.C. 146 / �` 6 .00iNPO / L F GOLF COURSE 5.00 D=10 38 03 �,09 » P.T. TRACT "6" 00 �7 Za 0,/ LIMITS Al ` �-- ` , TRACT CA-4" 29 e i ' 5 , (33.549 AC. ±) 5�6.Og 1 c `0 •E• OF PLAT 171 Q LIMITS IMITS OF VERANO SOUTH - POD G - OF PLAT p\ 00� cai 169 VERANO SOUTH - POD G - �'�-� PLAT NO.4 (P.B.113, PG(s).11-23) S8•S , 2� .` PLAT NO.5 P.B.101, PG(s .34-41) G 155 �6?�� 6'Zi C. D 16l (NOT A PART OF THIS FLAT) -� \ w 156 stS�•?9. i 05.'f 5.00 , //rra r - ` w rn '00' , ; P.C.C. �L=1 �0✓.0 1g5 , Radial Bearing Table �r r•, R BOUNDARY OF VERANO SOUTH - POD G 0000; �w 151 D.E. 163 G`'o ` _ PLAT NO.4 (P.B. 113, PG(s). 11-23) _ - No. Bearing 1y1 `� �\ z z N 15$ i 160 _ �-; , - �- G o ', �` S65'32'40 W Lei i 1g1 �' c� cr / RAD 101 " . , V j L` ^ i , 15g ' ' cq o _ - -' � Curve Data Table '� to i PLAT N0. 40SOUTH - POD G - " - I i _� _ _ r RAD 102 S08'03 40"W o M . o j (P.B. 113, PG( s .11-23) U, 1 w z ) _ _ �cp RAD 103 S30'13'45"W ` TRACT "CA-1" ` , (NOT A PAT OF THIS PLAT) o , _ ' o No. Radius Arc Delta ��-r ,- - - _ _1-i---------- _ - - �- - -r �� 00 0 12� RAD 104 S18'27'51"E 149 N _ - - - - nRp' 20 12g C31 100.00' 111.44' 63'51'01" co(.3 v SHiNNNAOER�IV) _ - ;- \ D E 129 RAD 105 N31'14'17"W iTRACT "CA-3" 148 w rw ;`, APR AC.� „R_1" _ 134 131 13p Nr�-. - TR - - 136 135 133 32 �D 106 S48'25'20"W l _ - _ _-*�, ---_ - - y _ _ - - i 1$13 �` RAD 107 S87'50'05"E �w� �s •w wow w® �� s4 �� a �� RAD 108 S22'43'02"E RAD 109 S54'34'09"W P.8- ----- Plat Book Indicates (PRM Permanent RIW ----- Right-of-Woy (R) ----- Radial ® ----- Reference Monument-4"x4" Pg(s). -- -- Pages) P.U.D. ---- Planned Unit Development (NR) ----- Non -Radial Concrete Monument LB7768 LEGEND (Unless Otherwise Noted S.F. W. M. D. - - - - - South Florida Water Management District - - - _ _ ( ) P.C. Point of Curvature C.M.' ----- Concrete Monument P.O.B. ----- Point of Beginning P.T. ---- Point of Tangency R ---- Radius LB Licensed Business ❑ ----_ Indicates found (PRM) Permanent Reference Monument-4 x4 C.U.E. - --- City Utility Easement 30 29 Concrete Monument LB7768 P.C.C. Point of Compound Curvature L ----- Arc Length ----- Section Corner D.E. ---- Drainage Easement _____ ____ 31 32 Unless Otherwise Noted P.R.C. Point of Reverse Curvature D - Delta -Central Angle O -- -- Set Mag Nail do Disk LB7768 ----- �r Maintenance Easement N.T.C. ----- Non -Tangent Curvature CB ----- Chord Bearing L.M. E. L ke Main ten a Q - - - - - Set Mag Nail &' Disk Stamped REF. PRM LB7768 www.GeoPoint.org Licensed Business U.E. ----- U`ti/ity Easement N. T./. ----- Non -Tangent Intersection C -- -- Chord Length SMGD ----- Set Mag Nail & Disk No.: LB 7768 WMT ----- Stormwater Management Tract REF. ----- Reference PSLUSD #11-652-36H e0 � 111t 4152 West Blue'Heron Blvd/ Suite 106 Riviera,Beach, Florida 33404 Phone: (561 _444-2720 CITY OF PORT ST. LUCIE PROJECT NO. (P25-118) SHEET 11 OF 16 SHEETS PLAT BK 141 PG 12 AS"IN R REEK LF R P C CO COU SE LAT PLAT BEING A PORTION OF SECTIONS 29, 31 AND 32, TOWNSHIP 36 SOUTH, RANGE 39 EAST BOOK AND SECTIONS S AND 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST PACE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. 