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HomeMy WebLinkAbout143 26-34 Cadence WG5D Phase 2CFN # 5650442 PLAT BOOK 143 PAGE/26,j ecorded 07/28/2026 02:21:16 PM SAINT LUCIE COUNTY Deputy Clerk TREJOA LEGAL DESCRIP11 N:7 7 / CjAmD4EmffCE o§D P HASIJ 2 TRACT A AS SHOWN ON /THE PLAT OF CADENCE WGSD PHASE 1, AS RECORDED IN PLAT BOOK 126, PAGE 17 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, A PLANNED UNIT DEVELOPMENT FLORIDA, LYING IN SEC,+ION 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST, THE CITY OF PORT ST. LUCIE ST. LUCIE COUNTY, FLORIDA, MORE PARTICULARLY BEING A REPLAT OF TRACTS A, B AND C AS SHOWN ON THE PLAT OF CADENCE WGSD PHASE 1, DESCRIBED AS FOLLOWS;' AS RECORDED IN PLAT BOOK 126, PAGE 17 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, BEGINNING AT THE NORTHWEST CORNER OF�'-TRACT A CADENCE WGSD PHASE I, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 126, PAGE FLORIDA, LYING IN SECTION 6 TOWNSHIP 37 SOUTH ' RANGE 39 EAST THE CITY OF PORT ST. 17, PUBLIC RECORDS OST. LUCIE COUNTY, FLORIDA; THENCE SOUTH 89'58'45" EAST, A DISTANCE OF 1358.03FEET; THENCE SOUTH 00'41'50" WEST, A LUCIE, ST. LUCIE COUNTY FLORIDA. DISTANCE OF 471.23 FEET TO THE BEGINNINGOF-A-CIU VE TO THE LEFT THROUGH A CENTRAL ANGLE OF 12' 33' 58 , HAVING A RADIUS OF 1400.00 FEET, � HAVING AN�RC DISTANCE OF 307 05 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 19' 45' 47", HAVING -A RADIUS/OF 10.00 FEET, AND WH%SE RADIUS BEARS\NORTH 64' 11' 30" WEST, HAVING AN ARC DISTANCE OF 3.45 FEET TO THE POINT OF REVERSE CURVE TO TH%RIGHT THROUGH CENTRAL ANGLE OF\,\52' 01� 37-, HAVING A RADIUS OF 40.00 FEET, HAVING AN ARC DISTANCE OF 36.32 FEE; THENCE -NORTH 77'S0'07" EAST, IA DISTANCE OF 21.65 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 88' 05' 10", HAVING A RADIUS OF 20.00 FEET,i HAVING AN/ARC DISTANCE OF 30.75 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT THROUGH A CENTRAL 4. THE DRAINAGE EASEMENTS (DE) AS SHOWN HEREON, ARE HEREBY DEDICATED TO CADENCE AT TRADITION HOMEOWNER'S ASSOCIATION, INC., A ANGLE OF 05' 11 38". WAVING A RADIUS OF 1325.00 FEET, AND WHOSE RADIUS BEARS NORTH 79' 44 57 EAST, HAVING AN ARC DISTANCE OF 120.11 FEET FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS, AS PRIVATE DRAINAGE EASEMENTS FOR THE FURPOSE OF ACCESS TO AND, THE TO THE BEGINNING OF ANON- TANGENT CURVE TO THE LEFT/THROUGH A CENTRAL ANGLE OF 86' 44'18", HAVING A RADIUS OF 25.00 FEET, AND WHOSE INSTALLATION OF DRAINAGE FACILITIES, AND THEY ARE THE MAINTENANCE RESPONSIBILITIES OF SAID CADENCE AT TRADITION HOMEOWNERS ASSOCIATION, RADIUS BEARS SOUTH 74 33 19 WEST, HAVING AN/ARC DISTANCE OF 