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Home My WebLink About129 1-10 Verano South PUD 1 - Pod D - Plat No. 5 ReplatCFN # 5417146 PLAT BOOK 129 PAGE 1� Recorded 12/06/2024 03:56:03 PM SAINT LUCIE COUNTY Deputy Clerk TREJOA VEIZAND SOUTH PU.D, I - POD D - PLAT NO. S REPLAY BEING A REPLAT OF ALL OF VERANO SOUTH P.U.D. I POD D - PLAT NO. 5, ACCORDING TO THE PLAT 4,�' �. THEREOF AS RECORDED IN PLAT BOOK 112, PAGES 19 THROUGH 28, INCLUSIVE, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING 1N SECTIONS 29 AND 32, TOWNSHIP 36 SOUTH, SITE RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. W O� r A CROSS A`� \DESCRIPTION TRADITION.. BEING A REPEAT OF ALL Or VERANO SOUTH P.U.D POD D - PLAT NO.5, ACCORDING TO THE PLAT THEREOF AS W PARKWAY RECORDED IN�PLAT BOOM 112,,PAGES/19 THROUGH 28\INCLUSIVE, OF THE PUBLIC RECORDS OF ST. LUCIE Z COUNTY, FLORIDA AND BEING AIPORTION OF SECTIONS 29 AND 32 TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE OUNTY, FCORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF FLORIDA CERTIFICATE OF OWNERSHIP AND DEDICATION (CONTINUED): COMMENCE AT THE INTERSECTION OF THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF THE SOUTH FLORIDA COUNTY: WATER MANAGEMENT DIS RICT/CANAL NUMBER C-24�AS SHOWN ON THE RIGHT-OF-WAY MAP FOR SAID CANAL ' KNOW ALL MEN BY THESE PRESENTS THAT VERANO DEVELOPMENT LLC., OWNERS OF THE LAND 12. THE STORMWATER MANAGEMENT TRACTS WMT-1, WMT-2, AND WMT-5, AS SHOWN HEREON ARE HEREBY LOCATION MAP C-24, CHECKED DATED 1,1`2�5/58 AND REVISED ON 02/23/59 AND THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF THE DEDICATED TO THE VERANO PROPERTY OWNERS ASSOCIATION, INC., FOR STORM WATER MANAGEMENT AND FLORIDA EAST COAST RAILW4Y COMPANY "FT. PIERCE CUNT -OFF" TRACK AS SHOWN ON THE RIGHT-OF-WAY MAP_S,,CAU ED THE AND PLATTED HEREIN AS VERANO SOUTH P.U.D. 1 POD D PLAT NO. 5 REPEAT, HAS MAINTENANCE PURPOSES, AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS No PAGES V.3D/6 AND V.3D/7, ATED FEBRUARY 1, 1960 WITH"TRACK,CORRECT" REVISION DATED 04/28/67;'THENCE CAUSED THE SAME TO BE SURVEYED AND PLATTED AS SHOWN HEREON AND DO HEREBY DEDICATE Scale AS FOLLOWS: SUCCESSORS AND/OR ASSIGNS. AN ACCESS AND MAINTENANCE EASEMENT OVER STORM WATER MANAGEMENT S.43°08'38"E., ALONG SAID OUTHWESTERLY RIGHT-OF,=WAY LINE/OF THE,SOUTH FLORIDA WATER, MANAGEMENT ` TRACTS WMT-1, WMT-2, AND WMT-5, AS SHOWN HEREON, IS HEREBY DEDICATED TO DISTRICT #5, ACTING BY AND DISTRICT CANAL NUMBER -24, A DISTANCE/OF 660.46 FEET TO A,POINT OWTHE SOUTHEASTERLY LINE OF -THE �UNDER DELEGATED AUTHORITY FROM, AND RECEIVING SUCH DEDICATION FOR THE USE AND BENEFICIAL 1 THE UTILITY�EASEMENTS (U E ) AS SHOWN HEREON ARE HEREBY DEDICATED ON A NON-EXCLUSIVE FLORIDA POWER AND LIGHT EASEMENT, AS RECORDED IN OFFICIAL RECORDS BOOK 348,/PAGE 993 OF THE . .1 OWNERSHIP OF, THE DISTRICT IN WHICH THE PLATTED LANDS LIE. PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA", THENCE SA4°46'02"W�ALONG SAID SOUTHEASTERLY LINE OF BASIS TO FLORIDA POWER AND LIGHT COMPANY, ITS SUCCESSORS AND ASSIGNS, AS PRIVATE UTILITY THE FLORIDA POWER AND LIGHT EASEMENT, A DISTANCE OF 1031.43 FEET TO�THE,NORTHWESTERLY CORNER OF EASEMENTS FORS THE PURPOSE OF INSTALLATION AND MAINTENANCE OF UNDERGROUND ELECTRIC UTILITIES ONLY, AND NOT FOR VIDEO COMMUNICATION OR OTHER PURPOSES. 13. THE LAKE MAINTENANCE EASEMENTS (L.M.E.) AS SHOWN HEREON ARE HEREBY DEDICATED TO THE VERANO VERANO SOUTH P.U.D.1- POD D - PLAT NO.5, AS RECORDED IN OFFICIAL RECORDS BOOK 12, PAGES 19 THROUGH ` PROPERTY OWNERS ASSOCIATION, INC., ITS SUCCESSORS AND/OR ASSIGNS FOR STORM WATER MAINTENANCE 28, INCLUSIVE, OF SAID PUBLIC RECORDS, ALSO BEING THE POINT OF BEGINNING; THENCE THE FOLLOWING � 1 AND ACCESS PURPOSES AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS 1 2. THE UTILITY EASEMENTS (U.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED ON A NON-EXCLUSIVE SUCCESSORS AND/OR ASSIGNS. COURSES HEREON BEING ALONG THE BOUNDARY LINES OF VERANO SOUTH - P.U.D. 1 POD D -PLAT NO. 5, BASIS TO HOME TOWN CABLE TV, LLC, ITS SUCCESSORS AND ASSIGNS, FOR THE PURPOSE OF ' ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 112, PAGES 19 THROUGH 28, INCLUSIVE, OF INSTALLATION ANDI MAINTENANCE OF UNDERGROUND TELEPHONE CABLE, INTERNET, SECURITY LINES THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE S.45°25'03"E., A DISTANCE OF 997.22 FEET TO A 14. THE ACCESS EASEMENTS (A.E) SHOWN HEREON ARE HEREBY -DEDICATED TO THE VERANO PROPERTY AND OTHER TELECOMMUNICATION SERVICES. POINT OF A NON-TANGENTINTERSECTION WITH A CURVE CONCAVE TO THE SOUTHEAST! WITH A RADIUS OF / / / \ OWNERS ASSOCIATION, INC., FOR ACCESS RIGHTS AND ARE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID 120.00 FEET AND A RADIAL BEARING OF S.66°33'38"E., AT SAID INTERSECTION; THENCE SOUTHERLY, ALONG THE 3. THE UTILITY EASEMENTS (U.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED ON ANON -EXCLUSIVE ASSOCIATION. ARC OF SAID CURVE, THOUGH A CENTRAL ANGLE OF 16°38'39", A DISTANCE OF 34.86 FEET TO A POINT OF BASIS TO THE VERANO/PROP,ERTY OWNERS, ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, FOR S1.1,UCvp_ PLAT BOOK �Sz BLD� � PAGE CROSSTOWN PARKWAY ,---- FILE NO. RIO BLVD. DATE Z TLIN TIME VD. � A 0.4 ,..� INSTR # 5417146 P BK 129 Pages 1 -10 1 RECORDED 12/06/2024 03:56:03 PMf1 SAINT LUCIE COUNTY DEPUTY CLERK TREJOA ®I REVERSE CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST, WITH A RADIUS`OF 25:00 FEET; THENCE THE PURPOSE,OF INSTALLATION AND MAINTENANCE_OF_UNDERGROUND TELEPHONE CABLE, INTERNET, A DELAWARE LIMITED LIABILITY COMPANY HAS CAUSED NOTE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 82 14 53'A DISTANCE OF SECURITY LINES AND OTHER TELECOMMUNICATION,,SERVICES. IN WITNESS WHEREOF VERANO DEVELOPMENT LLC. 35.89 FEET TO A POINT O REVERSE CURVATURE OF A CURVE CONCAVE TO THE SOUTH ' WITH�A RADIUS OF 7H PRESENTS TO BE SIGNED BY ITS MANAGER THIS DAY OF OCTOIiEl2 , 2024. Z ° / / ^ �^ / THIS PLAT HAS BEEN REVIEWED FOR COMFORMITY TO CHAPTER 177, PART 1 FLORIDA STATUTES BY A 892.44 FEET; THENCE WESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 03 2919_,_A� 4 THE UTILITY EASEMENTS U.E. AS SHOWN HEREON R 'HEREBY DEDICATED 1N FAVOR OF THE CITY PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY OR UNDER CONTRACT WITH THE CITY OF PORT ST. DISTANCE OF 54.34 FEET �f0 A POINT OF NON -TANGENT INTERSECTION; THENCE S.05°03'29"E�A DISTANCE OF ' (/ )' VERANO DEVELOPMENT LLC., LUCIE. OF PORT ST.LUCIE FLORIDA, ITS SUCCESSORS AND/OR ASSIGNS, FOR ACCESS TO, AND INSTALLATION 70.00 FEET TO A POINT OF NON -TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE SOUTHWEST, WITH A )AND MAINTENANCE�OF PUBLIC UTILITY�FACILITIES, INCLUDING ABUT NOT LIMITED TO; WATER AND WITNESS A DELAWARE LIMITED LIABILITY COMPANY RADIUS OF 822.44 FEET A D A RADIAL BEARING OF S.04023'35"E., AT SAID INTERSECTION; THENCE EASTERLY, WASTEWATER LINES AND�APPURTENANT�FACILITIES� HE CITY OF, PORT ST. LUCIE SHALL NOT BE BY: THE KOLTER GROUP LLC. A FLORIDA LIMITED ALONG THE ARC OF SAID URVE, THROUGH A CENTRAL ANGLE OF 25°44'35", A DISTANCE OF 369.52 FEET TO A RESPONSIBLE FOR AN,Y�MAINTENANCE/OBLIGATIONS FOR SAID EASEMENT EXCEPT AS SHALL RELATE 1 1LIABILITY COMPANY, ITS SOLE MANAGER POINT OF A COMPOUND CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, WITH A RADIUS OF 25.00 FEET; TO THE SERVICING OF SUCH PUBLIC UTILITIES BYTH&CITY OF PORT ST. LUCIE. �Y IGl/� H(ArqrD THENCE SOUTHERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 95°20'34", A DISTANCE OF / / / / / (PRINT NAME OF WITNE ) 41.60 FEET TO A POINT OF NON -TANGENT INTERSECTION; THENCE S.63038'26"E., A DISTANCE OF 92.50 FEET TO A 5. THE PRIVATE UTILITY EASEMENTS (U.E.,PRIVATE), AS SHOWN HEREON, ARE HEREBY DEDICATED ON A ' POINT OF A NON TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE SOUTHEAST, WITH A RADIUS OF 25.00 NON-EXCLUSIVE,BASIS TO FLORIDA POWER AND LIGHT,COMPANY, ITS SUCCESSORS AND ASSIGNS, AS n BY. FEET AND A RADIAL BEARING OF S.63°18'26"E., AT SAID INTERSECTION; THENCE EASTERLY, ALONG THE ARC OF PRIVATE UTILITY EASEMENTS FOR/THE PURPOSE OF /INSTALLATION AND MAINTENANCE OF ELECTRIC UT CITIES ONLY, OR VIDEO COMMUNICATION OF OTHER PURPOSES. W THE ` SAID CURVE, THROUGH A CENTRAL ANGLE OF 94054'35", A DISTANCE OF 41.41 FEET TO A POINT OF A COMPOUND UNDERGROUND AND NOT NAME: Wi is C.w► W�1�►S to CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, WITH A RADIUS OF 822.44 FEET; THENCE 6. THE CITY UTILITY EASEMENTS (C.U.E.) AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE CITY OF SOUTHEASTERLY, ALONG�HE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 13°27'09", A DISTANCE OF PORT ST. LUCIE ITS SUCCESSORS AND/OR ASSIGNS,�FOR ACCESS TO, ADD THE INSTALLATION AND L,��" TITLE:193.10 �,Y'i Mfim O� K�11► ej FEETTOA POINT OA NON -TANGENT INTERSECTION; THENCE S.59°37'28"W., A DISTANCE OF 24.12 FEET TO MAINTENANCE OF, PUBLIC11UTILITIES FACILITIES, INCLUDING/BUT NOT LIMITED�TO, WATER AND s NAME OF WITN S) A POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST, WITH A RADIUS OF 1501.00 FEET; THENCE WASTEWATER LINES AND APPURTENANT