200 100 0 100 200 EAST LISE OF S.E. 1/4 WEST LINE OF S.W. 1/4 SCALE 1 "1 — 100' ES t RGE 39 E SEG 3GE 39 E TWP 36 TWP 36 S, R MATCH LINE - SHEET 113 �� _� �I® ws s ® ® �® �s wes ® ® D®s - - 7. SHINNECOCK DRIVE 241 240 ` (PRIVATE I-V 1 239 238 237 236 235 234 233 232 1 TRACT - " ..CA-12" rr TRACT R-1 It 255 BOUNDARY OF PARCEL - - - - -------- — - - _ 11 VERANOSOUTH-PODG- �_- ------ ---- ----- - VERANO 1 I PLAT NO. 7 (P.B.127, PG(S). 9-24) I, SOUTH LINE OF S.E. 1/4 , - II SEC. 31 32g 327 R=390.00' g2a 31 32 '�` SOUTH LINE OF S.W. 1/4 SEC. 32 ___ --- -------------- OF- ----- �- , 1 TWP 36 S, RGE 39 E ----_- - II TWP 36S,RGE 39E� / �,I L=32.37 - -- ---- - - ---- ---- �I - j ,,' - - ,,- - D=� 5� 0= 6 S 329 �� `NORTH LINE OF N.W. 1 4 SEC. 5 - �` ' NORTH LINE OF N.E. 1 /4 N84 04 27 E / SHINNECOCK DRIVE 1 t / � � "' � � I ' TWP 37 S RGE 39 E (PRIVATE R/W) � , 3a3 OF SEC. 6, I P.C. R=50.00' _ _ - I �\ 'I'q 100.29' C.C. - _ - - - - - --"" I' TWP 37 S RGE 39 E 257 ,�' ,'; a - 84.73' ' --- -___ _ _TRACT'R-1"- - - `� -° ,� �� , \-------------- � � �` �� 7 �, / P.T. 0=9T05'5 ' _ �� Al R=-145.00 9'ri.. _ L4 "' ` a �� \� I ; 258 �/ I L=217 78'�' / T.I. L3 I I I I V Q $� `` \ �J 7� D=86 03 12i r r 325 / V 44.06 I P.R.C. 330 I ' a4 431 EASTERLY LINE OF 259 ► (TIE) I I ; r- 0 C ` 200.0' FPL EASEMENT ' I 'I ; LIMITS I I I I I I 390 \``�\ 6R'W \ `` (O.R.B. 767, PG. 2676) ' OF PLAT I IMITSC. , t I 2so ; I S32'38'06"E OF PLAT I 324 GOLF 52.28' I I I I - - _ 11 I i P.C. COURSE I 331 i I I4 I `---------- ---------- W i TRACT 611 261 ; i I I (33.549 AC. ±) P.T. ' / r. r I I I"��TRACT 'CA-22.r 323 ` I / TRACT QAA T \,, I ( t� 11 r PARCEL-1 1 I VERANO SOUTH - POD G- r r� 262 PLAT NO.7 P.6.127 PG S . 9-24) R=230 00, i O 1 20.00� I MI (NOT A P F.B. OF PHIS T'LAT) 322 L=1 13.88 I , O l t I g 1 1 I r rr L:M.E. I I 263 �5.00 I P.C. w C.U.E. I I w 1 I i17 I I 321 in Ii 264 I .. �� t t 4 33 It i 1 �00 IT,RACT "CA-1 M " � I WMT - 171 r TRACT"CA I p h °° d i (2.507 AC. ±) i 5.00 1 � 8.00--+ I N ^ 1 I / / � I C.U.E. 1�/ 1 265 U.E. i i i �8 00 320 V' O P.T. 1 �1 1 '393 1 II , 1 28.00' SUE 1 1 ` I ► / 5.00� � 319 W t L.M.E. I� i 1 C.U.E. 266 i I I I I MO t j 1 '1 1 t 1' $ 00 394 11 t\ LO1 1 I 335 1,� 1 O,E• 1 !O P.O.B. - PARCEL 3 318 cfl :t i 11 T. 1r 11 �\ Q25 1 r 1 267 N:1075860.9367 cn 1 11 �$ E , 1 6p 1 it 1 �\ W E:829757.4248 ' N 12'20'00"W I 1 w 111395 / 11 W I I , 317 N.T.I. 336 R/ 1I I, 1 r 268 .I i � — I-{ — - — - — — - — r 11 1 135.N.8c. N77°40 00 37 ,111 ,11j1`' 111 I ---------- ' \ I r » , 1 2s9 N88 0,1 15 E i 316 P.T. NIN o �� RAD 97 1 8.00' E I 418.00 ' i' �, `� ,�o�' S12'20'00"E ' `, ( 1 WMT - 16TIEW �I 1 270 ' I I ; 315 Oj0 /1� �) fr330.00' ` 1 111',1 111 J t O �.N.T.C. t r60.0iOIMITS F DI -" _ 1 R/ I 1'ONi� C35 % 1� 1 200.0' FPL EASEMENT 271 III L1 314 II 4 11 N.T.C. C34 I 33 r`1 m` (O.R.B. 767, PG. 2676) i N.T.C. I 9 OG 1 11 ~ 19 4.02' 11 W Q Q 11, Q 272 i _ LIMITS (TIE) �11 t p 1 , 313 OF PLAT 340 ,1 N n I' ', ..Cp.23 1 1 1 Y pG 11 .� TRp`CT t1 PARCEL-1,- oui273 11 Q U t ' P.C. ACT ..CA-14 i 11 1 I VERANO.SOUTH - POD G - / v ► TR 1 1 1 PLAT NO.7 (RBA27, PG(S). 9=24)✓ 312 ', 399 (NOT A PART OF THIS PLAT) a 341 t 274 �i 1 =11 ', W C. Q N a, OUNDARY OF PARCEL -1 It VERANO SOUTH - POD G - i v .., CA_g" 1 N9�00'00'tiV 311 PLAT N0.7 (P.B.127, PG(S). 