37.85 FEET; THENCE SOUTH 77'49'01" WEST, A DISTANCE OF 8.44 FEET TO THE INC. AND DEDICATED TO TRADITION COMMUNITY DEVELOPMENT DISTRICT NO. 1, A COMMUNITY DEVELOPMENT DISTRICT ORGANIZED UNDER CHAPTER 190, BEGINNING OF A CURVE I TO THE RIGHT THROUGH A CENTRAL/ ANGLE OF 12' 10' 59", HAVING A RADIUS OF 175.00 FEET, HAVING AN ARC DISTANCE OF 37.21 FLORIDA STATUTES, ACTING BY AND UNDER DELEGATE AUTHORITY FROM, AND RECEIVING SUCH DEDICATION FOR THE USE AND BENEFICIAL OWNERSHIP OF, FEET; THENCE NORTH,90'00'00" WEST, A DISTANCE/OF 6.19 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT THROUGH A CENTRAL ANGLE THE TRADITION COMMUNITY DEVELOPMENT DISTRICT NO. 10, A COMMUNITY DEVELOPMENT DISTRICT ORGANIZED UNDER CHAPTER 190, FLORIDA STATUTES, IN " ACCORDANCE WITH THAT CERTAIN AMENDED AND RESTATED DISTRICT DEVELOPMENT INTERLOCAL AGREEMENT DATED AS OF APRIL 8, 2008, AND RECORDED IN OF 26' 25 17 , HAVING A RADIUS OF 1400.00 FEET, AND WHOSE RADIUS BEARS NORTH 75' 54 39 EAST, -HAVING -AN ARC DISTANCE OF 645.60 FEET TO ' / OFFICIAL RECORDS BOOK 2983, PAGE 1074, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, AS SUPPLEMENTED, ITS SUCCESSORS AND ASSIGNS. THE POINT OF REVERSE CURVE TO THE RIGHT�THROUGH A CENTRAL�ANGLE OF 23- 39' 36", HAVIN jA RADIUS OF 775.00-FEET, HAVING AN ARC DISTANCE OF 320.03 FEET; THENCE NORTH 90'00'00" WEST, A/ DISTANCE/ OF 638.00 FEET, THENCE NORTH 66'24'55" WEST, A DISTANCE OF 660.00 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO/THE RIGHT THROUGH -,A CENTRAL,,,�NGLE OF 43' 19X4", HAVING A RAD UI S--OF,,,130.00,\,F\EET, AND WHOSE RADIUS 5. THE WATER MANAGEMENT TRACTS (S.M.T. 6, S.T.M. 11 AND S.M.T. 12), SHOWN OR DESCRIBED ON THIS PLAT ARE DEDICATED TO TRADITION BEARS NORTH 66' 24 155 WEST, HAVING AN ARC DISTANCE OF�98.32 FEET; THENCE SOUTH 66 55 00 WEST, A DISTANCE OF�569.69 FEET TO THE COMMUNITY DEVELOPMENT DISTRICT NO. 1, A COMMUNITY DEVELOPMENT DISTRICT ORGANIZED UNDER CHAPTER 190, FLORIDA STATUTES, ACTING BY AND BEGINNING OF A NON -TANGENT CURVE TO�THE/LEFT THROUGH A CENTRAL ANGLE OF 12/43' S4",HAVING A RADIUS OF 725�00 FEET, AND WHOSE RADIUS UNDER DELEGATE AUTHORITY FROM, AND RECEIVING SUCH DEDICATION FOR THE USE AND BENEFICIAL OWNERSHIP OF, THE TRADITION COMMUNITY BEARS SOUTH 62' 19' 28" WEST, HAVING AN ARC DISTANCE OF 161.10 FEET�TO/THE POINT OF REVERSE CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE DEVELOPMENT DISTRICT N0. 