FACILITIES,THERE SHALL BE NO OTHER PUBLIC OR PRIVATE (PRINT - SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 03013'05", A DISTANCE OF UTILITY FACILITIES INSTALLED IN, ON, OVER, UNDER, OR ACROSS THE EASEMENT AREA WITHOUT THE 84.30 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST, WITH A RADIUS CITY'S WRITTEN PERMISSION. THERE SHALL BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT DEDICATION ACKNOWLEDGMENT OF 85.00 FEET; THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF LIMITED TO, LANDSCAPING CONSTRUCTED WITHIN THE BOUNDARIES OF THE EASEMENT AREA WHICH 17°42'03", A DISTANCE OF 26.26 FEET TO A POINT OF TANGENCY; THENCE S.38042'20'W., A DISTANCE OF 36.05 FEET WOULD RESTRICT THE OPERATION AND MAINTENANCE OF; OR WHICH MAY IN ANY MANNER RESULT IN/ SATE OF FLORIDA TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST, WITH A RADIUS OF 65.00 FEET; THENCE HARM TO, THE CITY'S FACILITIES. VERANO PROPERTY OWNERS ASSOCIATION, INC., ITS SUCCESSORS COUNTY: Pl:aim 3cc�C,h 'SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 14044'38", A DISTANCE OF AND/OR ASSIGNS, SHALL OWN, MAINTAIN, REPAIR AND REPLACE ANY PERMITTED IMPROVEMENTS OVER _ 16.73 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST, WITH A RADIUS OF THE UTILITY EASEMENT, WHICH ARE NOT PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED/TPRESENCE.OR-D,ONLINE HE FOREGOING CERTIFICATE OF DEDICATION WAS ACKNOWLEDGED BEFORE ME BY MEANS OF PHYSICAL 1485.00 FEET; THENCE SOUTHWESTERLY, ALONG THE ARC. OF SAID CURVE, THROUGH A CENTRAL ANGLE OF OR DESTROYED BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR ASSIGNS, DESIGNEES OR � - - NOTARIZATION THIS DAY 13 OF O�GTU�2 , 2024, BY Williann .TohnSL� , 20°52'44", A DISTANCE OF FEET TO A POINT OF A NON -TANGENT INTERSECTION; THENCE N.57°25'46"W., A CONTRACTORS IN THE OPERATION, MAINTENANCE OF, OR ACCESS TO, THE CITYS FACILITIES. THE CITY f OF PORT ST. LUCIE, ITS SUCCESSORS OR ASSIGNS, SHALL HAVE THE RIGHT TO REQUIRE THE,REMOVAL MANAGER OF THE'KOLTER GROUP, LLC., A FLORIDA LIMITED LIABILTY COMPANY, SOLE MANAGER OF VERANO DELAWARE COMPANY, ON BEHALF OF THE COMPANY, WHO EXECUTED THE DISTANCE OF 47.21 FEET�401.14 TA POINT OF ANON -TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE OF ANY IMPROVEMENTS WHICH ARE CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH DEVELOPMENT LLC., A LIMITED LIABILITY r-- NORTHWEST, WITH A 'RAD US OF 776.00 FEET AND A RADIAL BEARING OF N.28°23'57"W., AT SAID INTERSECTION; FOREGOING CERTIFICATE OF DEDICATION, WHO tH IS PERSONALLY KNOWN TO ME OR ❑ HAS PRODUCED ABOVE. IN THE EVENT, SUCH VIOLATING IMPROVEMENTS ARE NOT REMOVED UPON REQUEST,/THEY AS IDENTIFICATION. THENCE WESTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 14022'09", A DISTANCE OF SHALL BE SUBJECT TO REMOVAL BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR ASSIGNS, 194.61 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST, WITH A RADIUS OF DESIGNEES OR CONTRACTORS WITHOUT LIABILITY OR RESPONSIBILITY THEREFORE. THE CITY OF PORT � �a MY COMMISSION EXPIRES' D'g1 2 20a1 30.00 FEET; THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENT 73°03'06", A DISTANCE OF 38.25 FEET TO A POINT OF TANGENCY; THENCE S.02°55'05"W., A DISTANCE OF 80.78 FEET EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY OF PORT ST. / NOTA PUBLIC TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST, WITH A RADIUS OF 221.00 FEET; THENCE LUCIE: SOUTHWESTERLY ALONGI THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°17'36" A DISTANCE OF Angela B. Mercado PRINT NAME: Q . :0,_ Comm.: HH 437574 348.28 FEET TO A POINT OF ANON -TANGENT INTERSECTION; THENCE S.43°08'38"E., A DISTANCE OF 1231.21 FEET 7. THE DRAINAGE EASEMENTS (D.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED ON A NON-EXCLUSIVE ExpIr6s: Aug. 24, 2027 %�F oc f�� TO A POINT OF ANON -TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE NORTHWEST; WITH ARADIUS OF BASIS TO THE VERANO PROPERTY OWNERS ASSOCIATION, INC., FOR DRAINAGE AND ACCESS PURPOSES, -,.,• Notary Public -State of Florida 657.00 FEET AND A RADIAL BEARING OF N.79°56'06"W., AT SAID INTERSECTION; THENCE SOUTHWESTERLY, ALONG AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS SURVEYOR'S NOTES: THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 53°44'44", A DISTANCE OF 616.29 FEET TO A POINT OF AND/OR ASSIGNS. TANGENCY; THENCE S.63° 8'38"W., A DISTANCE OF 14.63 FEET; THENCE N.26°11'22"W., A DISTANCE OF 19.24 FEET 1. BEARINGS SHOWN ARE BASED ON THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF S.F.W.M.D. CANAL C-24, TO A POINT OF A NON -TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE SOUTHWEST, WITH A RADIUS OF 8. THE PRIVATE STREETS RIGHTS -OF -WAY, TRACT "RA", AS SHOWN HEREON, ARE HEREBY DEDICATED TO AS SHOWN ON THE RIGHT-OF-WAY MAP OF CANAL C-24, CHECKED DATE 11-25-58 AND REVISED 2-23-59, WHICH 414.00 FEET AND A RADIAL BEARING OF N.39°22'23"W.; AT SAID INTERSECTION; THENCE NORTHERLY, ALONG THE THE VERANO PROPERTY OWNERS ASSOCIATION, INC., FOR INGRESS AND EGRESS, ACCESS, BEARS SOUTH 43008'38" EAST. ALL BEARINGS BEING RELATIVE THERETO. ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 121°43'02", A DISTANCE OF 879.49 FEET TO A POINT OF STORMWATER AND UTILITY PURPOSES (INCLUDING CATV), AND SHALL BE THE PERPETUAL MAINTENANCE ° � �� OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND / OR ASSIGNS. ANON -EXCLUSIVE INGRESS, 2. NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED TANGENCY; THENCE N.71TOF 24' W., A DISTANCE OF 241.72 FEET, THENCE N.29 5004 E.,A DISTANCE OF 44.37 FEET LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY TO A POINT OF CURVATUA CURVE CONCAVE TO THE SOUTHWEST; WITH A RADIUS OF 193.00 FEET; THENCE EGRESS, DRAINAGE, MAINTENANCE AND UTILITY EASEMENT OVER ALL SUCH PRIVATE STREETS NORTHWESTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 180°00'00", A DISTANCE OF RIGHTS -OF -WAY IS DEDICATED TO VERANO # 5 COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY - OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES 606.33 FEET TO A -POINT F TANGENCY; THENCE. S.29°50'04"W., A DISTANCE OF 50.59 FEET TO A POINT OF A (DISTRICT # 5), ACTING BY AND UNDER DELEGATED AUTHORITY FROM, AND RECEIVING SUCH DEDICATION 3. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE NON -TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE NORTHEAST, WITH A RADIUS OF 870.00 FEET AND FOR THE USE AND BENEFICIAL OWNERSHIP OF THE DISTRICT AS DEFINED IN THE BELOW - DESCRIBED FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. A RADIAL BEARING OF N.4 33 OT E., AT SAID INTERSECTION; THENCE NORTHWESTERLY, ALONG THE ARC OF SAID ° � DISTRICT INTERLOCAL AGREEMENT) IN WHICH THE PLATTED LANDS .LIE, IN ACCORDANCE WITH THE CURVE THROUGH A CENTRAL ANGLE OF 29033'51", A DISTANCE OF 448.91 FEET TO A POINT OF TANGENCY; AMENDED AND RESTATED DISTRICT INTERLOCAL AGREEMENT DATED APRIL 9, 2015, AND RECORDED AT THENCE N.18053'02"W., A DISTANCE OF 138.01 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE OFFICIAL RECORDS BOOK 3733, PAGES 2535 THROUGH 2556, OF THE PUBLIC RECORDS OF ST. LUCIE SURVEYOR & MAPPER'S CERTIFICATE SOUTHWEST, WITH A RADIUS OF 1330.00 FEET; THENCE NORTHWESTERLY, ALONG THE ARC OF SAID CURVE COUNTY, FLORIDA, AS SUPPLEMENTED (DISTRICT INTERLOCAL AGREEMENT), TOGETHER WITH THE THROUGH A CENTRAL ANGLE OF 10°27'57", A DISTANCE OF 242.94 FEET TO A POINT OF TANGENCY; THENCE RIGHT BUT NOT THE OBLIGATION TO MAINTAIN THE STREETS, DRAINAGE AND STORMWATER FACILITIES N.29°20'58"W., A DISTANCE- OF 56.09 FEET; THENCE N.65054'24"E., A DISTANCE OF 75.66 FEET TO A POINT OF AND UTILITIES LOCATED OR TO BE LOCATED WITHIN SUCH RIGHTS -OF -WAY. AN EASEMENT OVER AND THIS IS TO CERTIFY THAT THE PLAT SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST, WITH A RADIUS OF 1135.00 FEET; THENCE UNDER SUCH STREETS, RIGHTS -OF -WAY AS SHOWN HEREON IS ALSO RESERVED IN FAVOR OF THE CITY SURVEY MADE UNDER MY RESPONSIBLE DIRECTION AND SUPERVISION; THAT SAID SURVEY IS ACCURATE TO ° OF PORT ST. LUCIE, FOR ACCESS BY SERVICE AND EMERGENCY VEHICLES, AND THE INSTALLATION AND THE -BEST OF MY KNOWLEDGE AND BELIEF; THAT PERMANENT REFERENCE MONUMENTS ("P.R.M.S") HAVE, NORTHEASTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 06 33 20 , A DISTANCE OF BEEN PLACED.AS REQUIRED BY LAW, AND THAT PERMANENT CONTROL POINTS ("P.C.P.S"), AND MONUMENTS 129.86 FEET TO A POINT 0� REVERSE CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST, WITH A RADIUS OF MAINTENANCE OF, PUBLIC) UTILITY FACILITIES, INCLUDING BUT NOT LIMITED TO, WATER AND 81.00 FEET; THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF WASTEWATER LINES AND APPURTENANT FACILITIES. THE CITY OF PORT ST. LUCIE SHALL HAVE THE ACCORDING TO�SEC. 177.091(9), F.S., WILL BE SET UNDER THE GUARANTEES POSTED WITH THE CITY RIGHT BUT NOT THE RESPOSIBILITY FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENT AREA COUNC LI OF�PORT*ST. LUCIE FOR THE REQUIRED IMPROVEMENTS; AND, FURTHER, THAT THE SURVEY DATA 03056'42", A DISTANCE OFI 5.58 FEET TO A POINT OF NON -TANGENT INTERSECTION; THENCE N.30°55'4911W., A RIGHT-OF-WAY, ETC.EXCEPT