9-24) 1 a TRACT CD 275 �1 136.56, w z 342 1I t i P.T. GOLF COURSE vS I wo 11 t '310 TRACT "6„ o r I w M 0;� I 401 276 BOUNDARY OF PARCEL -1 (33.549 AC. ±) U-I z °- p0� O t I , t t VERANO SOUTH - POD G - 343 1 PLAT NO.7 (P.B.127, PG(S). 9-24) N hM U)(16 U.1 277 ;tI Its 309 �ci w I III III w cn ;II Ii I ;I I� • , Q N tl Ili 0 00 344 I , 278 30a Icj �OLIMITS ef't0:� I OF PLAT I I 279 ;i 1� 711 JII 345 30 i I . P.T. S2.50'00 •'1�V i 280 I I I I; LIMITS , I 306 OF PLAT 96.00 I I TRACT , - i I CA-25 I, 346 R= 430.00' I I 414 ,► P.C. L=181.90' - P.C. I I 413 ' 281 ' I N5 30 00 E L=893.21 I , I Dw=2w' 14' '16" ' 405 170.78347=1190100 95 (TIE TO WMT-18) TI , 411OTL) OTA),sae®��• 412 MATCH LINE - SHEET 11 P.B. ----- Plat Book RIW ----- Right -of -Way Pg(s). ----- Pages) P.U.D. ----- Planned Unit Development S.F. W. M. D. - - - - - South Florida Water Management District P. C. - - - - - Point of Curvature P.O.B. ----- Point of Beginning P. T. ----- Point of Tangency C.U.E. ----- City Utility Easement P.C.C. ----- Point of Compound Curvature D.E. ----- Drul inoge Easement P.R.C. ----- Point of Reverse Curvature L.M.E. ----- Lake Maintenance Easement N. T.C. ----- Non -Tangent Curvature U.E. ----- Utility Easement N. T.I. ----- Non -Tangent Intersection WMT ----- Stdrmwater Management Tract PSLUSD #11-652-36H (R) `---- Radial LEGEND (NR) ----- Non -Radial C.M. Concrete Monument R ----- Radius LB ----- Licensed Business L ----- Arc Length 3029 31 32 _ Section Corner D - - - - - Delta -Central Angle CB ----- Chord Bearing C ----- Chord Length r- - -- - - -- ----7 I t SH-4 Lam- -- ---------� SH-5 SH-6 .--D - - - - - - - - - - - - - - - - - - - - SH-7 I I I SH-8 �t ( SH-14 I ----------r --} — — —— -- II Ia--------� SH-13 I SH-9 z ' Ww II :2 II I o� II aL II Q II I I Of 00 1 -iJ SH-10 SH-12 I 1 � 11 L 1 KEY MAP I( \, 1 sH-11 - - - - (NOT TO SCALE) ---------- J 1 1 e Data Table Is Arc 1 Delta 176.25' 1116-42'32- 74.81' 72-38'55" ' 46 62 126-11'06- ' 49.59' 16' 19'43" Indicates (PRM) Permanent Reference Monument-4"x4" Concrete Monument LB7768 (Unless Otherwise Noted) Indicates found (PRM) Permanent Reference Monument-4"x4" Concrete Monument L87768 (Unless Otherwise Noted) Set Mag Nail & Disk LB7768 Set Mog Nail & Disk Stamped REF. PRM LB7768 SMGD - - - - - Se t Mag Nod & Disk REF. ----- Reference Line Data Table No. Bearing Length L3 S05'55'33"E 8.00' L4 N84'04'27"E 56.23' CITY OF PORT ST. LUCIE PROJECT NO. (P25-118) Radial Bearing Table No. Bearing RAD 97 N89'30'29"W RAD 98 N11'52'37"W RAD 99 N2722'29"E RAD 100 N50'17'51"E )Point.org / Licensed Business No.: LB 7768 C/1int 4152 West Blue Heron Bl/ vd Suite 106 Riviera Beach/ Florida 33404 Phone:,(S61) 444.;2720 SHEETj1'2 OF 16 SHEETS go —4 PLAT BK 141 PG 13 iASTORCREEK GOLF COURSE PLAT MATCH LINE BEING A PORTION OF SECTIONS 29, 31 AND 32, TOWNSHIP 36 SOUTH, RANGE 39 EAST MATCH LINE -SHEET 14 SHEET 7 AND SECTIONS S AND 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST RAD 9 p=64'12'28" N.T.I. RAD 8 MATCH LINE SHEET 14 �.. _. �. N.T.C. L=114.04' �- CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. -�� R=191.00' R=226.00 f N88'0o'00"E SS , Ss�3•j �3R,=47.85' 1 GOLF COURSE TRACT "8" / PT , �s o L 270.40' O� D=12'07'49" (16.677 AC. ±) / \ / / C. 1I 7 °' 6 _ 20.00 6� ' (TOTAL) I (T �500'OF U ,s (TIE)25 07 L.M.E. ' �� r AD 92 TRACT "CA-H" / Z �� N7T36' 1791E R=750.00� J (0.645 AC. ±) / �' 45.37'��L_136.08 P.C. LIMITS OF PLAT �� D-10'23'43" �z7 424' T.C. \ N.T.C. �. / 13_ R=213. 