10, A COMMUNITY DEVELOPMENT DISTRICT ORGANIZED UNDER CHAPTER 190, FLORIDA STATUTES, IN ACCORDANCE WITH THAT OF 40' 24' 26", HAVING A RADIUS OF 495.00 FEET, HAVING AN ARC DISTANCE OF 349.09 FEET; ,64.70CERTAIN AMENDED AND RESTATED DISTRICT DEVELOPMENT INTERLOCAL AGREEMENT DATED AS OF APRIL 8, 2008, AND RECORDED IN OFFICIAL RECORDS BOOK / THENCE NORTH 00'00'00" EASTA DISTANCE OF 2983, PAGE 1074, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, AS SUPPLEMENTED, ITS SUCCESSORS AND ASSIGNS, FOR THE PURPOSE OF FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 89' S749", HAVING A RADIUS OF 335.00 FEET, HAVING AN ARC PROVIDING DRAINAGE, AND SURFACE WATER MANAGEMENT. A DRAINAGE AND IRRIGATION EASEMENT TOGETHER WITH AN INGRESS AND EGRESS EASEMENT DISTANCE OF 526.00 FEET; THENCE NORTH 89'57'49" EAST, A DISTANCE OF 20.52 FEET PTO THE BEGINNING OF A CURVE TOI THE RIGHT THROUGH A OVER THE LAKE MAINTENANCE EASEMENTS AND AN IRRIGATION EASEMENT OVER THE WATER MANAGEMENT TRACTS IS HEREBY DEDICATED TO TRADITION CENTRAL ANGLE OF 28- 06' 26% HAVING A RADIUS OF 375.00 FEET, HAVING AN�ARC DISTANCE OF 183.96 FEET; THENCE SOUTH 61'55'45" EAST, A COMMUNITY DEVELOPMENT DISTRICT NO. 1, A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ITS DISTANCE OF 108.06 FEET ; THENCE NORTH 28'04'15" EAST, A DISTANCE OF 50.00 FEET; THENCE NORTH 61'55'45" WEST, A DISTANCE OF 17.86 FEET; SUCCESSORS AND ASSIGNS FOR THE RIGHT TO DRAW WATER FROM, AND DISCHARGE WATER TO SAID WATER MANAGEMENT TRACTS. THENCE NORTH 28'04'15" EAST, A DISTANCE OF 15.29 FEET TO THE BEGINNING OF IA CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 28' 04' S", HAVING A RADIUS OF 175.00 FEET, HAVING AN ARC DISTANCE OF 85.74 FEET; THENCE NORTH 00'00'00" EAST, A DISTANCE OF 362.39 FEET; THENCE NORTH 6. THE LAKE MAINTENANCE EASEMENTS (LME) AS SHOWN HEREON, ARE HEREBY DEDICATED TO CADENCE AT TRADITION HOMEOWNER'S ASSOCIATION, 90'00'00" WEST, A DISTANCE OF 50.00 FEET; THENCE SOUTH 00'00 00 EAST, A DISTANCE OF 75.77 FEET; THENCE NORTH 90-00'00" WEST, A/DISTANCE OF INC., A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS, AS LAKE MAINTENANCE EASEMENTS FOR THE PURPOSE OF ACCESS TO AND 120.00 FEET; THENCE SOUTH 00'00'00" EAST, A DISTANCE OF 50.00 FEET; THENCE NORTH \90'00'00" EAST, A DISTANCE OF 120.00/FEET; TIENCE� SOUTH THE OF THE WATER MANAGEMENT TRACTS, AND THEY ARE THE MAINTENANCE RESPONSIBILITIES OF SAID CADENCE AT TRADITION HOMEOWNER'S 00'00'00" EAST, A DISTANCE OF 100.00 FEET; THENCE SOUTH 89 59 35 WEST, A DISTANCE OF\89.68 FEET; THENCE SOUTH�00'00 00 EAST, A DISTANCE OF ASSOCIATION, INC--AND TO TRADITION COMMUNITY DEVELOPMENT DISTRICT NO. 1, A COMMUNITY DEVELOPMENT DISTRICT ORGANIZED UNDER CHAPTER 190, 46.44 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT THROUGH A CENTRA\ANGLE OF 10' 15' 37 -iHAVING �A/RADIUS OF 545.00 FEET, FLORIDA/STATUTES, ACTING BY AND UNDER DELEGATE AUTHORITY