AS SHALL RELATE TO THE SERVICING OF COMPLIES WITH ALL,THEREQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AS AMEND D, AND THE OR SUCH PRIVATE STREETS, , DISTANCE OF 130.21 FEET TO A NON -TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE NORTHWEST, ORDINANCES OF THE CITY OF PORT ST. LUCIE, FLORIDA, THIS � DAY OF _04 O E', 2024. SUCH PUBLIC UTILITIES BY THE CITY OF PORT ST. LUCIE WITH A RADIUS OF 1005.60 FEET AND A RADIAL BEARING OF N.30°55'49"W., AT SAID INTERSECTION; THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01048'09", A DISTANCE OF 9. COMMON AREA TRACTS "CA-1" THROUGH "CA-37, AS SHOWN HEREON, ARE HEREBY DEDICATED TO 31.61 FEET TO A POINT OF A NON -TANGENT INTERSECTION; THENCE N.29007'40"W., A DISTANCE OF 190.00 FEET TO VERANO PROPERTY OWNERS ASSOCIATION, INC., FOR OPEN SPACE, LANDSCAPE, AND STORM WATER GARY A. RAGER, P.S.M. A POINT OF A NON -TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE NORTHWEST, WITH A RADIUS OF LICENSE NO. LS4828 MANAGEMENT PURPOSES, AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID 815.00 FEET AND A RADIALBEARING OF N.29007'40"W., AT SAID INTERSECTION; THENCE SOUTHWESTERLY, ALONG ASSOCIATION, ITS SUCCESSORS AND/OR ASSIGNS. AN ACCESS AND MAINTENANCE EASEMENT OVER STATE OF FLORIDA THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 05002'04 A DISTANCE OF 71.61 FEET TO A POINT OF TRACTS "CA-V THROUGH "CA-37" AS SHOWN HEREON, IS HEREBY DEDICATED TO DISTRICT #5, ACTING BY TANGENCY; THENCE S.65II54'24' W., A DISTANCE OF 241.92 FEET; THENCE N.37048'52"W., A DISTANCE OF 105.56 AND UNDER DELEGATED AUTHORITY FROM, AND RECEIVING SUCH DEDICATION FOR THE USE AND FEET; THENCE N.47°37'48"E., A DISTANCE OF 8.30 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE BENEFICIAL OWNERSHIP OF, THE DISTRICT IN WHICH THE PLATTED LANDS LIE. THIS INSTRUMENT PREPARED BY NORTHWEST, WITH A RADIUS OF 535.00 FEET; THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE GARY A. RAGER, P . S.M./ Y THENCE LS4828-STATE OFYiLORIDA. THROUGH A CENTRAL ANGLE OF 08 0525 , A DISTANCE OF 75.54 FEET TO A POINT OF'TANGENCY; T C 10. THE DRAINAGE EASEMENTS AND UTILITY EASEMENTS SHOWN OR DESCRIBED HEREON ARE N.39032'23"E., A DISTANCE OF 161.17 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE DEDICATED ON A NON-EXCLUSIVE BASIS TO DISTRICT #5, ACTING BY AND UNDER DELEGATED GEOPOINT SURVEYING; INC. 4152 WEST BLUE HERON BOULEVARD, SUITE 106, SOUTHEAST, WITH A RADIUS OF 75.00 FEET; THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE AUTHORITY FROM, AND RECEIVING SUCH DEDICATION FOR THE USE AND BENEFICIAL OWNERSHIP OF, , THROUGH A CENTRAL ANGLE OF 50°39'10", A DISTANCE OF 66.30 FEET TO A POINT OF A NON -TANGENT THE DISTRICT IN WHICH THE PLATTED LANDS LIE, FOR THE PURPOSE OF PROVIDING ROADWAYS; RIVIERA BEACH, FLORIDA 33404 . / INTERSECTION; THENCE N�02°25'17"E., A DISTANCE OF 205.76 FEET TO A POINT OF A NON -TANGENT INTERSECTION UTILITIES, AND WATER MANAGEMENT. CERTIFICATE OF AUTHORIZATION N0. LB77 68 WITH A CURVE CONCAV TO THE SOUTHEAST, WITH A RADIUS OF 22.00 FEET AND A RADIAL BEARING OF A HAVE THE RIGHT B H OBLIGATION TO MAINTAIN ANY PORTION OF THE S.12 16 58 E., AT SAID INTERSECTION; THENCE SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A DISTRICT #5 SHALL H E BUT NOT THE O , SURVEYORS SEAL ° ° " NCE S 51 °28'39"W A DRAINAGE SYSTEM WITHIN THIS PLAT INCLUDING LAKES DRAINAGE EASEMENTS AND THE DRAINAGE - - _ - - CENTRAL ANGLE OF 26 1 22 , A DISTANCE OF 10.08 FEET TO A POINT OF TANGENCY, THE DISTANCE OF 42.89 FEET; THENCE N.38031'21"W., A DISTANCE OF 86.00 FEET; THENCE N.51°28'39"E., A DISTANCE FACILITIES LOCATED THEREIN. 1`•L� �f OF 55.65 FEET; THENCE N.38'31'21"W., A DISTANCE OF 149.30 FEET TO A POINT ON THE SOUTHEASTERLY LINE OF ` THE FLORIDA POWER AND LIGHT EASEMENT, AS RECORDED IN OFFICIAL RECORDS BOOK 348, PAGE 993, OF SAID THE CITY OF PORT ST. LUCIE SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO CONSTRUCT AND PUBLIC RECORDS; THENCE N.44°46'02"E., ALONG SAID SOUTHEASTERLY LINE, A DISTANCE OF 900.73 FEET TO THE MAINTAIN ANY PORTION OF THE DRAINAGE SYSTEM WITHIN THESE TRACTS AND EASEMENTS WHICH IS ASSOCIATED WITH DRAINAGE FROM CITY RIGHTS -OF -WAY. POINT OF BEGINNING. 4 £18 CONTAINING: 2,399,389 SQ ARE FEET OR 55.082 ACRES MORE OR LESS. 11. THE LANDSCAPE EASEMENTS, (L.E.) SHOWN HEREON ARE DEDICATED TO VERANO PROPERTY �� * I t, OWNERS ASSOCIATION, INC. FOR THE INSTALLATION AND MAINTENANCE OF LANDSCAPING AND SHALL BE -. THE PERPETUAL MAINTENANCE OF SAID ASSOCIATION ITS SUCCESSORS AND/OR ASSIGNS. PSLUSD 411-652-33D CITY OF PORT ST. LUCIE P OJECT NO. (P24-025) S urvey�ng, Inca 4152 W. Blue Heron Blvd. Phone: (561) 444-2720 Suite 106 � www.geopointsurvey.com ,"Riviera Beach, FL 33404 Licensed Business Number LB 7768 ,,,,SHEET 1 OF 10 SHEETS PLAT BK 129 PG 2 �, CIE PLAT BOOK z� VERANO SOUTH P.U.D, I POD D PLAT NO. 5 REPLAT �� Sz.LU � BEING'A REPLAT OF ALL OF VERANO SOUTH P.U.D.1 - POD D PLAT NO. 5, ACCORDING TO THE PLAT 4� + PACE THEREOF AS RECORDED IN PLAT BOOK 112, PAGES 19 THROUGH 28 INCLUSIVE OF THE PUBLIC -<P Ge l WN RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTIONS 29 AND 32, TOWNSHIP 36 SOUTH, 0- SITE �PARKWA SH G � RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. Szo DEL RIO BLVD. FILE NO. A cpo�w Ox N DATE 121 (V Zj TRADITION GATLIN 3 • •� 0� � PARKWAY � BLVD. TI M E � A `r 012:11 F4 p� ACCEPTANCE OF DEDICATION ACCEPTAN E OF DEDICATION .LOCATION MAP ° a STATE: OF FLORIDA 7 COUNTY: St • I.UILI t, No Scale FiDA STATE of Lo COUNTY: FL DA THE VERANO #5 COMMUNITY DEVELOPMENT DISTRICT, FORMERLY KNOWN AS MONTAGE RESERVE #5 COMMUNITY ACKNOWLEDGMENT DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER STATE OF TEXAS VERANO PROPERTY OWNERS ASSOCIATION, INC., HEREBY�ACCEPTS�THE DEDICATIONS OF/UTILITY EASEMENTS 190, FLORIDA STATUTES (DISTRICT #5), ACTING BY AND UNDER DELEGATED AUTHORITY FROM, AND RECEIVING COUNTY OF HARRIS - (U.E.), CITY UTILITY EASEMENT (C:U.E!), DRAINAGE EASEMENTS (D.E.),�ACCESS EASEMENTS (A.E.), LANDSCAPE SUCH DEDICATION FOR THE USE AND BENEFICIAL OWNERSHIP OF SUCH OF THE DISTRICTS (AS DEFINED IN THE EASEMENTS (L.E.), LAKE MAINTENANCE EASEMENTS (L.M.E.�TRACT "R-1",WATER/MANAGEMENT TRACTS ABOVE DESCRIBED DISTRICT INTERLOCAL AGREEMENT) IN WHICH THE PLATTED LANDS LIE, IN ACCORDANCE WITH THE FOREGOING MORTGAGEE CONSENT WAS ACKNOWLEDGED BEFOR ME BY MEANS OF 6�PHYSJ AL PR ENCE WMT-1,WMT-2, WMT-5, AND COMMON AREA TRACTS "CA-1" THROUGH'"CA-37" DEDICATED AS SHOWN HEREON, AND THE DISTRICT INTERLOCAL AGREEMENT. OR 0 ONLI E NOQTARIZATION THIS DAY IO OF 2024, BY 1 �l1 �O/t , HEREBY ACCEPTS ITS MAINTENANCE OBLIGATIONS FOR SAME AS STATED HEREON, DATED THIS 2� DAY OF _ jj& rifft of TEXAS CAPITAL BANK, W O I PERSONALLY KNOWN TO OC�%oijQJlr 2024. 1. ACCEPTS THE DEDICATIONS OF CITY UTILITY EASEMENTS (C.U.E.), UTILITY EASEMENTS, MAINTENANCE ME OR ❑ HAS PRODUCED AS IDENTIFICATION. A -rfXAf MA� IAA V/4r EASEMENTS, DRAINAGE EASEMENTS, AND INGRESS, AND EGRESS EASEMENTS SHOWN OR DESCRIBED HEREON $IS StA/ rt-077d AND SPECIFICALLY DEDICATED TO THE DISTRICT #5 FOR THE PURPOSE OF PROVIDING UTILITIES, DRAINAGE AND C - 0 �PvaT ST L�uE Fc 311 17 VERANO PROPERTY OWNERS ASSOCIATION, INC.,' SURFACE�WATER' MANAGEMENT BUT DOES NOT ACCEPT ANY OTHER RIGHT-OF-WAY EASEMENT, TRACT OR ANY MY ISSION EXPIRES: O ✓ 7 2 ZS A FLORIDA CORP RATI 01 FOR PROFIT OTHER INTEREST IN REAL ESTATE OTHERWISE DEDICATED TO THE PUBLIC. RICARDO ETNIEL HOLVINO NOTARY PUBLIC / Notary Public, State of Texas 2. ACC TS A,NON-EXCLUSIVE, INGRESS, EGRESS, DRAINAGE, MAINTENANCE AND UTILITY EASEMENT OVER ALL My Comm.Exp.05-17-2025 PRINT NAME: f�iCa.fJO E. f7 I WITNESS \ i ID No.13113573-3 BY; WATER MANAGEMENT -TRACTS AND COMMON AREA TRACTS AS SHOWN OR DESCRIBED HEREON __-- (PRINT NAME OF WITNESS) NAME: �.JDsnyk l3. CONSENTS TO THE PLATTING OF THE LANDS DESCRIBED HEREON. TITLE CERTIFICATION • I THE RECORDING,IN THE OFFICE OF,,THE COUNTY CLERK OF ST. LUCIE COUNTY, FLORIDA OF THE WITHIN PLAT TITLE: �Sede, � \ SHALL TERMINATE, WITH RESPECT TO THE LANDS EMBRACED, HEREBY, ALL OBLIGATIONS OF DEDICATION, BUT F FLORIDA WITNE S NOT THE OBLIGATION OF COMPLETION SET FORTH IN THAT CERTAIN AGREEMENT TO DEDICATE AND COMPLETE COUNTY B�:+Gff f PUBLIC INFRASTRUCTURE, DATED.AS'OF JUNE 30, 2015, AND RECORDED IN OFFICIAL RECORDS BOOK 3762, PAGE n VI'ISfi�y)(A �Ol.h Q. 2389 OF THE PUB`IC�RECORDS OF ST: LUCIE COUNTY,FLORIDA. THE UNDERSIGNED, J:�pcn.s Iu • Ci '�gIN ,DULY LICENSED IN THE STATE OF FLORIDA, PURSUANT TO DATED THIS `DAY OF nCrohOr 2024. (PRINT NAME OF WITNESS) SECTION177.041(2), FLORIDA STATUTES, DOES gVBY CERTIFY THAT, BASED ON TITLE REPORT BY QQQQ 1 a l+ t ,�.}� inlay DATED AS OF THE H•�F� DAY OFG 2024: ;(2), A J Port Sfi• LU►Cie,, FL 311AV- ATTEST: VERANO #5 COMMUNITY DEVELOPMENT DISTRICT (A.) THE RECORD TITLE TO THE LANDS AS DESCRIBED AND SHOWN HEREON IS IN THE NAME OF VERANO ACKNOWLEDGMENT TO ACCEPTANCE OF DEDICATIONS / DEVELOPMENT LLC., THE ENTITY EXECUTING THE DEDICATION. BY: BY: ! Jl.— (Nl_� (B.) ALL MORTGAGES ARE NOT SATISFIED OR RELEASED OF RECORD, ENCUMBERING THE LANDS DESCRIBED HEREON T— ARE LISTED AS FOLLOWS: OFFICIAL RECORD BOOK 3754, PAGE 1167 STATE OF . LORIDA - 1 �1I ( ) -�.