0 �82. 64 ti g N35'35 07 E VVMT - 13 RAD 90 ' 20.00 y �cr L=25.23 ��5 .Op • 8.00' (2.315 AC. ±) C.U.E. „ . •per , �� P.T. ' \ TRACT p" i - O� O�S O S21' 15'49 "W , 11 / -� \ �� (42.821 AC. ±) I ,' . �8?`36 OHO 1 �O°� 2.30' 1 1 01�� 1 SEE DETAIL F I P.R.C. \�680�SP6. �\�s,�o o a''\\ 28.00' P.c. (SHEET 151 ° �L.M.E. °' ,' ,�,• h ° In � � � � � TRACT „M 6'' `� S52'56' 16"W �' :�^• � O '� R=213.00 $9 I ,' • (42.821 AC. ±) ` 8.00' ' �''` �, h iQ- `now oo L: /184.19' �65� �5�, �,S �2S P.T. D=49'32*43" A� 00 ,. 28.00 �s '00• _ • �- 0 P T 0 N..C. T.I. / M Z / N34'19'14"W �R�g3 L.M.E. 0�3� RAD 9 L5 (RADIAL-) �, � CO 00 �� 191.96 , , , P.C. ,' C42 • C. � .T.C. S88'00'00"W _ � L=89.78' •. _ D=4'21'34" EASTERLY LINE OF o - - - - - - 28.00' I `.� \ �s. " 100 ,� (TIE) V) - N47'2411 E 200.00 FLORIDA POWER AND LIGHT N.T.C. - R=213.00 I �� 1 , 1'S I EASEMENT (O.R.6.767,'PG. 2676)=92.11' L.M.E. I �82�psT• 8.00' �,� N T.I. SEE DETAIL 171v ,�� D=24'GOLF COURSE 4s'38" VVMT - 12 °O�` 5 (SHEET 15) �T.I. S09'32'36"E (11.926 AC. ±) I N.T.C. \ 0.�� 1 N.T.C. TRACT "4" I / ��I 8.00 ' �, ,A\\��SsA �PO\P�1�� (50.507 AC. ±) iI ` _ __ P.C.C. L=92.08' RAD 80--�'' A �` \'I „ r'o� ;p. S5'I �� N 19'04 00 W D=24'46'05" 20.00' R=80.00' p.4 �� 95.42' o� N61'04 07 E_ ' �� o (TOTAL) 11 �` �� (TIE) L.M.E. _ - - - - - L=1 16.61 , ' - _ D=83'30 48 i It -- cs cs 9 6.29 - - ., S60'22 07 E I �� '` \ 43'23 08 ` CU c3` •� O . 7J i ^ �� rrcPs L o�.. \ , AD 87 y �/ ` ' C.C. 5 r' �� O� .'I C=251.40�� 120.63 �� rv: '0 0 N.T.C.N N.T.I. R=332.00 N.T.I. N RPM T.C. „� i GOLF N8O' 19 09 E 'I = COURSE i �� 40.56' -'�G38 ,37 T.C. �� 0\ ; --�A92g2`°, 1 R=1180.00' P.T. 20.00 �� - G I > N.T.I. �� TRACT „8, / cv 3p D 0 'C ^� O� L.M.E. SAD 86 0` _ 9 , r �\ 2113 , �00 L �5, L=63.79 I, ^ U (16.677 AC. ±) �\763 , �, , �� , - G3 /� M ! R90•06' P.C.C. R,2 �`L. �`L D=3'05'51" IN T.C. , 1�p.0p, II ~ 6 p�. ------- - T.I. 1'N� w� w� N N "' �' S19'04'00"E I ' I N68 1 O'28"E '� '`F M i 345.18' ' I • T.C. D=40'38'36" N.T.C. ► �w •- w P.C. N1904 00 W (TOTAL) 20.00 ' ' I 30.00' L=244.73' 83.14 PW O 82.52' R=345.00' vi v�wi vi 1, w0 M, I p rD � GOLF COURSE P.T. GOLF COURSE 1� Z ° I`z,a TRACT „8„ "„ J I TRACT8 (16.677 AC. ±) i S88'01 15" W go Z i 50.00' Sg (16.677 AC. ±) V) I w C.C. W 4 W •6�• R=118000„ P.C. S85'56'00"E R-1020.OQ„ _ L I T. D=1414 00 P.T. O,QQ„E 260.00 L=293.13 181.00' T. D=21'00'23 N I N7g 5 L=373.9G' TRACT „p„ R_ (42.821 AC. ±) i o D_ 255.95 W i I , --33-19'00„ P.C. �Z I I , L=148.83'Lo J II Q I _ L0t r I TRACT „p„ Q (42.821 AC. ±) a ' I O r R=930.00' R=50:00' L=239.50' 00111 L=67.82' � 4D=14'45 18„ -Q D=7T256Z gD„ (42.821 C .�i ' I I P.R.C. 1+� I i LIMITS I L=203.70' , R.C. i OF PLAT i ) " L=541.92 „ L=149.62 ' I D=1414 00, C. 181.009 D=22.30 00 P.T. R=820.00 " T. R=1380.00 - D-6' 12'44" /o N85 56 Op y1 , _ _ _ _ D=6p• v) h 0 PSLUSD EASEMENT I ' , -4 L= 3`3'p ~ ' (O.R.B. 3933 PG.1908) I O„NN 26c).00R=820.00 p-16'17'16" .13, i 6»W j T.C. R_ 22j936 � I I , 88 g•rJQO N.T.C. , =19.88--------------N12 210 L=271 P.C. S7 - - - L=392.30'�- 8.00' 1 Op. i L.68.5 41„ D_7.10 00' L=183.83, � D=1'23'20" R=1380.00 28.00 I , !:!