FROM, AND RECEIVING SUCH DEDICATION FOR THE USE AND BENEFICIAL OWNERSHIP OF, AND WHOSE RADIUS BEARS SOUTH 17' 55' 06" WEST, HAVING AN ARC DISTANCE OF 97.60 FEET., SOUTH�00'00'00" EAST, A DISTANCE OF 52.00 THE TRADITION COMMUNITY DEVELOPMENT DISTRICT NO. 10, A COMMUNITY DEVELOPMENTS DISTRICT ORGANIZED UNDER CHAPTER 190, FLORIDA STATUTES, IN FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 28*04 15", INADIUS OD125.00 FEET, HAVING AN ARC ACCORDANCE W�ITH�THA�T�CERTAIN AMENDED AND RESTATED DISTRICT DEVELOPMENT INTERLOCAL AGREEMENT DATED AS OF APRIL 8, 2008, AND RECORDED IN HAVG A R DISTANCE OF 61.24 FEET; THENCE SOUTH 28'04'15" WEST, A DISTANCE OF 15.29 FEET; THENCE NORTH 61'55'45" WESTjA-DISTANCE OF 40�20 FEET TO THE OFFICIAL RECORDS BOOK 2.98�PAGE 1074, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, AS SUPPLEMENTED, ITS SUCCESSORS AND ASSIGNS. BEGINNING OF A CURVET TO THE LEFT THROUGH A CENTRAL ANGLE OF 28' 06' 26", HAVING A RADIUS -OF 425:00 FEET, HAVING ARC DISTANCE OF 208.49 FEET; THENCE SOUTH 89'57'49" WEST, A DISTANCE OF 20.52 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 7. THE�WATER MANAGEMENT EASEMENTS WME AS SHOWN OR DESCRIBED ON THIS PLAT ARE DEDICATED TO TRADITION COMMUNITY DEVELOPMENT ( ), 39' 29' 40% HAVING A RADIUS OF 385.00 FEET, HAVING AN ARC DISTANCE OF 265.38 FEET; THENCE NORTH 43'15'14" WEST, A DISTANCE OF/56.37 FEET TO DISTR CT�NO./1, A COMMUNITY DEVELOPMENT DISTRICT ORGANIZED UNDER CHAPTER 190, FLORIDA STATUTES, ACTING BY AND UNDER DELEGATE AUTHORITY THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 11' 22' 30", HAVING A RADIUS OF 325.00 FEET, HAVING AN ARC DISTANCE OF FROM, AND --RECEIVING SUCH DEDICATION FOR THE USE AND BENEFICIAL OWNERSHIP OF, THE TRADITION COMMUNITY DEVELOPMENT DISTRICT NO. 10, A 64.52 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 41' 06' 18% HAVING A/RADIUS/OF 505.00 FEET, COMMUNITY DEVELOPMENT DISTRICT ORGANIZED UNDER CHAPTER 190, FLORIDA STATUTES, IN ACCORDANCE WITH THAT CERTAIN AMENDED AND RESTATED / DISTRICT DEVELOPMENT INTERLOCAL AGREEMENT DATED AS OF APRIL 8, 2008, AND RECORDED IN OFFICIAL RECORDS BOOK 2983, PAGE 1074, OF THE PUBLIC AND WHOSE RADIUS BEARS SOUTH 41' 08' 28" EAST, HAVING AN ARC DISTANCE OF 362.30 FEET; THENCE NORTH 89'57'49" EAST, A/DISTANCE OF 20.52 RECORDS OF ST. LUCIE COUNTY, FLORIDA, AS SUPPLEMENTED, ITS SUCCESSORS AND ASSIGNS, FOR THE PURPOSE OF PROVIDING DRAINAGE AND SURFACE FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 01' 51' 42", HAVING A RADIUS OF 545.00 FEET, HAVING AN/ARC / / WATER MANAGEMENT A DRAINAGE AND IRRIGATION EASEMENT TOGETHER WITH AN INGRESS AND EGRESS EASEMENT OVER THE LAKE