�� 1 �' C. PURSUANT TO THE FLORIDA STATUTE SECTION 197.192 ALL TAXES HAVE BEEN PAID THROUGH THE YEAR NAME`. / JvS�✓a, �T NAME: —yam ' COUNTY: ' / / / \ (D.) ALL ASSESSMENTS AND OTHER ITEMS HELD AGAINST SAID LAND HAVE BEEN SATISFIED. THE FOREGOING ACCEPTANCE OF DEDICATION WAS ACKNOWLEDGED BEFORE ME BY MEANS OF PHYSICAL TITLE: Ivice 46ho � r ft TITLE: S ECOeTA, (E.) THERE ARE ENCUMBRANCES OF RECORD BUT THOSE ENCUMBRANCES DO NOT PROHIBIT THE CREATION OF THE IV PRESENCE OR ONLINE NOTARIZATION THIS DAY � OF oc4--t�ber-, 2024, BY SUBDIVISION DEPICTED BY THIS PLAT. OF VERANO PROPERTY OWNERS ASSOCIATION, INC., A FLORIDA CORPORATION NOT FOR PROFIT, WHO KIS PERSONALLY KNOWN TO ME OR ❑ HAS PRODUCED AS IDENTIFICATION. t MY coMMlssloN EXPIRES: y Z°a'� ACKNOWLEDGMENT TO ACCEPTANCE OF DEDICATIONS - �r 0TARY PUBLIC DATED: THiS."V DAY OF _v,L 2024. BY: • STATE OF FLORIDA PRINT NAME: Gl� COUNTY:. NAME: �� • Notary Publle State of Florida Sarah S Chattmen • My Commission HH 521406 THE FOREGOING ACCEPTANCE OF DEDICATION WAS ACKNOWLEgG-EPp BEFORE ME BY MEANS OF �SCPNYSICAL Expires 4128120"2a PRESENCE OR ❑ ONLINE NOTARIZATION THIS DAY *0 io�.�b� 2024, BY nC� f 61 -e,1 n't'�l' TITLE: �IQ OF DISTRICT # 5. WHO IS PERSONALLY.,KNOWN-TO ME OR ❑ HAS PRODUCED ' As IDENTIFICATION. APPROVAL OF CITY COUNCIL MY C P v Notary Public State of Fl ride NOTARY PUBLIC / STATE OF FLORIDA Sarah S Chottmen / COUNTY OF ST. LUCIE My Cemmissien HH $21406 S C �c , " vw1 Expires 4/28►2028 PRINT NAME ar 11^^" 1. THE CITY OF PORT ST. LUCIE HEREBY ACCEPTS THE DEDICATIONS TO THE CITY, AS SHOWN HEREON AND CERTIFIES THAT THIS PLAT OF VERANO SOUTH P.U.D. 1 - POD D - PLAT NO. 5 REP BEEN OF I L OV D FOR RECORDING BY THE CITY COUNCIL OF PORT ST. LUCIE, FLORIDA, THIS OF , MORTGAGEE'S CONSENT 2024. CITY COUNCIL ATTEST: STATE OF TEXAS C OF PORT ST. LUCIE --- COUNTY OF HARRIS a / i C) THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER OF CERTAIN MORTGAGES UPON THE PROPERTY � DESCRIBED HEREON AND DOES HEREBY JOIN IN AND CONSENT TO THE DEDICATION OF THE LAND DESCRIBED IN SHANNON M. MARTIN, MAYOR SALLY WALSH, CITY CLERK SAID DEDICATION BY THE OWNERS THEREOF AND AGREES THAT ITS MORTGAGE WHICH IS RECORDED IN OFFICIAL RECORD BOOK 3754, PAGE 1167, OF THE PUBLIC . RECORDS OF ST. LUCIE COUNTY, FLORIDA, SHALL BE THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1 FLORIDA STATUTES, BY A SUBORDINATED TO THE DEDICATION SHOWN HEREON. PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED OR UNDER CONTRACT WITH THE CITY OF PORT ST. LUCIE, FLORIDA. IN WITNESS WHEREOF, THE SAID CORPORATION HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS I �Xauti u DA LAVA AND IT CORPORATE SEAL TO BE AFFIXED HEREON BY AND WITH THE AUTHORITY OF, ITS BOARD OF DIRECTORS THis2_�DAY OF O( tff , 2024. CERTIFICATION OF APPROVAL CLERK OF THE CIRCUIT COURT STATE OF FLORIDA TEXAS CAPITAL BANK, A TEXAS STATE BANK COUNTY OF S .LUCIE /\ WITNESS I, MICHELL'E R. MILLER OFiTHE CIRCUIT COURT'OF ST_ LUCIE-COUNTY, FLORIDA, DO HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED, AND THAT IT COMPLIES INFORM WITH AL•L THE REQUIREMENTS OF THE LAWS OF n FOR PER I ING TO MAPS AND PLATS, AND THAT THIS PLAT HAS BEEN FILED FOR RECORD IN P BOOK m V Q BY: E(S)—�_�OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, THIS2j9DAY (PRINT OF 11TH ) ��1�/�1!_ /1'i �i7�L'a F� ('G►'►'� V 2024. NAME: 12 WITNESS TITLE: . MILLER s� •1`c3 CLERK OF THE CIRCUIT COURT O 1GI�� ST. LUCIE COUNTY, FLORIDA f (PRINT NAME OF WITNESS) CITY OF CLERK OF PORT ST. LUCIE THE COURT Xa —j P"--o I {J ► a 'L r / $: SUrve ring, Inc. Y Blue _l 4152 W. B Heron Blvd. Phone: (561) 444-2720 Suite 106 / www.geopointsurvey.com PSLUSD #11-652-33D - era Be8CI1,FL 33404 Licensed Business Number LB 7768 SHEET 2 OF 10 SHEETS CITY OF PORT ST. LUCIE PROJECT NO. (P24-025) q `}" PLAT BK 129 PG 3 / SOUTHEASTERLY RIGHT-OF-WAY / INE OF THE FLORIDA EAST COAST RAILWAY V E l �! \► V o l , D, I POD D PLAT NO, S REPLAT PLAT BOOK SOUTH.0 PO►NT OIL COMMENCEMENT BEING A REPEAT OF ALL OF VERANO SOUTH P.U.D. l - ['ODD -PLAT NO. 5, ACCORDING TO THE PLAT INTERSEcrION of THE SOUTHWESTERLY RNV LINE of S.F.W.M.D. CANAL C-24Y MAP THEREOF A RECORDED IN PLAT K l 12 PAGES 1 THROUGH 28 INCLUSIVE OF THE PUBLIC PAGE THE S.F.V�%:M.D. CANAL C-24 AND THE SOUTHEASTERLY AS SHOWN ON THE RIGHT-OF-WAY S R CO T BOO 9 RIW LINE bF THE�FLORIDA EASE ,COAST RAILWAY OF SAID CANAL C-24 CHECKED DATE RECORDS OF ST. LUCIE COUNTY, FLORIDA LYING IN SECTIONS 29 AND 32, TOWNSHIP 36 SOUTH, FOUND 4"ic4" C.M. STAMPED H SOUTHWESTERLY RIGHT-OF-WAY 11-25-58 AND REVISED 2-23-59 RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. FILE No. LINE'OF S.F.W.M.D. CANAL C-24 / BASIS OF BEARINGS (S.43008'38"E.) /(SOUTHWESTERLY RIGHT-OF-WAY OF S.F.W.M.D. CAN C-24 __ DATE 2_Jq S43'08'3 'E NW CORNER OF VERANO SOUTH n 660.46 -VERANONASTER PLAT TRACT "CA-4" & D.E. P.U.D. 1 - POD D - PLAT NO.4 80 40 0 40 80 3 ,� P HWESTERLYCORNER (P.B. 57, PG(s). 25-32) 102 PG(S) 1-16 (P.B. 102, PG(s)1-16) U' TIME NORT _ .u.E. (P.B. O ) f 284 285 286 OF VERANO SOUTH P.U.D. TRACT "CA- 17" & C 282 m 283 -POD D-PLAT NO. (P.B. 102, PG(s) 1-16) 5' D.E. 279 280 281 P.B.112, PG(s) 19-26) i (P.B. 102, PG(s) 1-16) 273 L74 275 276 277 278 SCALE: 1 " = 40' ( l271 272 15PLAT LIMITS TRACT"CA-19" OTAL) _------------ R=590.00' PUN%OF PGs 1-16) AT S45�25'03E-997.22'-h- _ ------ ---- -- -------------------- L_ss.2s' BEGINNING` / j.6.1oj O PL _-- _ -------------- --- --- --- 10.0' U.E. (PRIVATE) 963.38 (TIE) � -,t- - - � - - D-06'37'S4" _ - 4"-"•- - N46' 12 50 W 148.17 _ \ / -------------------------------- --- - .. .-23" (TOTAL)„ 29.37' 40.00' DL552.918'» (TOTAL) 40.00 38.80' PRM� 0.00-------- ------ TRACT CA-1 ,2,v _ '32'15 ow Qr FOUND -_- ----- - - (TYPICAL) - -- --- _------ 4�5 0. �,p0 ��551.71' L=14.14' o°°o `°o o 1 � O , , - ' =1 p�O0T r; , , , , - L,2o D ` 51.0 D=1'30'56" o a v' o 0 ,-_ c,, ` , 00' D-29. 0' ,pa' T Off. ' ' ' 5.32 0 , o o � `' oo to 0' L _9g'3�'D OT,q�) �F1'`s - R/�� 0 �.'S161 0 to o `' W �' w F ., 1 1 o z w Z °`�� F•• ^�`° ° r'` o �:�/S . °�-`'62�� moo`' o w 344 a 343 Z o `�0 63 , o w o 345 o I W TRACT CA-3 11 0 .2 ,�•, to to o0 346 -t � rn = a ,,��0�°0 op �w �A ,� s \` w 348 347 ¢ o V 2 & D.E. �, �� W M �:�o�� ,�^o oQ� 3� oQ o 349 $ N z _ z z �'P`' n ,,ti°'o°'' ma's 354 0 353 ��, o - 0 $ z z who / a o o �, o ��, o O 35 Lv �G w n. 0 O. o o p �O, r� � It p 0 v_ 2 a i 'O O ,p z J O R w 20.0' ,�/ t<` 'cA� ,moo :p 352 �� 1 \`� 1c�0 Z L=10.71' „1n --------------------L=39.60 cn o /, �'.� z c�:� _ �'w 0 E _ L-- _-D=1'30 55 .00 - - 80 - J w N 6� '� -39.14 , _ _� _ . _ 4 0 , _ _ 3 -=4 55 57 355 w , `�o, `�' cn cv /N N CO � 0 . `- . 911'0„ _5 32'15" 9 N46' 12' S0"'W 148.17' R=430.00' R-460.00' \. oo � � '� L=13.,13 �cb� .�`ti� �j� ,. � 3g 11 -0-5 32 0 p,32 00 32 b L=229.47' =90 * 1 7�00, �' .--- - �` D=11'S6'3V 351 qQ; h✓ �`�,\ - �55200 M D=3o'34'34„ ( D(TOTAL)'48" ,o, 00 L=32.29P'� - '�180'00'OO 2),'^ ,AD �.C�oc�� . l `„, - �22626 ` N46' 12'50"W 148_ 1_ 7 _� , r. D=29'2211 0 �o^ 0 +ZZ / 1- C=226.76 \/ •rti �j'S� L� 4.21 0 LEOPOLD WAY CB-N30'55'33"W ' birn Oo' . • O O s f� it ►.�`O �. -p�� O�P� G=2$ o o TRACT R-1 - (TOTAL) R=400.00' 13356 �' ,�°'o° a`i, o° • °�• �,, , or �' ,� , �ti. - 19, , 51„ w M =78 28, „ .06 .O �3 ,5`�' ��$'�OO �5538N68 Za » ' , i q ^� �° g L 2/ 2�+d' '+� �� . �, p�0 N46' 12 S0"W 148.17 �3.60-D=5'18 29 D=11 12 48 Q i L=32.44 i, ►� F S i,, G� G8 40.00 - - - - 40.00 - - , (TOTAL) » �. % �' F -�. i �� T "(ALi--0 »__--.40.00 --- - ----- ------- a D=29'30 00, r �ii '�C�/ /`_ �O/ •3258„ C O 5585'__-------------------- rS0,00 L_-- 4.57' 5'C.U.E. N. 10.0 �•y t,3.� 322'' '0N43'30 00 W 130.00 i o /wo ' Kos _ L=32.44, ` O 46_1 a' ��, �� p°� �d6�`L2 � �po� oo ,d 16- D-29.30 00 ^� �/o - 452 453 454 _LEGEND ,,5 /. o W �3• 357 �� • rya G��r�� . , , , 451 0 0 455 N C) _ 456 � 450 o r o N� o o �o Q P.B.---------- Plot Book _ .� r oocv o0o d d'`� ^z P9(s)•------- Page(s) 12,73 . •' •' c�' 449 rN cfl:- cn �,S O �. z �,- �� cn d- 4�28 A.E.---------- Access Easement '� ��b • O O z o o II II U)0" s1 ' moo z Z 42�)., Z r•� N C.[�.E.---------- City Utility Easement Oo p ,g'S �o DO C14 (0 _ ��\ ��0��"� ` �� M �� D� .,50�`L�' �'. L=40.65' v :�ao oiv� D.E.---------- Drainage Easement \ 358 �w ��\:, -1 i II II h� �o�o�• ti 448 L=3 ' D=10'56' » �, �N oaoN -� d '� .J v' 13 p.10,40 01- \ O6 D` 42 9 , II II o C p Q p�� ,,5 o, ,5 i it ��, �h SJ �.� O , L�537 34 A`) 23.21� R=213.00 L-1 113248, pJ�� r E.---------- Emergency Access Easement z . �o . 10 TOT N46 12 50"W AC 6 0� II o L. M ° Y <o? O ~o �\ r'O�� `L C, /1Sryca�� ;� v ,' 00,, 925'� O: gp� ` (TOT' `. �-� .E---------- Lake Maintenance Easement - z > ° ti m �-�- 359 �' F �� o, goo s 34• _j o w iY 11 Q � �, � �.`1' ca`3i � � � � .� .1 •�p1,i � 3p G U. E. - - - - - - - - - Utility Easem en t O O �O �` 0 Y _ p z 0 to �•�� , ♦ Q a i ?'�� O,� ,ham ,ory�� 447 �Q p O' +p"5 �' `\, N41'55'15"W L.E.---------- Landscape Easement o o Z '` -7 F-• o, , '� ho ; ,° �, �o� s6. ��,�yo •ti`� ��N 459 p ^� / ^1, O p�4 �, 88.31 (TOTAL) ~ a M o w w p rn ,� �`2 �' co`ti�O G !