_- R.C. R-218 D=12'50 40 v i „ L.M.E. RAD 9 R=930.00� / � 20.00 I ,300.00 (TIE) ' 20.00' S02'40 40 W L=271� 10 Z 9 R R-930.00 C.U.E1 6 L.M.E. D=16'42 06 \ �� 12� T. �\ AD 9500 (TOTAL) / L=31.60' \ „ ` 200.0 FPL EASEMENT i �2 �00 / (O.R.B. 767, PG, 2676) O .� P.C. s74'o2'31 "w SEE DETAIL "E" 0=1_ss'48 ; \ P.C. R 50.00 VVMT - 15 THIS SHEET ' I ' 65.47' I ( ) L={74. 11 P.R.C. N44 31 .#8 E I I S88-01'15"W i T I S53' 17'44"E (5.819 AC. ±) 0=84'55110" (RAD/AL) SOUTHWESTERLY CORNER OF 1 PLAT BOOK \ ` PAGE I "l 00 100 0 100 201 SCALE: 1 • • r- - - -- - - -- - - - - � I � SH-4 I r SH-5 I SH-6 - - - - -- ' f I SH-7 ' I I I SH-8 C:::D SH-14 I I I li I I I i SH-13 SH-9 z ' w� w w O---- - - - --r 02 i , I I SH-10 SH-12 , I � I I KEY MAP I I i, SH-11 - - - - - - NOT TO SCALE LI -\- -----J DETAIL "E" (SCALE' l "= Il LIMITS OF PLAT 11 6p 33 N52'33'39"E 22� 06' 46.28' R_2j� po (TI E) 5,5, , ' �`. P.T. o�\��,Q \\ T o tiFo N4140'10"W �ciyL Oc 36.64 P.C. �- - °°� �G 224 '�,, � HMO 1 SOUTHWESTERLY CORNER OF I (,0 O LOT 223 VERANO SOUTH - POD G - I PLAT NO. (P.6.113, PG(s).11-23) & VVMT-15 , j NORTHWESTERLY CORNER OF LOT 225, i O PARCEL -1 VERANO SOUTH - POD G - P.C.C. ' ci PLAT NO. 7 1127, PG(S). 9-24) 20.00' ,' GOLF COURSE a ' L.M.E. • TRACT "T' 223 T. LIMITS OF VERANO SOUTH POD G - PLAT NO.4 T. i`Li'��hh0 P.C. (P.B.113, PG(s).11-23) O `y .C. LIMITS LIMITS 225 OF PLAT ' N63'59' 1291E OF PLAT LIMITS OF PARCEL 1 S 60.40' 226 VERANO SOUTH - PdD G - ��;oo PLAT NO.7 (P.B.127,1119-24) F: I 50.00 ' 66.LOT 223 VERANO - POD G -S53 21 05„W I P.T. PLAT NO. (P.B.113 PG((s).11-23) & I TRACT "CA-J" 84.95 I S56' 17 58 E T. 0 S79' 12 57 E NORTHWESTERLY CORNER 0� LOT 225, \ co (0.064 AC. ±) 30.00' - 5.51 R� 4 S8„ _ _ _ 59.38' PARCEL -1 NO.VERANOP B 127,1119-24) \ `S37.30'00 "w N I I � 20.00' S01-58'45"E GOLF COURSE REFERENCE POINT "B" N � - I (NORTHWEST CORNER OF '� 138.32' TRACT "7" \S°� Op• P.C.\ OTA 5 - 18��2 IMITS,OF VERANO SOUTH - ao P.T. D, 20.00' N 63'59 12 E 2�5 POD G - PLAT Ill PARCEL 1, VERANO SOUTH - r0 „ (14.489 AC. ±) 17• - S88'01 15 W C,143533,. 60.40' '.pT _ _ _P.C. ; (P.V113, PG(s):11-23) POD G - PLAT NO. 7)20.00' L.M.E. .43 (P.B. 127, PG(s). 9-24) S88'01' 15"W 46S p� N:1076883.3549 38.00, I R.C. D_ , „ C. VER'TANO sou H PaD G - E:829303.8439 54'23 25 GOLF COURSE PLAT NO.7 (P.B.127, PG S). 9-24) GOLF COURSE L=280.04' TRACT 7 226 OF LIMITS - I TRACT , 7,. R=295.00' (14.489 AC. ±) S88.01 '15„tiV I ) \ � (14.489 AC. C' ± IMITS 58.00' D=20.05'OF PLAT 'P.T. till 37LIMITS 83P.T. L=N48'1556'N S4•0427y 7.01 R=130.52 0.00! , P.C. 22a OF PLAT 362• I N) • I I I ^ 5040, 25n 249 2�a 241 W v 253 252 251 BOUNDARY OF PARCEL -1 2.46 245 3j 00'�y �0' 01'�, ' v M TRACT 254 VERANO SOUTH - POD G - 244 �9' / y66. 7 a 6 ' �o .�. Curve Data Table I EASTERLY LINE OF p . v CA-3 PLAT NO.7 (P.B.127,PG(S). 9-24) 2A3 IMITS !7 $3 �� 2 1200.0'FPLEASEMENT .�� Q TRACT --------------- - OF PLAT T.-�,ZO' 1 ,,;'MATCH LINE - I (O.R.B. 767, PG. 2676) CA-2 - - -�' - - - - _ - - - _ 242 R 23 SHEET 10 No. Radius Arc Delta --- _ - SHINNECOCK DRIVE - -�' _ Al qo 232 � � 255 ; _ -_ _ _ _ -_ __ - (PRIVATE RAN) I ; ; _ 2 2 239 238 231 236 235 234 233 s' i.,��'i `s C36 90.00' 1 18.44' 75;24'12" _ TRACT R-1 .