MAINTENANCE DISTANCE OF 17.71 FEET; THENCE NORTH 00'00'00" EAST, A DISTANCE OF 9.12 FEET; THENCE NORTH 90'00'00" WEST, A DISTANCE OF 170.00 FEET; THENCE � EASEMENTS/AND AN/IRRIGATION EASEMENT OVER THE WATER MANAGEMENT TRACTS IS HEREBY DEDICATED TO TRADITION COMMUNITY DEVELOPMENT DISTRICT NORTH 00'00'00" EAST, A DISTANCE OF 671.14 FEET TO THE POINT OF BEGINNING. NO. 1, A/COMMUNITY DEVELOPMENT -DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ITS SUCCESSORS AND ASSIGNS, FOR THE RIGHT TO DRAW WATER FROM -AND DISCHARGE WATER TO SAID WATER MANAGEMENT TRACTS. TOGETHER WITH: / �� \ �� 8. THE ACCESS EASEMENT; WATER MANAGEMENT ACCESS EASEMENTS (WMAE) AND WATER MANAGEMENT EASEMENT SHOWN OR DESCRIBED ON THIS PLAT TRACT B AS SHOWN ON THE PLAT OF CADENCE WGSD PHASE 1, AS RECORDED IN PLAT BOOK 126, PAGE 17 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, ARE DEDICATED E TO B ADITION AND� UN ER DE E ATE�AOPMENT UTHOR AUTHORITY DISTRICT F OMAN /REC/COMM UNITYUCH I DEVELOPMENT DEDICATION N FOR DISTRICT ORGANIZED AND BENEFICIALUNDRHAFTER OWNERSHIP190 OF, STAFLORIDA, LYING IN SECTION 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST, THE CITY OF PORT ST. LUCIE ST. LUCIE COUNTY, FLORIDA, MORE PARTICULARLY THE DESCRIBED AS FOLLOWS;I. TRADITION COMMUNITY DEVELOPMENT DISTRICT NO. 110, A COMMUNITY DEVELOPMENT DISTRICT ORGANIZED UNDER CHAPTER 190, FLORIDA STATUTES, IN <ACCORDANCE WITH THAT/CERTAIN AMENDED AND RESTATED DISTRICT DEVELOPMENT INTERLOCAL AGREEMENT DATED AS OF APRIL 8, 2008, AND RECORDED IN OFFICIAL RECORDS BOOK 2983, PAGE 1074, OF -THE /PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, AS SUPPLEMENTED, ITS SUCCESSORS AND ASSIGNS, BEGINNING AT THE NORTHWEST CORNER OF TRACT B CADENCE WGSD PHASE I, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 126, PAGE FOR THE PURPOSE OF PROVIDING INGRESS AND EGRESS FOR THE CITY/OF PORT ST. LUCIE SERVICE AND EMERGENCY VEHICLES. 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE NORTH 90'00'00" EAST, A DISTANCE OF 120.00 FEET; THENCE SOUTH 00'00'00" EAST, A / DISTANCE OF 88.74 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 26' 38' 24", HAVING A RADIUS OF 650.00 FEET, / HAVING AN ARC DISTANCE OF 302.22 FEET; THENCE SOUTH 26'38'24" EAST, A DISTANCE OF 95.01 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT 9. THE PRIVATE UTILITY EASEMENTS,\PORT ST. LUCIE UTILITY EASEMENT (PSLUE), SAID EASEMENT AS SHOWN HEREON IS A PRIVATE UTILITY EASEMENT THROUGH A CENTRAL ANGLE OF 26' 38' 37", HAVING A RADIUS OF 550.00 FEET, HAVING AN ARC DISTANCE OF 255.76 FEET; THENCE SOUTH 00*00,00" WHICH IS HEREBY DEDICATED TO THE,-CITY\OF PORT