� �' i�i`i°i 2900,, �:��0� O�% '�G �� y S41'55'15"E MT ---------- Storm water Management Tract Y>Z6Q o ti i, s� W • �! 4 457 84.00' (TOTAL) 12 - - - - - - - - - - Centerline Q w rn Z ¢ O W N ` 96,j`33 s�'�StOo �� .�� /' �O�o �^ �°� �,� �� ' , ^ O P`� v O `S(g V a > aW �,cV ��5128�SS" `3'- Cci i ,� ��i°ry�D �� , 446 ems• p�.'V oGP, R=45.00� L�� 23.73' R/'W---------- Right -of -Way � o LL a Q O d N: S2�•5 , --; i ito i'p`' .,, ��' v�'� & ki D=30 1232 (TOTAL) P.U.D.---------- Planned Unit Development i.- a o d 11 o, 0 op» - ,,, m op, ,� NI>. O �pG ��'o W W Q Co w �!- Z iN ro^ 3pDO, , 800, Modri 900,,� R---------- Radius �o w V• = Mi � Q . o ofl� , R/W ��j�i 7368 �Mory� L---------- Arc Length ,o 0 30. 9 "^ �ti D---------- Delta -Central Angle — W o�° Z , 0 360 �, o g a o ° Q 8.0 D ��o 30 0, 445 0�,� „o'! o r N33'20'p0 �� Q ^� CB 00 - - -- - - - - - Chord Bearing (LL. CC~j r �oio W 130 0p' ' Q d � , ' N2 - CocV l`i° b` C---------- Chord Length OJT rn o oN 829 (j0,, i#---------- 13 �� N. T. C. Non -Tangent Curvature r� It 361 o N oa� o M o p �.�3, o ----- ~ % 0� IM'"� �i J~ o(0l „� --- -- g N. T./. Non -Tan ent Intersection 4 444 i _ , P. C.-------- Point of Curvature � S38'50'00"E 130.00, iJ if' � � r Q i ' �^ i U.E.-- , _ L co i '� o o_ 8 P. T.---------- Point of Tangency p co �oo O �,� , It C.C.---------- Compound Curvature I oni in`ii 362 i�o �I� i i N38'S9'00"W 138.83' o NOTE: r� _ II jj in o- r ii R:.C. - - - - - - - - - - Reverse Curvature 20.0' o 0 oNJ 4 ---- - i 0 Mai 4 3 �o - ALL LINES THAT INTERSECT A CURVE THATNARE NOT LABELED (R� -- Radial N44'20'00"W 130.00 r o o Ili II O NON -RADIAL (NR) ARE RADIAL. o J I► o' (iR)---------- Non -Radio/ r� o d II Ji n 0 0_ iao o 11 o f 06 o 00 363 ioo,� r--------- to 0 n i j `n r r 49'29'00"\N 139.58 00 0 t� C M. I Concrete Monument II in 11 i ' o i N o? o ` N LB - - - - - - - - -Licensed Business w II - r `n c9 % „E 130.00' S,C U Ems' i� L=13.73' 442 `� �, S.F.W.M.D----------- ,South Florida Water Management District S49.5000 L-13.64' i D=2'16'47" J \o _ - •� , R i - » N i ®-----/--- /ndicat�(PRM) Permanent i D-1 55'47" D=1'S5 47 �� i " 142.62 ` Reference Monument-4 x4 - 364 ^ '� S51.45 47 E `�\ Concrete Monument LB7768 r J \\ 1 � � � (Unless Otherwise Noted) 0 „W 130 00 J o M , cs� Indicates I found (PRM) Permanent N ►n, N N51' 45 47 CT 15.00' FQ. J ri 00 ', 441-�. i Reference Monument-, 4 x4 Concrete Monument L•B7768 15.00' '( -4•• �, �1✓ �r p 0� i 7„E 153.4$ NRi O---------- (Unless Otherwise Noted) Q Q N51'45'47"W 130•0 �� N i S® 4® .®' - ----- / nJ. ~o ito Ln' ,,,,.,, ® 440 ® - -- Indicates (PCP Permanent i Con tl'ol Point LB7768 V 365 N � • 0 ��NE ' it �o •45'47"W I N �-.: �0"00"` MP�GN�� N51 sN� 366 � ' In r- eo �o VSurveyilng, Inc. 41 S2 W. Blue Heron Blvd. Phone: (561) 444-2720 Suite 106 www.geopointsurvey.com era BeachJL 33404 Licensed Business Number LB 7768 PSLUSD#I1-652-33D SHEET 3 OF 10 SHEETS CITY OF PORT ST. LUCIE PRO CT NO. (P24-025) PLAT BK 129 PG 4 z NSOUTHVFRAC) P.U.D. i POD n Pi AT i\inRFP1 AT PLAT BOOK. S BEING A REPLAT OF ALL OF VERANO SOUTH P.U.D. I POD D - PLAT NO. 5, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 112, PAGES 19 THROUGH 28, INCLUSIVE, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING 1N SECTIONS 29 AND 32, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. 462 441 ....- -�► M. N „E 153.48 ( �6, �r, MP.G�� i, r- i S51'45 47 N79'53'00„Wp, gN �-Q 440 33.07' ``�,� TRACT 5 �. o �� R_3o.o0, CA-35 I a/� t' •0��, �� T,�cop, 463 D=30' 12'322'' 466 S41'55' 15"E ..�' +�` ""', d `�'• �`� ` S51' 45' 47"E 135 43 �1 ��64'� o E?Ssj. i' ��'9. ` Mq T L=23.00' 49 I93' �� '� o �/ 15.98' g�� ,, �� `,7*0 ` s Cy L� D=30' 12'32" --- w ; 0 366 i ,�, �. M �� ,otitioo o, �O �` yFFT NF • s 5.00' J �i� ` o / N 439 .ho �.o >>p, ,F <.8� S 465 ,,• " , �, , " 130.00 M _ �o rah �o ,� , O��j. Og p)ry 082�. 464 ® ,50 48.31 ' p cn • 51 45 47 W / , I N _ i� �? �, �ir �r cb , OHO . 34 . (r0 ,�," �'„� p•(P1.i �• 4g I i ^ 1- 20.0' �, �M N, 6.35 N� -11 w �' oNi 13a6� ��. 4?602. D Tq�� N36'2157» D=240'25'03„ � 3 1.40' S41'S5'15'�E MATCH LINE - N CID6.35 tt� pi :- - N aMi . io`i► i , OO, �P1 Jj v Z `11'00�0 „ 23•21 R=213.00' L=132 g5 9' 0$ L=28.28' 49.71 r ' SHEET rJ = rn i• .1 r r�.;r ,�� I �� :� � II 4Ji N60 �0 � O � �,40.5j4 = ,43,, p.1�4 32 D=T36'23" (TOTAL). orn � D 1058 J a J o �N �M 367 ,`�oo lul -� o �� , e\NRi �� z ; _ L=40.81' ` 8'U.E.---+ ¢M J N� OOJ ' " ' i Q O QrOC�11 z ^I^' ^ z �N O� _�M w 5� ' I , Q Ix �o o S42 50 00 E 130.00 o S in °�° b �r-1 o•- Q,� rho C.U.E1 , S48 56 09"W w O , _ 1 'NI = ,�� o 000� TRACT) ��`' �,� ;� o jj �; II o 433 z LO LO 1 ! 243.62' F-- - I L-16.18 L=25.96' ' I`'`� Ob 11 `n �`n T% 438 ►� /,� II .� U) , (TOTAL) 0 0 T. _ , ;,� �•a a •oa- ' ll �;; "CA-13 ,00 437 0 0 0 0 J Z = V M CL C3 D=4' 18 40 F- co I TOTAL ti Q D=4 18 40 i i o.�_ �n 4, o 436 W o M Q o W r- V 368 �� J r•-- I , ;� ,� �_, ,,� ►� 435 w w Q , , rr � ^ Q �-' : I °� ��r to 'n ow st '''� o o C3 a 00 V 1 `�' S38'31'21 "E 130.00' -�' z oLO� z :� 434 v 2 431 --' to 8.a D.E. a000 n o 1•- w 43 w F- i b 8'U.E:--i o _ �� \�. I N II ii i� z w - o^ UW ►o LO ,o z L=20.33' tv V i o0 00 5 cn <��s `� ` `-� - _ _ _ - - _ _ _ _ /// �_'o o j '� Z QLl �aoo rN �t ^ D=15-32'07" ir 00 O S3 _ oFO 11 N N N ~ ' 0 8.31 21 „E 9 1 1 •- r _ z n,` o oil _ ---� p1' �p S38'31 #21 "E 130.00 140.36' • ' _ L - - - - 15.00' 1 �� / / _ _ - - = L=2.25 II II - ►� TRACT "CA s.. 15.00' 1 30.0' R=250.00' w - _ S38'31' " A=9.41' o S36'21 3 21 E , 3- - 57 E 0. ��5• 2 i N _ S38'31'21 "E 130.00' , I a, rn 205.36_ �D=2'09 24 \ M v 223.42 ' - - - - ��40.67 „ O v` -) o I , /� in R_53 00 \- ��• 0414 o, `f 12 16' 370 I N N C 9 41' / o, - S3 L=33•0,�a" VE PODOD OPLTAT P.U.Q..1 = I �- LEOPDLD WAY S H-S / 1� I , i sAgOG '• - J i � , p c� 1 J SH-8 - L_ I SH-3 az WMT-t / I �Q o2SF I o DUPUYWAY �ai ww I o 1 / VERANO SOUTH P.U.D. 1 - Oo OOW I i POD D -PLAT N0.4 �O n. as l ow " SH-7 > PIACENZAWgy �SDVAND WAY - �D'Qily - l 0 1 / u_ $ , SH-4 - - i ------ - - -- WM- WMT.S / SH-9 _ ( , - _ - WMr-s I 1 \ ,- 1 � I UNPLATTED AP E GED _; ; UNPLATTED ACREAGE \� - ACREAGE J (NOT TO SCALE) KEY MAP i P,,,,O l-n� V-u. Syve ing,Inc. . 4152 W. Blue Heron Blvd. Phone: (5611 444-2720 105.56' Suite 106 / www.geopointsurvey.com PLAT LIMITS UNPLATTED Riviera Beach �FL. 33404 Licensed Business Number LB 7768 PSLUSD #I 1-652-33D ACREAGE SHEET 4 OF 10 SHEETS CITY OF PORT ST. LUCIE PROJE T NO. (P24-025) • i �p , " o VIAC 6 21 57" D=3546 " „ CB=N37'26'39 W co o ENZA Wqy �= 366.16' S41 03 51 E L- �- cYi I ,d n N g• �4? S38 31 21 E 140.36' / o TRACT " (TOTAL) 4.41' LEGEND owls rn N38'31''8.31 21 E 130.00' 1 1 N _ ��hD�• �' - - _ / ,� R-1 ) L=35.57 -1 1 1.64 _i _ J,o� 21"�V 149.3 i .� „ ��.27'�- „__ -_ -_� 7 ' ^ PLAT 0 /� D=58' 14 13 _ - / -28. 2 - - 25.06. ' \ Lj R=70.00 >-1 z , r\ J N.T.C. -�/ - - - - -53.0 ' ir» P.B. ----- ---- Plot Book ¢ LIMITS 13.00 i I o _ S12'16'S8"E -� l_ _ 0- _ _ _ �, L=25.42 tr r� ,� = R=220.00' - - - _ _ _ _ _ - - 50.00'r _ 4' v D=20'48"3$" w-i J _ Pg(s,�---------- Poge(s� w d (RADIAL) _� _ 5 �`° N51'2839"E .T. L=8.28 }-- ----_ i -- 0.00' __ MIX') u� a� p 55.65' 60.0 RAW I� S ^cw D=2'09 24 w o _ _ _ _ _ _ _ _ __ _ _ _44.38 _ _ _ �\12000' I A.E.---------- Access Easement _ ¢ t ' -'r i c-� ISO TRACT „TRACT °' o '000 u� L=18.48'- 7 15 „ R=3o.o0� - - - - - 0 w TRACT "CA-9" i 13.00' 13.00' o \\�N �ti `�s-, CA-12" o �o �D=15'07'47 ' , , _ , =47.77 C.U.E. City Utility Easement cn o •' , i ago o�Z �� o p �, - �® D=91'13'S8" D.E---------- Drainage Easement Q o Q N383 21 ��o off• w o e� o o L=6.94 \ ------ 0 `''• Y w PLAT LIMITS 86.000 �_ �'� Sri o o r ,�, `� E.A.E. - Emergency Access Easement o v N ° 371 W 372 w 373 QWui cr D=5.4o 51 N �� Off, oo ►� ►� V ' �'�374 Z I L.M.E.-------- Lake Maintenance Easement Q° Z_ co TRACT "CA 8 a N - = N \ - S51'28'39IW Oj ; , V 05 w 375 - U. E:---------- Utility Easement �a�-o \ 42.89 - z � w / YQ \ `''o� �J z o ^o : N ► / L.E.---------- Landscape Easement Q w rn \ 6,- z .� �?o •►? 376 V i o' WM7----------- Stormwater Management Tract o�z \ M oaoi� = ' O.� ~ z o z o ao �. ,---------- Centerline ,� S74 44 07 E �o z ►� qj 3 V I + It O a Q 40.80' S3.00' L6� 7111 0 o Q I "'Co Rj'W--------- Right -of -Way 50.00' o �i LJV v 0° v `� L=12.32' ' ~ ► .�' P.U.D.---------- Planned Unit Development w ¢ , J w \ PLAT LIMITS 28.25 1 50.00 co 1 Q o \ N.T.I. (TIE) _ o uj �, 28.75 D=2'46 05 L--------- 0 w o O , $ - 0„ - - - _ _ _ (TOTAL) N ZF L=17.67 / R\ / D t,59 1 R - - - - - - - - Radius La_ = o U 0�0,'`� �� p��y9 , N53'38'03"E - - _ _ _D_ 1 _14 30 l6 3.�2SSOO,�j328,32„ o' L -- Arc Length ►� \ • A� �0 �5 0 TIE D, 1 ------ - �� 0 23,0Q 14 D Delta Centro/ Angle --� = o "� N29'07'40 "1N ' T. -� .1 16 37„ 1 9 LL• ^ d• �O ii TIE N29•0 C�72.29' 1 rn---------- g \ SF 1I 1� p (TIE) (RADIAL) l �' 4p ► N i CB Chord Bearing S \VL \ Tpj,Tlr p i i Q aN� 0� O �OTAL �9040' --------- qD 0 C - Chord Length FC,�ps�?9'I'FO I iZCO`Oo•�ry��• N.T.C.---------- Non -Tangent Curvature 'yccc` p!y S P.C. 0' , l /�j° h ll PLAT LlA41TS , g \ 9 28 Cal N T /.---------- Non -Tangent Intersection ti� �o s tisyr L•M ' ' 0 F� tis'\F .36� I �(/ P.C. Point of Curvature 9FyrAL� A \ S i i M.p P.T. &✓ P. T.