-L� �� s s �� • .,� w� �� .ww. .�� a w �� s �� ■ ® ws, s� �..■ �� `�� hale maw. ® �� .e �� . s� ®■� �� C37 214.00' 44.51' �11'S5'03J/ P.B. --- Plat Book U.E. --- Utility Easement MATCH LINE- SHEET 12 D --- Delta -Central An 3°32 Section Corner C38 202.00' 33.74'( 9'34',15" 0 --- Indicates (PRM Permanent Reference Monument-4 x4 C39 520.00' 75.43' 1.8:1 "41" Pg(s). --- Page(s) WMT --- Stormwater Management Tract LEGEND CB --- Chord Bearing Concrete Monument LB7765 (Unless Otherwise Noted) P.R.C. --- Point of Reverse Curvature Indicates found PRM Permanent Reference Monument-4"x4" C40 60.00' 118.22' 112'53'39" South Florida Water Management District R/W --- Right -of -Way C --- Chord Length ❑ _-_ ( J Concrete Monument LB7768 (Unless Otherwise Noted C41 90.00' 146.26' 93'06'38" Radial Bearing Table No. Bearing \ RAD 80 S47'24' 11 "W RAD 81 S20'33'56"W RAD 82 N23'35'02"W /RAD 83 /S11 20;42"E RAD 84 / N26'03'.54"W RAD 85/ N18-27'33"W RAD/86 zN17'42'36"E RAD 87 N35'11'52"E P.O.B. --- Point of Beginning P.U.D. --- Planned P Unit Development - - N.I.C.Non-Tangent - Curvature (R) -- - Radiol O --- Set Mag Nail & Disk LB7768 C42 55.00' 104.36 108'43 06" C. U. E. - - - City Utility Easement P. C. - - - Point of Curvature N. T.l. - - - Non -Tangent Intersection NR ( - - - Non -Radial - `- Set Ma Nail & Disk Stamped REF. PRM LB7768 g P C43 1 82.00' 208.91' 145'58'24" D.E. --- Drainage Easement P.T. --- Point of Tangency R --- Radius C.M. --- Concrete Monument SMGD --- Set Mag Nail & ,Disk PSLUSD #1 ]-652-36H L.M. E. - - - Lake Maintenance Easement P. C. C. - - - Point -of Compound Curvature L - - - Arc Length LB - - - Licensed Business REF. - - - Reference CITY OF PORT ST. LUCIE PROJECT NO. (P25-118) Radial Bearing Table No. _ Bearing RAD 88 N09'32'36"W RAD 89 N38'22'59"E RAD 90 S 18109' 1 1 "W RAD 91 S52'56'16"W RAD 92 N35'35'07"E \RAD 93 S32'45'33"E RAD 95 S02'40'40"W 1 RAD\96 S12'13'16"E Licensed Business No.: LB 7768 Z-.-q / u,eb.-POirit / 77 4152 West Blue.Heron Blvd Suite 106 Riviera Beach, Florida'33404 Phone�(561) 444'2720 SHEET,X13 OF 16 SHEETS PLAT BK 141 PG 14 ACTnrz raGry rni G rni iacG Di AT ' 1 SEE DETAIL "G" (SHEET 15), /, LIMITS N44046101 "E OF PLAT 609.13' (TOTAL) i N:1080204.8425 E:829189.0642 PLAT BOOK BEING A PORTION OF SECTIONS 29, 31 AND 32, TOWNSHIP 36 SOUTH, RANGE 39 EAST I AND SECTIONS S AND 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST PACE l� CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. i MATCH LINE - SHEET 6 TRACT "B„ (20.252 AC.±) RA w -r d► LU�� Z R=58.00, Zod + L=31.82' ZJ� 20.00 + v �L�140.Q0' P.R.C. D=31'25'56" F JQ6 - W�M C.U.E. 3j39'33" ' W m i`` R�213.00' C.C. TRACT "C" =O-o i U 4 (34.612 AC. ±) pew LIMITS I a , - P.R.C.'