S/T. LUCIE/('CITY"), ITS�SUCCESSOR-S,\AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES, AND ASSIGNS, A EAST, A DISTANCE OF 87.09 FEET; THENCE NORTH 90'00'00" WEST, A DISTANCE OF 120.00 FEET; THENCE NORTH 00'00'00" EAST, A DISTANCE OF 87.09 GENERAL INGRESS/EGRESS EASEMENT OVER/AND ACROSS ITS /DRIVEWAYS-�'PARKING, COMMON OR OPEN AREAS FOR ACCESS TO, OPERATION MODIFICATIONS, FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 26' 38' 24", HAVING A RADIUS OF 430.00 FEET, HAVING AN ARC INSTALLATION OF OR MAINTENANCE OF,/PUBLIC UTILITIES FACILITIES, INCLUDING -BUT NOT\LIMITED TO, WATER AND WASTEWATER LINES, APPURTENANT DISTANCE OF 199.93 FEET; THENCE NORTH 26'38'24" WEST, A DISTANCE OF 95.03 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A FACILITIES AND EQUIPMENT\THERE-SHALL BE NO OTHER PUBLIC OR PRIVATE -UTILITY FACILITIES INSTALLED IN, ON, OVER, l/1NDER, OR ACROSS THE EASEMENT CENTRAL ANGLE OF 26' 39' 29", HAVING A RADIUS OF 770.00 FEET, HAVING AN ARC DISTANCE OF 358.26 FEET; THENCE NORTH 00'01'05" EAST, A AREA WITHOUT THE CITY'S WRITTEN PERMISSION. THERE SHALL BE NO IMPROVEMENTS OF ANY\ KIND INCLUDING, BUT NO/T LIMITED TO, LANDSCAPING DISTANCE OF 88.50 FEET TO THE POINT OF BEGINNING. CONSTRUCTED WITHIN THE BOUNDARIES OF THE EASEMENT AREA WHICH -WOULD RESTRICT THE OPERATION AND MAINTENANCE OF, OR WHICH MAY IN ANY MANNER RESULT IN HARM TO, THE CITY'S FA/CILITIES� CADENCE AT TRADITION -HOMEOWNER'S ASSOCIATION, INC., A FLORIDA/NOT FOR PROFIT CORPORATION, ITS SUCCESSORS OR ASSIGNS, SHALL OWN, MAINTAIN, REPAIR AND REPLACE ANY-PERMITTED/IMPROVEMENTS OVER/THE UTILITY EASEMENT, WHICH ARE NOT TOGETHER WITH: PRECLUDED BY THE FOREGOING, WHICH MAY BE,D'AMAGED OR DESTROYED BY�THE CITY; ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS IN THE CONSTRUCTION, OPERATION, MAINTENANCE OF, OR ACCESS T0, THE CITY'S FACILITIES. THE CITY, ITS SUCCESSORS OR ASSIGNS, SHALL HAVE THE RIGHT TO TRACT C AS SHOWN ON THE PLAT OF CADENCE WGSD PHASE 1, AS RECORDED IN PLAT BOOK 126, PAGE 17 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, REQUIRE THE REMOVAL OF ANY IMPROVEMENTS, WHICH ARE'CONSTiRUCTED IN VIOLATION/OF THE/CONDITIONS SET FORTH ABOVE. IF VIOLATING IMPROVEMENTS FLORIDA, LYING IN SECTION 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST, THE CITY OF PORT ST. LUCIE ST. LUCIE COUNTY, FLORIDA, MORE PARTICULARLY ARE NOT REMOVED UPON REQUEST, THE CITY, ITS SUCCESSORS \OR ASSIGNS, DESIGNEES OR CONTRACTORS WILL/REMOVE SAID IMPROVEMENTS WITHOUT DESCRIBED AS FOLLOWS; LIABILITY OR RESPONSIBILITY OR COST TO THE CITY. THE CITY OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH -PUBLIC UTILITIES' BY THE CITY OF PORT