---------- Point of Tangency 1150 C.C.---------- Compound Curvature n WMT-2 SET PRM _4/ R. C. - - - - - - - - - - Reverse Curvature \ �O \ �i (TYPICAL) i (N(RR)) -I - - - - - - - - - Radial ---- Non -Radice/ or C?ll.1---------- Concrete Monument N ' ' ry \ ' ' Q LB 1--------- Licensed Business N i / no N' S.F.,W.M.0 ----- / South Florida Water Management District ry 2 i ; ■ ---- / --- Indicates (P.RM) Permanent i Reference Monument-4 x4 rya UNPLATTED Concrete�Moriument LB7768 - \ ACREAGE , (Unless Otherwise Noted) i •h Indicates `found (PRM)�Permanent Reference Monument-4 x�4 UNPLATTED \ P.T. r ' ❑---------- Concrete Monument LlB7768 ACREAGE i / / (Unless Otherwise Noted) i \ , ®---------- Indicates (PCP) Permanent Con fro/ Po'in t LB7768 Nil 11 P.C. N47037'48 "E ao jN 8.30' -' N3T48'S PLAT BK 129 PG 5 VERANO SOUTH P.U.D. 1 - POD D PLAT NO. 5 REPLAY BEING REPLAT OF ALL OF VERANO SOUTH P.U.D. I - POD D - PLAT NO. S ACCORDING TO THE PLAT P.U.D. IE OD DRANO S PLAT NO.a OUTH PLAT BOOK '- 1 B GA � THEREOF AS RECORDED IN PLAT BOOK 112, PAGES 19 THROUGH 28, INCLUSIVE, OF THE PUBLIC (P•B. 102, O(s).-16) RECORDS OF /ST. L'UCIE COUNTY, FLORIDA, LYING 1N SECTIONS 29 AND 32, TOWNSHIP 36 SOUTH, �� '%� PACE RANGE 39 EAST CITY OF PORT ST. LUCIE ST. LUCIE COUNTY FLORIDA. ��o r , ' � •ro� S66033'3811E ,' ,,' � �` FILE N0. TRACT "CA-2" \� ? '9 - (P.B. 102, PG(s). 1-16) TRACT "CA-1",1/ PLAT LIMITS (P.B. 102, PG(s). 1-16) �, ��•� / �.�5 �P DATE "-2oo, `�' 1 ', LIMITS 'y 286 287 288 I 289 i PEAT s1Q,� �.,,�\ Q�,P'� k �y 6 y , N 10•44' 19"E 5' D.E. (P.B.102, PG(s).1-16) S45'25'03"E 997.22' (TOTAL) N.T.C. R=120.00' �Q°�,`1 �j'k tk ,' 72.57 80 40 0 40 80 TIME 3 P 963.38 TIE) 10.0' U.E. (PRIVATE)- - - --13.84' �- L=34.86 �.�Q.PGoti� O�Z 4 �`� �,�� R=590.00' -_ r _s s1r= __ _ _ _ _ _- - - - - -�` C� ..CA-1" D=16'3q'39" 0 ` SCALE: 1 " = 40� R=400.00' - - - _ (TIE) P�. ,�.� C.U.E. L _ 13.69 L=149.51 R.C. R=25.000� h 6� ,'' �. (SEE DETAIL "A")� D=1 19 46 _ D=6'53 29 D=6'15'02" D-21'24�51„ `� =35.89 69� ' �� F,• (TOTAL) ' co o(�� L=48.11' L=43.6 ' D-8•p5, f D=82' 14'53" L=26.049 L=1.32' L�56 443;J' ,D 1'40' 17" R=39.00' .-,- " L=15.78' �_J� Co `? �a 4\8o2�,Oo`�\ �. �/ R.C.a + ��',�'�.' SO i, D=23'10'48" 411 DETAIL ..A.. M o z �; 88�9'' !� ,' �9 , JSCALE:1 "=40')\ v W o L=28.30, �,' z9k h� �� °��,, �j. R=335.00 343 \0 ^ o ,� D=1'49 02 /�g,��L Oi�1 ��' L 45.71' F5.O Y TRACT "R-1 " G cs. \ , , -i I v 342 �, 341 W 340 ' . �`�� :� q��9. o=T49'o2" c� - tt a w / a `� 412 , PG.1-16) 52� ;•�RP.2�� M i �= o o o � , N.T.I. s - \.'/,' `� o �''' 00 a o� �� ,o TRACT sow+ TRACT 99' W ! �� N Z .� "CA-2" �� s°o '�o�� ' ,` "CA-30" Il! W I► II j Jo L=5.06'co -_ D=2'24 55'- ,��O��rr�' /L=34;11T ,� -, - \ _ L=16.29' ,� /r ^� ti `b �o`�^N.T.C. �� . �� 5� S 9� 410 - 1D=4 14 55" L-35.42 L=38 g�^ » , v �°� \�' moo ,�\� ss,, \ D=10'08'53"- ,D=18'3 '20„ .D T46 49 ii ^� rr , ' W 413 1 ,, (TIE) v �� Z L=90.03' - - . 3S Go r� �, �� °,'sg, h'won �.;�� -129, z C.U.E. R=460.00' L=40:48' L=6p;3' �� --'' •O• GO 1 ^� �, \�S• �� <c, ,�O,g La>> 3�. ' ` �• �`� -� (TOTAL) R=200.00' R-12 2 ` - 1 '�`r' . Q',�`? SO S),, So .O �.,,� ,�� ,� - R,S 98 -"� / = p.o0. - 60 0.0. ,�o ,;��'tK, �s \ 480 0� o �� . - _ , 3O _oo --_-- �' R=430 OQ'� L'=42•Op �3S l- O vi 9� \ �, 4j �� \ C=226. L_22 R=30• fly '0' , O�'S V (TOTAL) 76 C , �1 $ 411 R=400.00' R, e`N3p.5 D, '` S ��-$�1 "`�1, 'I°'�5 DI°�� Q L=78.28' �La 3S0 533"W 3p343 �4'�� "h'`'� S°8' `3.O \ '��`'� '' ) '� 414 `Lq,'5 n = 4 ", D63.1. 49��' �rFoP,p�O�Torq�� 4 �4� �'• ,^ a^hi 180 479 O' \ rr�j°,b ' ON rk�' TRACT CA-31 D 5'S419 -'_, 4p �4Cr,,-�;VA o ;�� ' " -= 41.22 / �3 .'Q�r � R.1.. Y .a O v� \O 20'72 TRACT "CA-25 & A.E. - - - - � 20 �' 7 (TIE) ' v, �� So ,' I o & D.E. 19, -0. O' �� S�7• 478 O• C/ ^- j, �r S4'23'35"E i (P.B. 102, PG(s). �� "hhh �� `36 r�.(RADIAL) o' (o415 "� O 455 N N / ,� /r h '� C' (/ ss, �l 456 '; m� ^� 8 F, 76,, o �- LEGEND � �V � � � �, h� CrF F 1 � `3S0• R/ /i /i,00 po, �,"� f z' P.B.---------- Plat Book o o ' .. S476 o,416 P9(s)•---------- page(s) Q �3S'7aA.E.---------- Access Easement, v� ,, /i V /� /, o o,, , C.U.E City Utility Easement Z " -33'� R=45.00 TRACT , %� 0 h,�- �� , CA L=23.72» �' �� ,�i //M , i D.E. ----- ---- Drainage Easement �„ ..... ommum ®� D=30'12 32 , , /% ��' S2 475 ------ �•TOSPL� D=20'36'25., ® (TOTAL) (TOTAL) , , p rn , _ 1�3 �� 4,17 E.A.E. Emergency Access Easement " L=71.21' ® N41'55'15"W 88.31' , ,^)0' ��jco Nei 2?6''E ^� �230, /' f D 1 S, 40.17 48.14' m f of l S F I E.---------- Lake Maintenance Easement � 5 w N o ^�, � M, � I L.M. 0��126 �S 2) TRACT "CA.33" o `O � '� ° //� U.E---------- UtilityEasement I o 2 & 15 D.E p 1'00' 67»; N o 4/i� 4'74 oM�r '� f o ------ / ^, L.E Landscape Easement o Z 31.18 52.82' , , N , �• ve M L=4.31� S41'55'15"E 84.00' ' ' .1i L, S26'0 o%� /i� ' II WMT---------- Stormwater Management Tract ,� ,- D=5'29 30 , , �Q _ , D 1S.pp, Sap„ coo \, , p L=19.41 ' (TOTAL) i i eT o , i i \ 1.02'4 ,TRACT 13S Ma'.� i ' 418 - - - - - - - - - - Centerline _ D=24'43'02" _ ~ "�a�, , S26.3 CA.?9..3 iNR� �; /'� ► ------ --- Gj ti o 459 w fr o et i - 2 �� ps'3p•' D,F L,1 a �; i R/W Right -of -Way 0 460 L 0 �, ,, N J M �' E 1 0, Soo' , �6,, M N Q Q ,roo cv �`� M ►�, 3S pps 1 �1S'p1» ,_' P.U.D.---------- Planned Unit Development ,- LL' ,� o� a p -y ► � ems,, z o Q; H V ►// , 473 ► f;---------- Radius F Co 458 �, ilJ ►� n �, S ^ L=7.27, Z 457 Q - ; 29'�4,p6„ oi� ► WMT-1 �4('9 L---------- Arc Length - _ D-13'53 10 W o► ,�' !��, E 135, pp• ►!)"� i D-------- De/to-Centro/ Angle 461 % 5� 4� D=4s 4.9� , �=18.82 z 5 o u. ►� �� 472 ` -- ------ g F` , 5g „ _ �- _ �I .� ►-1 , E. , v) ► •�� CB Chord Bearin 12�g•38'40" 59�2; D=35'56'10" o w ► ► E. 0 4J►--------- �'00 � J 1 r) I i i ' C - Chord Length ho o'� ` 1- - - - - Z- - - - -� `� '' ,'� ` Lr�`' , S32'42 �4 j "E 135 �r� i i N. T. C. - - - - - - - - - - Non -Tangent Curvature ,vcry C, 3 ' _ -_-TT ,� O - ► 30, /.---------- Non -Tangent Intersection R=30.00' ,0 „ 1 ti� J d �'\► ► �2 N. T , N41 55 15 W o N35'01 ' » ► , /✓ L=26.09'-�.y0� (y► a ►�► 47 ► i F. P. C. - - - - - - - - Point of Curvature M 135.00' i D=49'49'20" 30 ey Q ► a;� , ,' P. T.---------- Point of Tangency 00 �� o DUPUYWAY_N41'55'15" I F ► ► S36'01'16»E ► 1/ ^ i i� '�h Sl C.C.---------- Compound Curvature ;rn r' TRA T "R-1„ W 35.0 ' 135.00 _'o00 co i �i h� e 21 '° 'n J o - 211.86 L0_I ►I R:C.------- -- Reverse Curvature R=30.00 to o - w !`�Ln� ► �i `\\ 'y• L=26.09' r� 72.71' 0 � d �� .°�, 470 �� i '� \v �' R---------- Radio/ d .�, 462 `� �> �Q co D=49'49'20" N41'55'15"W " N n� � oJ; 0) , ,'� �o (> - ----- cy ` - - -50.00 - - - A O � , I ` �� (NR) - - - Non -Radio/ r,� - .� p copoco II►� f , I C-A\ �� , -16.69 _ _ } O. II N �n't II I S39' 19'51 "E _j It , �1C. \ 6 02 .\ ��. ow II i f 135.00 C. 1 Concrete Monument j \ ♦ \R7` , j I _ 11 C] bi v i L 20.80i i � Tod"o O'9? L'B-/-I -----/------ Licensed Business 35.0 35..'L=14.77' 8' D-1.4400� » S.F.W.MD.-------Souh Florida Wat er Management DistrictD=13'25 13»_ 5.. 70.0'/W o t(o O, -------4"4"z SA 0351 Reference Monument-x oM5 C.U.E. % Concrete\Monument LB7768 40 466 Sri I I _I - I i i ,' 19" 10 0�� (Unless Otherwise Noted) 463 o M Qf I Qo a,, Z `� U 1 1 � o o I o o�n I �'ii� Q� Indicates found (PRM) Permanent c, - o F- o I 468 0- o I p , I „ o ;� N H I .�. I d o �rn f ,' Reference Monument-4,x4 � � 464 I� 465 _ ,r, � rJ I .� I I �� I ,,' /�;� ❑---------- Concrete Monument LB7768 f ` (Unless Otherwise No % M o�cf in I o ► I S41'03'51 "E 135.00' / 00 ol-�:- � I I i cn I , 4-n I 'LN- I I G )8 C%,,�'9►. o 0 \ -------- ndicJ` ate (PCPPerm4nentr I oo R=5.00.4o Contro/,Point' LB776 o 0o L (TIE) 109.73' A�3;o_, nI I 0 f- o 31.56' CI I too D_118'37 11N 00 v'o 34.45 I S41'03 51,E 135.00P,, �5E 162.68' D=6'32'42» �S ®R� N L 5 2 '18 �,,► ® 49.93' 6 i t -- S41_03'51 "E R=55.00 (TIE) NOTE: l i 9 L=85.91' D- I (TOTAL) 35.0' 35.0' N 1 o L, i �TRACT� L=30.88„_ _ - - - oo- Miq 8 00' D=24'51'31" �'C I , ' CA-28 D=32 10 30 R�423�5 i�� ALL LINES THAT INTERSECT A CURVE THAT ARE NOT LABELED / - sy�� LIN� 70.0 R/W R=270.00 L=111.91 D=23'44'S „ Q 5600 �j NON -RADIAL (NR) ARE RADIAL. S j�%Ve,1* ng, Inc. 4 ..J•• ci y ® 4112 W. Blue Heron•Blvd. Phone: (561) 444-2720 MATCH LINE - a w ,P L=52.87' Suite 106 / www.geopointsurvey.com SHEET s N e� p -P N D=57'09' 16" Riviera Beach; FL 33404 Licensed Business Number LB 7768 PSIUSD#11-652-33D ~ cNo `�' (TIE To D.E.) _ SHEET 5 OF 10 SHEETS CITY OF PORT ST. LUCIE PROJECT NO. (P24-025) - II I PLAT BOOK VERANO SOUTH PU,D, I POD D PLAT NO. S REPLAY BEING A REPLAT OF ALL OF VERANO SOUTH P.U.D. i - POD D - PLAT NO. 5, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 112, PAGES 19 THROUGH 28, INCLUSIVE, OF THE PUBLIC PACE `D - RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTIONS 29 AND 32, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. FILE No. �1 1 DATE R=270.00' p L=1 11.91 ' 80 40 0 40 80 TIME •'�� I D=23'44'50" R=55.00' MATCH LINE TRACT L=30.ss ,5o 'oo SCALE: 1" = 40' (�- o� 05 SHEET 5 ••CA-28" D=32'10'30" \�' N i i D L 10 9 �'00" - �8. 