- ` 1 u,oW OF PLAT i U v R=213.00' , , �920135 ' U-U) ' LC. 71.39' •00, w ' H , D=19'12'12" rN L=68.61', D=18*27'21" opr) I (TIE) 28.00CL '� ` 1 , L.M.E./POA P.T. 1 �\` 2 1 00 . �`Sj. I � ' ;n I `� �O, 38• o ' i ' i cn 1/1/11IIT - 10 ly 1 ' p rn i 28.00' (5.332 AC. ±) _ ^ CdI I L.M.E./POA \\' P.C. ."0 p o , to T. to R=9 8.08, P.R.C. � i L=60.03' I = » R=213.00'/, o D=16'08 49 1 D=91'03 26 28.00', i=111.14 L.M.E./POA/ 60 (TIE) - P,R.C. - - , , D=29'53'41 28.00' i oo`0 N.T.C. L.M.E./POA , co O� 200.0 FPL EASEMENT 1 R=213.00' R.C. - - ` - - _ _ _ _ , cn.h4i (O.R.B. 767, PG. 2676) i D=4602' ' P.R.C. 4 v L=171.16 0 R=930.0 ' C. '-_- 4 � \� R=58.00' D=13'39'37» P.T. -- -' v U L=27.35' L=221.73' S76'3Q'QO„E R=50.00' 0M: O �i - �` D=27'01'07" 120.00' C.C. L=74.39� " Job �IU \ S19*1059 E D=851422 I �a� c ' 6 (RADIAL) R=570.00' W w It 11,- o L=19.78' • D=1 *59' 17" ¢o� �'� , wpm N `� SEE DETAIL ,,F 1 w w Qo� i --L 0 (SHEET 15) TRACT "C„ I w0 r7 w tL w °� , ' o¢ I� R=213.00 (34.612 AC. ±) ' Uj zLU " oW b i o� L=183.58' NN N '� ' Z D=49'22'55" \ N34'09'26"W o Z(RADIAL) 1 ' �. L=139 91' D=14'03'49*' - - - S88'50'00"E - - - - '1 i 20.00' 1 30.00' R=570.00' 120.000 84.60' N76'51'06"E N.T.C. I< i T.C. S7 1 i w 4 _ P.T. 6�30'00"E D�12 00.19' P.T. (RADIAL) N.T. GA -' I -RAD 75 - - - 20'00" i �/j ,��' i - , _ R=930.00' N.T.I. N.T.C. T.I. • , 0- pow S88'01 15"W - -, %� T.I 8 0024 36 E 28.00' ' - -C_ C45 Z w - 50.00 C46 ' L.M.E. _ - - ` - - - - 1. to to NO �� r J `r't,, 30.00' ' P.C. L=65.56 N.T.C. to No N. C.U.E. - i 20.00, D=17*38'05" 8.00 60�� n �\ j (TIE) L=10.25;o 10.00 L.M.E. ,j jM z U.E. D=0'37 54 � � S0158,45 E 20.00W P.T. 94.17' MT - 11 (TIE) 1 - (3.947 AC. 0 ±) 20.00' I. SEE DETAIL H \\ \\ L.M.E. �\ & DETAIL 01 20.00 N59'33'03"E r Qi T.C.70.21' C.�(SHEET 15) o ' ' 1� 6 P.C.C. D=''N.T.C. 71.45 -16A Nr R 223.00' 9 'I p\P\\ N.T.C. I I i TRACT "CA-H„ LO L=6047 , R=3 1800, �' - - - - - N65 6 �1 N.T.I. O .. 10 D=15'32 12 I I i Q r. ,�� N.T.I. � �\�� D=50'2104 \� O.S 0' PSLUSD ^ c�- ' I' EASEMENT w R=180.00 ' (O.R.B. 3933, �' pj r7 GOLF COURSE 1 i PG. 1908) p I� 00 TRACT 8,� 1 ^ o :n (16.677 AC. ±) P.R.C. �- �' 1 8Co I I N ;Qn 1 1 i 20.00 GOLF COURSE M 1 , I i C.U.E. TRACT "8,. P.C.C. di v TRACT "CA-H" (16.677 AC. ±) 36 1 ,1 (0.645 AC. ±) L�32 �'06 i 1 I (TOTAL) r i LIMIT 182.39' C. R-6 I, OF PLAT P.T. N88'00'00"E II � P.B. ----- Plat Book WMT ----- Stormwater Management Tract ' P9(s). -- -- Pages) RIW ----- Right -of -Way S.F.W.M.D. --�-- South Florida Water Management District P.U.D. --- Planned Unit Development P.O.B. ----- Point of Beginning P.C. ----- Point of Curvature C.U.E. -� City Utility Easement P.T. -- -- Point of Tangency D.E. ----- Drainage Easement P.C.C. ----- Point of Compound `Curvature L.M.E. --- Lake Maintenance Easement P.R.C. ----- Point of Reverse Curvature U. E. - - - - - Utility Easement N. T. C. - - - - - Non -Tangent Curvature PSLUSD #11-652-36H ..H LINE - SHEET 5 N41'50'48"W \ R=470.00' 222.91' L=187.98' (TOTAL) \ TOTAL ' P.C. �0 I 200 _ 100 0 100 200 T - 9 I L.M 8.0 P'OA �-22' � '59" TRACT ,�C„ / P.C.C. �1 19 0 AC. ± (34.612 AC. ±) » N41'54'00"W u _ i P.R.C. R=50.00 , N23'34'07 W-/ OR/5 137.00' SCALE: 1 - 100' L=89.29' (RADIAL) S48'06'00"W I 28.00 D=102'19'11 `t'� 62.25' L.M.E./POA �, (TOTAL) p0 ,R=680.00' 0o.o T.I. L=69.26' I -- -- - - -- - - - - � �N1 0=5'50'07"' (TIE) L=69.26 1 1 P.T. �' P.T. D=5'50'07" ' SH-4 R=65.00' I I R�50.� " �5 00 - N.T.C.