ST. LUCIE. BEGINNING Al THE NORTHWEST CORNER OF TRACT C CADENCE WGSD PHASE I, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 126, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE NORTH 90'00'00" EAST, A DISTANCE OF 200.00 FEET; THENCE SOUTH 00'00'00" EAST, A 10. THE AMENITY CENTER TRACT AS SHOWN HEREON IS HEREBY DEDICATED TO CADENCE AT TRADITION HOMEOWNER'S ASSOCIATION, INC., A FLORIDA DISTANCE OF 120.00 FEET; THENCE NORTH 90'00'00" WEST, A DISTANCE OF 200.00 FEET; THENCE NORTH 00'00'00" EAST, A DISTANCE OF 120.00 FEET TO NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS, FOR RECREATION PURPOSES, AND IS THE MAINTENANCE RESPONSIBILITIES OF SAID CADENCE THE POINT OF BEGINNING. AT TRADITION HOMEOWNER'S ASSOCIATION, INC. 1_/ CONTAINING 58.564 ACRES, MORE OR LESS (COMBINED). 11. A FLOWAGE EASEMENT IS HEREBY DEDICATED TO THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND ASSIGNS, FOR STORM WATER MANAGEMENT AND STORMWATER FLOWAGE OVER WATER MANAGEMENT TRACTS (S.M.T. 6, S.M.T. 11 AND S.M.T. 12) AND/ WATER MANAGEMENT EASEMENTS (WME) SHOWN ON THIS SAID LANDS SITUATE IN THE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. PLAT, AND THE WATER MANAGEMENT EASEMENTS. THE CITY, 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. IF VIOLATING IMPROVEMENTS ARE/NOT REMOVED UPON REQUEST, THE CITY, ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS WILL REMOVE SAID IMPROVEMENTS WITHOUT LIABILITY OR RESPONSIBILITY CERTIFICATE OF OWNERSHIP & DEDICATIONS: THEREFORE OR COST TO THE CITY. 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 DRAINAGE FROM CITY RIGHTS ,-40F_W ADY. KNOW ALL MEN BY THESE PRESENTS THAT MATTAMY PALM BEACH LLC, A DELAWARE LIMITED LIABILITY COMPANY, AUTHORIZED TO DO BUSINESS IN THE STATE OF FLORIDA, OWNER OF THE LAND DESCRIBED AND PLATTED HEREIN AS "CADENCE WGSD PHASE 2", BEING IN ST. LUCIE COUNTY, FLORIDA, HAS 12. AN EMERGENCY INGRESS/EGRESS EASEMENT OVER AND ACROSS ROAD RIGHT-OF-WAY TRACTS R, AND R1, AS SHOWN HEREON IS HEREBY GRANTED CAUSED SAID LANDS TO BE SURVEYED AND PLATTED AS SHOWN HEREON AND HEREBY DEDICATES AS FOLLOWS: TO THE CITY OF PORT ST. LUCIE FOR EMERGENCY VEHICLE ACCESS OVER AND ACROSS, IAS SHOWN AND NOTED HEREON AND SHALL BE TTHE MAINTENANCE RESPONSIBILITIES OF CADENCE AT TRADITION HOMEOWNER'S ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS, 1. THE ROAD RIGHT-OF-WAY TRACT R AND TRACT R1, AS SHOWN HEREON, ARE HEREBY DEDICATED TO CADENCE AT TRADITION HOMEOWNER'S WITHOUT RECOURSE TO THE CITY OF PORT ST. LUCIE, FLORIDA. THE CITY OF PORT ST. LUCIE HAS THE RIGHT, BUT NOT THE OBLIGATION TO MAINTAIN THE ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS, AS