3979. W e ►rj Q r. Ki 1 tOIO L=12.50 cc In N q a E- a N� w- D=13'01 22 V t- V F- t 11 r' �- c p 00 ho ! C N; 0 N � 430 429 1 70.0 R/W i Q - w 35.0' 135.0' t F- V 00 i10 dN �► LLI N Z b S41'08'41"E00 - -�--- -60.00 � ,- I L=35 06''�R � - VAL-SOVANO WAY /�'33'29'027 P— AC_ENZA WAY I TRACT "R-1" L=973.93' p_94 54'Oe TRACT "R-1--'-'—S36'21 571E ' I366.1_ 6 S4321'46"E /R=588:00' 42'09i20„ 68.64' L=432.62' D- (TOTAL) '05" I p ��` 8 46' NO 0 R=120.00 �15.00 .R� O N rn Q"vi`'� • , , ' D=24-42'43"- !N 5, ' "CO cy00 J M in .`^`�' C. U.fto . 0011 o .CA <� L=57.80' VERANO QQTH P.U.Q. 1 - OD HAT INTERSECT A CURVE THAT ARE NOT LABELED VR) ARE RADIAL. LEOPOLD WAY SH-5 ��,., o x SH_3 / YSH-8 I az > WMT" F 0�Z I - OUPUYWAY ' � 1 00 �W2 w I , VERANO SOUTH P.U.D. - OzgQ� I POD D - PIAT N0.4 O� a 1 -- a QI - > -7 I LL I PIACE NZq WAY , VAL$OVANO WAY SH-4 _ sH-s/ ------ WMT-s---- -�-- - - - - -- wMT-2 �3 / SH-9 I SH-10 9 _ _ WMT-S L - - - - - - - -j it \� / \ \� UNPLATTED ACREAGE ; ' — / J — , ACREAGE \ '�-----� — rJ to 0 QO);1' cy� P.B. _------ Plat Book u1 d [ o Co `;,' v �" 377 (0 -378 �; _ d r Z 60.0 t� o , �[ to L r -j I- 30.0 R30 0 ' cMn R=76.001' 0 5�06 �/ Pg(s) ------ Page(s) LLI t =17.35 92-„ �.,�,e- �i A.E.---------- Access Easement W //� W N28'59 28"E D=13'04 58 L,60 ,Ogg � f. = i v ;d- ►► t V.E. (RADIAL) 43��' \p��.38266g� C. U.E.---------- City Utility Easement L=30.64 3�g �P�� , E. D=5'45'18 ` p- R_�5300 <�0 ` D.CIO ------ Drainage Easement 'o zv j1a i L=71.76' L13 1g,5'„ M -''--------- 9 Y E.A.E. - Emer enc Access Easement D=13'28'51" „ D- N -� _---------- C\j r � L.M.E. Lake Maintenance Easement H c� L_ 18 5»,T.�C D=32'44'06 0to,�0 �. ` U.E. ---- Utility Easement r T.C. N30_ CT R=305 00' / ��. R=20 0100 I TO L.E.---------- Landscape Easement M ,' D=3'45'30" N?9.0 N30'55'49 "W r3o?r , 4 N.T.I. // (TIE) WMT - - - - - - Storm water Management Tract TRAD/A�90. 0, GL) R=81. 00' R.C. / R=81.00' ..`7,9 '- - - - - - - /'LgTL/MITS L �Centerline R=1005.00' L=5.58' L=56 64��OD=400402=31.61 D=35642 R/W Right -of -Way (TOTAL) O D=1'48'09y `P. U. D.---------- Planned Unit Development <4 e, R---------- Radius h 0, 28 0. r �, is L - Arc Length ry� L•ME �y� D,---------- Delta -Central Angle --------- CB - Chord Bearing C -- Chord Length N.T.C.---------- Non -Tangent Curvature / N. T./.--------- Non -Tangent Intersection WMT-5 C. P.C.---------- Point of Curvature pT4/SP. ITS ` P. T---------- Point of Tan enc g y ��--------- CO C � � ` : C� - Compound Curvature N65'54'241E w�. R.C.---------- Reverse Curvature 75.66# 4> t I (R) ---------- Radial tv � (NR) - I - Non -Radial `'��• _ C.M.---------- Concrete Monument LB - l - 001 Lic�n ed Business N2S'2058'�,y �� S.F.W.M/D. -/------- Sout�F 'ada Water Management District /______� Indicates (PRM) Permanent �S'�1330 �► ® Referen ceNMon um en t- 4 "x4 " 00 Concrete Monument LB7768 �S (Unless Otherwise Noted) ��Indicates found (PRM) Permanent ¢ CVv Reference Monument-4 x4 �' /� ❑ --------- Concrete Monument LB7768 (Unless Otherwise Noted) gCRF ---- ------ Indicates (PC� Permanent qGF Contra'/ Point LB7768 x P.C. N Glie0POOP, �TOTq Surveying, Inc. 4152 W: Blue Heron Blvd. Phone: (561) 444-2720 Suite 106 / www.geopointsurvey.com ea PSLUSD #I 1-652-33D S HE ELT 3 64 Licensed O F 10 SHEETS ess Number LB 76s H E ETS CITY OF PORT ST. LUCIE PROJECT NO. (P24-025) i PLAT BK 129 PG 7 VERANO SOUTH P.U.D. l POD D PLAT NO. 3 mtrLAT PLAT BOOK Z- t BEING A REPLAT 0AL(OF VERANO SOUTH P.U.D.1 - POD D PLAT NO. S, ACCORDING TO THE PLAT THEREOF AS RECO DED IN PLAT BOOK 112, PAGES 19 THROUGH 28, INCLUSIVE, OF THE PUBLIC PAGE RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTIONS 29 AND 32, TOWNSHIP 36 SOUTH, ,'NGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. '' ®® 419 FILE No. I� e 3g "W `••• 135 00`' ® Mq , R_ 1485.00' DATE TCy L/ 398 S29•> 1'43"C L-541. 14' "M s ON D=20'5244 " 1n M Co 300, 0' 0'Rryl /W , ; �529 / , • SyEF 5 0p (TOTAL) 80 40 0 40 80 TIME 3 1" h� 420 raw � 43„E®` T 8 � �. ,7c/o7p� S9»� , O1 �� !� l�,4D�,q ` r Zr'�%6 SCALE: 1 ° _ 40' J 5T N.T.I. , O v /`3S ° i i � Q i 3' ° I D E` N 4;r. 0 397 PLAT LIMITS ~ � S2Q• _ ✓'v ! N.T.C. � � N `o �6 �`� G 6 O92 P.B.---------- Plot Book (i O , s _lb y o, v �'�s,,. � O GOB R_ 30.00. �O°D��'* . r� P9(s)•---------- Page(s) \.062�$ �5g$�0 g`L°' 8 42.t) Q'//��tj0°SO \ `• •`o`er 'ScO--------- 6 Rtk�Oti�O� _ _ _ v �� `1' \�� )'9j► �• I, O� �. A.E. Access Easemen t �391 PLAT LIMITS C.U.O. .Q c� g• E.---------- City Utxty Easement 4b),y0 O �iQ� •`� �• ��, D.E.---------- Drainage Easement '(O 0 'S , 00 .\ p 2. ` Ix c�' s M E.A.E. Emergency Access Easement O /��P. '� `\\ �,O?• Off. s ��\ o E. Lake Maintenance Easement .'�L U.E.--------- UtilityEasement _ R, '�h s ssy ° ' 390 �Q G � O O s-, � o 382 00 Op SO F !y 6, �\ o L.E.---------- Landscape Easement �6, O��`L •00 �� WMT---------- Stormwater Management Tract � S S• O �x o�,'��``�`"f� , E 135 o ---------- Centerline� S5409'42 �o,RIW---------- Right-of- Way383 36O 0a 7 i P.U.D.---------- Planned Unit Development 10.0' psi op 04 R---------- Radius � � r SO �\` ��p M U d N Qy L---------- Arc Length �• �0 384 Oo 0 o a� �r 389 ��, `�, `� 'cP• SO S`SO �� ti,5h `.� coM / // ,�� D---------- Delta -Centro/ Angle p S d. ,, , II M V off'��2 O• 'GJF�\ �'�°�Irv" �� S�4S ''o CB ---------- Chord Bearing b �'S ^�, 6 C---------- Chord Length ?�q o°ch 385 �Jo ��9. R, �' �9', g F---------- �, 2 �63.00, Ar �20��$ ` S O?��' �� 'S`�� \ 3233'38' -0=39'13'23„ b' 13s a N. T. C. Non —Tangent Curvature ?,3 ` V�1� 0�9 _ _L_=43.13; , - �.tiN. r4--------- Non —Tangent Intersection lJ ,•� R=753.00' R=53.00' P.C.---------- Point of Curvature L=65.35' N o D 17' 4'55" 70'39'04" \`° 388 cy' P. T.--------- Point of Tangency ' ��, •� so �' o (TOTAL) �\ f�, d'R• Op, 386 ry s �. C.D.---------- Compound Curvature p 13.02' r / C. - - - - - - - Reverse Curvature 0 387 � �h�� (R)`------ ---- Radial �0� S4.3'08'38"E (NR) \- ----- Non —Radial 1231.21 ' 290,E ' (T- ' "----------- Concrete Monument 231.21 L8 '------- �'censed Business �t. 39•. PLAT N.T.I.(TOTAL) LIMITS S_F..W.M.D. -----/-- Sou`th—Florida Water Management District Indicates'_(P,RM) Permanent �10 L=135.54'„ �O.! -- -- -- 0 D=39'1323 '� ® --- Reference Monument-4,X4., Concrete�Monument LB7768 I(Unless Otherwise Noted) N> Z Indicates found (PRM) Permanent Reference Monument-4'=X4 w p __- ____--- Concrete IMontiment LB7768 (Unless Otherwise Noted) �j%'00'--------- Ind/coI (PCP) Permanent WMT-5 Contra/ Point LB7768 , ,# eo �ol'n /,/Surveying, Inc. 4152 W. Blue Heron Blvd. Phone: (S61) 444-2720 ` Suite 106 / www.geopointsurvey.com 1ZIVIera Beach FL'33404 Licensed Business Number LB 7768 PSLUSD#II-652-33D SHEET 7 OF 10 SHEETS CITY OF PORT ST. LUCIE PROJECT NO. (P24-025) PLAT BK 129 PG 8 - 6F LEOPOLD WAY SH-5 / 1. I c r � SH-8 1 - SH-3 /� :�o n.Z If WMT-1 I- DUPUY WAY a I ujuj I , VERANO SOUTH P.U.D. 1 - " POD D -PLAT N0. 4 p OW � I - a I w a� SH-7 " I PIACENJ ZA WAY VALSOVANOWA ILL- 9 SH-4 'SH-6 \ \� ------ WMT-5 t- ------ - - - - -- ---� Q r WNfT-5 � \ SH-9 _ _ WM75 f UNPLATTED UNPLATT ACREAGE ACREAGEE \ 1, J r J (NOT TO SCALE) KEY MAP LEGEND P. B. - - - - Plot Book Pg(s). -- Poge(s) A.E.---------- Access Easement C. U.E.---------- City Utility Easement D.E.---------- Drainage Easement E.A. E. - - Emergency Access Easement L.M.E.---------- Lake Maintenance Easement U.E. -- - Utility Easement L.E.---------- Landscape Easement WMT---------- Stormwater Management Tract ---------- Centerline RAW ---------- Right -of -Way P.U.D.---------- Planned Unit Development R ------ Radius L---------- .Arc Length D Delta -Central Angle CB --------- Chord Bearing C ------ -- Chord Length N.T.C. ------ Non -Tangent Curvature N. T.4--------- Non -Tangent Intersection P. C. --------- Point of Curvature P. T.---------- Point of Tangency C:C--------- Compound Curvature R. C - - - - - - - - Reverse Curvature (R) \------- Radial (NR) --\ ----- Non -Radial C.M.---------- Concrete Monument LB - -----ILicensed Business S.F.W.M./.- ------ Bout Foda Water Management District ® /__-__ Indcates,(PR�M) Permanent Reference Monument-4 "x4" Concrete Monument LB7768 (Unless Otherwise Noted) Indicates found (PR") Permanent Reference Monument-4'X4" ❑---------- Concrete Monument LB7768 (Unless Otfierw sel Noted ®---------- Indicat � �PCPJ Perma e nt Control Point LB7768 �• eo 0t. n /,/Su/Veying, Inc. 4152 W. Blue Heron Blvd. Phone: (56 I) 444-2720 Suite 106 / www.geopointsurvey.com ItlVlera Beach, FL'33404 Licensed Business Number LB 7768 PSLUSD # I 1-652-33D SHEET 8 OF 10 SHEETS CITY OF PORT ST. LUCIE PROJE T NO. (P24-025) VERANO SOUTH P.U.D. I POD D -REPLATPLAT NO. S BEING A REPLAT OF ALL OF VERANO SOUTH P.U.D.1 - POD D PLAT NO. S, ACCORDING TO THE PLAT THEREOF AS RECORDED 1N PLAT BOOK 112, PAGES 19 THROUGH 28, INCLUSIVE, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTIONS 29 AND 32, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. Y - 102,PG - see,PLAT LIMITS C� lP g' Sg,3' 18 2 L °0 ��,DIA) D-13 27 pg N.T.I. 4 L�193.10'_-D- ' ' „ 13.44R,02-- ---- ''^ S.pQ,' �822'4 ---- `\ L5g�90'------ / -- -�---- A.1 •A � a C.C. -1.3 2 _ _ _ - - 1 �0.68 I TRACT "CA-33" \ i.