=124.20' �82'50 OrW 3 » � D=109'28'54" I -71.82 572�60 S17'21 05 E I 0�� ' 8.00 P.T. S01'44'54"W Q 5� ,' SH-5 1 SH-6 I » -' RAD 64 I TRACT C - ' 0, 1 68.67 (34,612 AC. ±) P.C. - ' 20.00 �G------------ -- - - -� $6 28.00 C. F L.M.E. L.M.E. I �' SH-7 I ' iQgO \ R=95.00� I ' M D=37*1607 � I Nw Uw w '�.' �\ /�� T.C. GOLF COURSE I SH-14 SH-8 4 M � � WMT - 8 \ �9� \ , TRACT „4„ , ca 1 �1 -� mow/ \i.� ,�I� (4.814 AC. ±) r `� ` R=370.00' (50.570 AC. ±) - - - - - c� to ` c , I I z V Z cn co�pp T P.T. P.T. D=19*48'29" �' i ,c - - - - - Lj.: to w cfl .'" 0 _ _ _ _ - - - - - - P.C. ` - ' N.T.C. I SH-9 o ,o o "' Ix% p0• �,20.00' N.T.C. - - - - - -T 11 , Z - (z '� �' L.M. D=14'16'55" R =214.00� o'W SH-13 w F-\ 52 iQ R-437.18 N.T.C. =103.9 6 Uj� I 1 I C. L.M.E. 0N.T.I.` ' ,��5'`1 '\� pp' ire - 0.00' R=165.00' D =27'50'00" oN li ,A-%�.,� ,O O�:;��$' � .S85*25'46"W _66.94, � Q� � � I -- - - � ."�`O o�00 , Q- ^ 97.56' D-23'14 37 �_ L,�----------- - I�RAD 7 ��0�. N.T.C. S35'48'02"W N80'17'20"W of N.T.I. O �`�°� ,� S' 52.42' 19.62' N67'20'32"W , N.T.L'.0_69 SH-10 8.00 R=64.00 R=134:00' 1 1I I SH-12 ' N.T.C. �/ ` `99.71 � �� i� 'i=56�49' � D=89%16 03 ► 6, „ `�'o I �N .LAD 70 / D 2409 �,6 �� h-'-- ---- -- M� p �^ �1 S05'49 09 W GOLF COURSE KEY MAP pO� `yip pl i 53C..26' TRACT.4,� W I ( 1 1 ,-i \ sH-11 1 - - - - - _ (NOT TO SCALE) 0:1 (50.570 AC. ±) Ill , � , T. IJp� N.T.C. `,\--------- L � _ _ J N.T.C. ' (n 00 R 67.00 o rn R=457.00=103.38 N D_98 0 �;36„ D=8$'24' 10" Z J� �- Li �J -N77'09 27 E SOUTH LINE OF N.W. 1 /,4 SEC. 32, ��.. (RADIAL) TWP 36 S, RGE/39 E 137 007„w _ NORTH LINE OF S.W �1 /4 SEC. 32, 577 092 R 642.00, �TWP 36 S, RGE 39 E N.T.I. L=87.03' D=7'46'03" N.T.C. "'\,N69'23'25"E 7 00 p0' (RADIAL) OI PLC O :75.69' I <��ts'SotS =5'57'25" c.1 P.T. Uw ww N rn V) M SR6. \_ ,,, �Uj �2 00- 1,3 CD 01 I SOp OF GOLF COURSE C6 vi I vi vi TRACT "4 o M I ow - _ (50.570 AC. ±) w w w a- P.C. Curve Data Table No. Radius Are Delta C44 213.00' 118.02' 31'44'50" C45 930.00' 189.93' 11'42'06" C46 45.00' 70.35' 89'34'09" C47 58.00' 98.59' 9723'26" Radial Bearing Table No. Bearing RAD 64 S1744'00"E RAD 65 N58'54'32"W ' RAD 66 N38' 19'33"W RAD 67 N13'31'57"W RAD 68 SO4'12'08"E RAD 69 S56'02'28"E RAD 70 N85'01'03"W RAD 71 NO2'06'03"E RAD 72 N21'57'50"E RAD 73 S6T20'32"E RAD 74 NO2'24'36"W RAD 75 S00'33'49"E RAD 76 S01'47'54"W RAD 77 N28' 10'09"W RAD 78 S23'32'09"W FRAD 79 NO2'58'02"W Lj TRACT „M (42.821 AC. 2j O•'OO. �620'' S57'50'00"E TOTAL MATCH LINE - P.T. ( ) SHEET 9 Indicates (PRM) Permanent MATCH LINE -SHEET 13 ® - - - - - www.GeoPoint.org Licensed Business Reference Monument-4 x4 C ----- Chord Length Concrete Monument LB7768 No.: LB 7768 LEGEND ----- (Unless Otherwise Noted) ! (R) Radial 1 _ _ _ _ _ Indicates found (PRM) Permanent N. T.I. ----- Non -Tangent Intersection (NR) ----- Non -Radial Reference Monument-4'x4" Concrete Monument LB7768 l • R ----- Radius C.M. ----- Concrete Monument ,n (Unless Otherwise Noted) L ----- Arc Length LB ----- Licensed Business O ----- Set Mag Nail & Disk LB7768 / 30 29 4152 West/Blue Hero Blvd/ D - - - - - Delta -Central Angle 3132 Section Corner p - - - - - Set Mag Nail & Disk Stamped REF. PR" LB7768 Suite 106 CB - - - - - Chord BearingSMGD - - - - - Set Mag Nail & Disk Riviera Beach, Florida-33404 Phone: (561) 444=2720 REF - - - - - Reference CITY OF PORT ST. LUCIE PROJECT NO. (P25-118) SHEET/14 OF 16 SHEETS PLAT BK 141 PG 15 PLAT BK 141 PG 16