•5q,'35 , - ' ', DL=109 2_ \ 30 871 34 W p'C ; S59.3728 NW R�25.6 p, /� -2,3.• , <NR ` 24. 12' (TOTAL) �. 4 ••GP g3 o TRACT i �% g5•�0 3"W N� c. 2�, 6,11„E 135 3.17 o �•`I ••CA-21 116 26.41' 3 2.50 85�' 01 N% i R_ 1501. DO 5 38, � ►I , L-84.30 / C.C. - ` 10 • 38�26 E 1 3� : 16.25 !� Q o i 0 D= 13 05 O�PL� ►' go . , 56.r 25 526 22 I�9 0 I 11 409 D E.' ' PLAT LIMITS -i��S,`NJ�'.�� $%�tid�`6a•�GP.,0 �o`L��0� `��.�•05I2�,,, ` % �' \ �\1� ��Z�5��,60.<0.�, p� 1\�/jl - C-- ' (NR rriM .c15 ! to C*4 3823 R�36'E o� oS5215�-1 11 o.R=85 .00,�M 1�6• L=29�21=26.26ZD=8'5702„ D=17'42'0 3o�P.T. 9pL=2932408 L=10.27' 17.9D=9'39'10"` D=0'53'05" S38042'20 "W4'166 V J II 36.05 TRACTA1 580 R=sS. oo' 114 & A.E. \ s L=43.83, � `\ � 5 11' 48 0 PC. 1 s. 73' E '�'°' ►i ► f 0=14'44'38" N10'44'19 `�- 1�6� D=14'26 00 > "to , �l S5 NC-1 N ► 72.77' 1 4N 4 0U o ► 1\ / o ► R.C. 407 " 5.25' L=36.09' 1 /11 -o�, co Irl'o �/ r - 01 , 411 D=4'23'59" i tO i- - 11' `no R=39.00 , 1 t� IJ II / o cvO1 �°l BOUNDARYLNE L=15.78' 1 1� Ip �� LO II111 J I VERANO SOUTH P.U.D. 1- 1 i' 0 11 !� iv o II -11 1 , „E 135.00 L=17.74 , D=23' 10 48 L=25.72 o M o v z �? 4 S49.47 29 ' 113 POD D -PLAT N0.4 D=4'23'59" 1 00� o • ►I NM ► „ , (P.B.102 PG(s) 1-16) 40'54„W 135.00 �� 1 �� In m 11►n ' iL=14.14 D=1'31 42 R=335.00' N51• /L=28.04"► , 11 -Jw jD=.1'31=42 S48'27'07"E L=45.71 L=19.99 D=3'25 03 1/ 5.000in D=7'49'02" D=3'25'03" 412 ► i 1 406 ao /I , � � _ 1 Sri ►� , 5 D. E. / , 11 /1 �60.0'R/W M�i S48'15'51IE 1`30.00 I 1,8.00 fir--D.E ; 112 N ,� , ' � 30.0' , 1 ' N48' 15' 51 "W 135.00 1� /30.0 , , .. o 405 o ►n' ' TRACT "CA-50" f 10.0' o, o i o ' 00 413 , , �'q N , VERANO SOUTH u7 i i CO �_ 1 ' 848�1'5'.51 E 130.00 i P.U.D. 1 - POD D - PLAT N0.4 w1� (P.6.1o2, PG(s) 1-16) N 1 1 d N N4615'51W 135.00 1 1 N �I 1Q- ' w �' wool 404 o�I\ o 1 L0 1 rn N41'44'09"E o 414 ; o O Z i 1 1 TRACT "CA-36" 4 G.E. 241.08 `o i ► :1'I �-� 1 1"E 130.00' �� \ I {P.B. 102, PG(s). 1-16) 135.00' 1 1 Z ' ' S48' 15 5 ..CA-22•, Z TRACT 5 00 N48'15'51"W ' Z 1, 15.00' & D•E �, TRACT " E -25" 15.00' i • 130.00 f � 15.00' & D • 110 ' , , S48' 15 51 E , N N N48' 15' 51 "W 135.00' i Q - , , o f _ o 403 0 i 0� 1 O &_ o I PLAT/LIMITS On t o 415 1 Z o 1 { i i > v -I I 1 - , I z o C.U.E r--, (n 1 ' S48.15�51 "E 130.00' 1 / _ ' , iT1 0' S' E. 4 ,- -,5 C.U.E. 135.0 8 U -' > r---8 U.E. N , 1� 109 N 48* 15' 51 "W , I o f 1 � N 1 402 , I I 1 , ' 416 L=11.87' 1 1=g.80' D=0.54'32" WMT-1 L=3.95' 1 ; ' D=0'54'32" , d. f L-3.00 D=0'24'21 „ ' , 1 30.00' D 0'24 21 1 135.00' I I J J S47'21 21 E Q N4751'299W I 1 Q !� Q _1 ► ~O ~O j 417 Mr � Z_ t �_jI J0 I 108 11 0 c0 I I , ! 11 �J IJT ,� m 1 I S42'48, 56„ E 130.00, , I S,p E R=423.00' I I I �° M i I o f I 1 L=553.75' rr N41' 18'51 "W 135.00' ' 107 D=75'00'24" 1 I , o`Oo w Nrn' i�d 1 , (TOTAL) ! Co-- I I u N r oo' 04. I , tl LO' `° ° 418 N o N� 4 ;; , II Itfj �. d I(pr o Q Lo II l - �S38' 6'32 »Ezi 30.00' I I rn Cd I I0 N O Umd I U N N3•46'14 N-�1'dNM^ e 1� 106 to N� I I rn v to -► �r j 399 c6cN %a 419 in CO I ;' �; S3 • 1 1N n o I 344,08 .,E o { ►1 Go �•" N2 ►+jco 0 0 �r . i 130• 00' ,�8.Op' , 13'36.. I� Il C '`vrn' o i D' E ►1 398 ^ n I TRACT 420 ` •... _ I N N "CA-2 1 . PLAT LIMITS I 1 M .` 3 E l� , S29' 1 1 43 E PLAT BK 129 PG 9 VERANO SOUTH P.C.D. 1 POD D PLAT NO. 5 REPLAT PLAT BOOK BEING A REPLAT OF ALL OF VERANO SOUTH P.U.D. I POD D PLAT NO. 5, ACCORDING TO THE PLAT PAGE THEREOF AS RECORDED IN PLAT BOOK 112, PAGES 19 THROUGH 28, INCLUSIVE, OF THE PUBLIC ` RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING 1N SECTIONS 29 AND 32, TOWNSHIP 36 SOUTH, FILE N0. cn RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. J I,�' DATE 80 40 0 40 80 TIME SCALE: 1 = 40' VERANO SOUTH P.U.D. 1 - POD D - PLAT NO,4--,"/ / (P.B. 102, PG(s). 1-16) WMT-5 (P.B. 102, PG(s).1-16) / / PLAT LIMITS S43'08'38 "E 1231.21 ' OTAL / 231.21 ' (TOTAL) 1000.00' (TOTAL) ' / / / WMT-5 0 / LEGEND W P.B.---------- Plat Book ' P9(s). Page(s) /---------- � A. Access Easement 6.33 PLAT dMITS \ � w 0 0��8p• `.\ C.U.f---------- City Utility Easement / p ` z D.E.---------- Drainage Easement E.A.E.---------- Emergency Access Easement L.M.E. - - - - - - - - - Lake Maintenance Easement UNPLATTED j ACREAGE `\ U. E - - - - - - - - - - Utility Easem en t �� \\ L.E---------- Landscape Easement WMT-5 Q \\\ '' WMT---------- Stormwater Management Tract ---------- Centerline \ R%W---------- Right —of —Way P.U.D.--------- Planned Unit Development P.C. 0 ' R---------- Radius i 2- ---------- Arc Length D---------- Delta —Centro/ Angle i 1V29150104T •05 CB -------- Chord Bearing I 44.37' % UNPLATTED 100, ACREAGE C---------- Chord Length / 2I N.T.C.--------- Non —Tangent Curvature PLAT LIMITS �N18'53'02'tiV i vl� N. .1.---------- Non —Tangent Intersection 138.01 ' (.4 P. C. Point of Curvature I (y'OTAL) i Tangency �I� P. T.--------- Point of Tan P.T. ' � , _ , i �1I 9 C.C.---------- Compound Curvature P.T. PLAT _ ,� R. C. - - - - - - - - - Reverse Curvature LIMITS ��8>O C) W - - _ _ _ _ �\ (R)\---------- Radial ----___ N----------------- (1VI---------- Non —Radio/ L S29 '50'04'tiV C. I - - - - - - - � I -- Concrete Monument 50.59 D_2 LB ---------tensed Business 9 3351 TOTAL N.T.C. - / / S.F.W.M.D. ----- / ScO—th'F/orida Water Management District ®---------- Indicates �(P.RM) Permanent UNP'LATTED Reference Monument-4 x4 ACREAGE ConcreteIM ument L87768 (Unless O `heriise Noted) Indicates found (PRM) Permanent Reference Monument-,4'"x4" p---------- Concrete IMontiment LB7768 (Unless Otherwise Noted) .NOTE:_ � '�--------- /ndicgtes (P, P)..Per anent Con tro/ Point LB7768 ALL LINES THAT INTERSECT A CURVE THAT ARE NOT LABELED NON -RADIAL (NIR) ARE RADIAL. L:.. G,eopoi eying, Inc. /SU/V 41 S2 W. Blue Heron Blvd. Phone: (S61) 444-2720 Suite 106 / www.geopointsurvey.com era Beach, FL, 33404 Licensed Business Number LB 7768 PSLUSD #1 1-652-33D SHEET 9 OF 10 SHEETS CITY OF PORT ST. LUCIE PROJECT NO. (P24-025) PLAT BK 129 PG 10 VERANO SOUTH P.U.D. 1 - POD D -PLAT NO. 5 REPEAT PLAT BOOK BEING A REPEAT OF ALL OF VERANO SOUTH P.U.D. I - POD D -PLAT NO. S, ACCORDING TO THE PLAT � p THEREOF AS RECORDED IN PLAT BOOK 112, PAGES 19 THROUGH 28, INCLUSIVE, OF THE PUBLIC PAGE RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 29 AND 32, TOWNSHIP 36 SOUTH, M k.l I L� RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. FILE NO. \ / DATE 80 40 0 40 80 TIME VERANO SOUTH P.U.D.1 - POD D - PLAT N0.4 SCALE: 1 40' (P.B. 102, PG(s). 1-16) WMT-5 (P.B. 102, PG(s).1-16) PLAT LIMITS / S43'0838T- 1231.21 (%OTAL) L/ N.T.C. 1000.00' (TOTAL) / j9 y6 WMT-5 _� W' - -_ _ _____-- --WMT-5 WMT-1 (P.B. 92, PG(s) 31-35) PLAT LIMITS VERANO -PLAT NO.D. 1 - D I m LEOPOLD WAY SH-5411 i N - i / SH-3 // SH-8 I �o - - n.Z > / WMT-1 OCL w DUPUY WAY / / 1 �w I / VERANODOH P.U.D. - ` S Q F / POD z�PLATNO.4Ow � Qwa.QI - S-7 H >p Q i PIACENZA WAY VALS� O WAY I SH-4 " SH-6 �\ -------WMT-5 r - r- - - - I' 'MT-j % �� SH-9 SH-10 _ _ MR-5 WMT-5 ACR , �' UNPLATTED AGED — _ _ ACREAGE r (NOT TO SCALE) KEY MAP PLAT LIMITS P.T. C.),LEGEND 2q1 �� \ P.B. - Plot Book .05 ----- ---- Pg(s). Page(s) UNPLATTED \�` A.E.---------- Access Easement 4�� ACREAGE \ `�, N C. U. E. - - - - - - - - City Uti/i ty Easement \�y� D.E.---------- Drainage Easement E.A. t- ------ --- Emergency Access Easement \ ' -'P '5�'/L.M.E.---------- Loke Maintenance Easement � SOJ� � QP �` U.E.---------- Utility Easement L.E.---------- Landscape Easement p WMT---------- Stormwater Management Tract VERANO SOUTH P.U.D.1 - POD D - PLAT NO.3 - - - - - - - - - Centerline (P.B: Right —of —Wes � g 92, PG(s) 31-36) R W---------- Ri y P.U.D----------- Planned Unit Development \ R---------- Radius �� tl• L--------- Arc Length \\ 41 D---------- Delta —Centro/ Angle CB ---------- Chord Bearing \�Q, C -- ------ Chord Length N. T C. - - - - - - - - - Non Tangen t Curvature N.T./---------- Non —Tangent. Intersection P.C. -- ----- Point of Curvature 1� P. ---------- Point of Tangency C.C:\--------- Compound Curvature R.C.---------- Reverse Curvature i i (R) ---------- Radial � 1 - WMT � i (NR) -I -------- Non—Radicl i (P.B. 92, PG(s) 31-35) i C.M_--------- / Concrete Monument i i R=48:00'LB------z -- Llicensed Business I (TIE) =46.06' S.F.W.M.D. ---------- South,\ rides Water Management District � L=46.87 �� D=54'58lndicates'32" ®---------- `( �PRM) Permanent D-6'29'12" o Reference Monument-4 x4 Concrete Monument LB7768 (Unless Other �•se Noted _("?TIAL) N.T.C. �'\C. P.T. S63'48'38'%V Indicates ifound (PRM)/ Permanent /1/39-2223'%V v ' �14.63 Reference Monument-4 x41 NOTE: 0 4i _� ❑---------- Concrete Monument LlB7768 (Unl/ Ot � rwise N� ted)/ ALL LINES THAT INTERSECT A CURVE THAT ARE NOT LABELED N26011220W PLAT LIMITS ------- In ,(PCP) Permanent NON -RADIAL (NR) ARE RADIAL. l NORrH 19.24' WLLj - Control Point LB7768 NO SIC J - Htc R y,' ORNFRCO O'C!' rF4l (peg S�4�350F 2Y w PG(FA-RG,e®P 3G� %E O1 r nwWA� (P 692, GR-1'r eyi ng, ury Inc. 31-35) 41 S2 W. Blue Heron Blvd. Phone: (561) 444-2720 Suite 106 /1-1o, www.geopointsurvey.com Riviera Beach, FL-33404 Licensed Business Number LB7768 PSLUSD #1 1-652-33D SHEET 10, OF 10 SHEETS CITY OF PORT ST. LUCIE PROJECT NO. (P24-025)