PRIVATE ROAD RIGHTS -OF -WAY FOR THE PURPOSE OF EMERGENCY INGRESS/EGRESS EASEMENT. PROVIDING ACCESS AND f DRAINAGE INSTALLATION, AND ARE THE MAINTENANCE OBLIGATION OF SAID CADENCE AT TRADITION HOMEOWNER'S ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS. ALL STREETS OR ROADS DESIGNATED HEREON AS PRIVATE STREETS OR ROADS 13. THE CITY OF PORT ST. LUCIE SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO CONSTRUCT AND MAINTAIN ANY PORTION OF THE DRAINAGE ARE HEREBY SPECIFICALLY SET ASIDE FOR THE USE OF THE ABUTTING PROPERTY OWNERS ONLY, AND IN NO WAY CONSTITUTE A DEDICATION TO THE SYSTEM WITHIN THESE TRACTS AND EASEMENTS WHICH ARE ASSOCIATED WITH DRAINAGE FROM CITY RIGHTS -OF -WAY. GENERAL PUBLIC OR THE CITY OF PORT ST. LUCIE; IT BEING SPECIFICALLY UNDERSTOOD THAT NO OBLIGATION IS IMPOSED ON THE CITY NOR' SHALL ANY REQUEST BE ENTERTAINED BY THE CITY TO MAINTAIN OR IMPROVE THE PRIVATE STREETS OR ROADS. AN EASEMENT OVER AND UNDER SUCH (STREETS, 14. PRESERVATION AREAS TO INCLUDE, UPLAND PRESERVE AREA 1, UPLAND PRESERVE AREA 3, WETLAND W-25 WETLAND W-306 AND WETLAND BUFFERS RIGHTS -OF -WAY) AS SHOWN HEREON IS ALSO RESERVED IN FAVOR OF THE CITY OF PORT ST. LUCIE ("CITY"), ITS SUCCESSORS, AGENTS, EMPLOYEES, AS PART OF SAID PRESERVATION AREAS AS SHOWN HEREON ARE HEREBY DEDICATED TO TRADITION COMMUNITY DEVELOPMENT DISTRICT NO. 1 ("CDD"), A ASSIGNS, FOR ACCESS TO OPERATION MODIFICATION INSTALLATION AND/OR MAINTENANCE OF PUBLIC UTILITY CONTRACTORS, DESIGNEES AND ASS / FACILITIES, COMMUNITY DEVELOPMENT DISTRICT ORGANIZED UNDER CHAPTER 190, ITS SUCCESSORS AND ASSIGNS, TO RETAIN TH[: PRESERVATION AREAS IN THEIR INCLUDING BUT NOT LIMITED TO, WATER AND WASTEWATER LINES, APPURTENANT FACILITIES OR EQUIPMENT. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY NATURAL VEGETATIVE, HYDROLOGIC, SCENIC, OPEN AGRICULTURAL OR WOODED CONDITION AND TO RETAIN SUCH PRESERVATION AREAS AS SUITABLE HABITAT MAINTENANCE OBLIGATIONS FOR SAID EASEMENT AREA OR SUCH (STREETS, RIGHTS -OF -WAY, ETC.) EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH FOR FISH, PLANTS, OR WILDLIFE. THE CDD, ITS SUCCESSORS AND ASSIGNS, SHALL HAVE THE RIGHT TO ENTER UPON THE PRESERVATION AREAS TO MAINTAIN PUBLIC UTILITIES BY THE CITY. A NON-EXCLUSIVE INGRESS, EGRESS, DRAINAGE, AND UTILITY EASEMENT OVER ALL ROADS, ROADWAYS, AND ROAD IT AND TO ENJOIN ANY ACTIVITY ON OR USE OF THE PRESERVATION TRACTS THAT IS INCONSISTENT WITH THESE RESTRICTIONS AND TO ENFORCE THE RIGHTS -OF -WAY SHOWN OR DESCRIBED ON THIS PLAT IS DEDICATED TO TRADITION COMMUNITY DEVELOPMENT DISTRICT NO. 1, ITS SUCCESSORS AND ASSIGNS. RESTORATION IF SUCH AREAS OR FEATURES OF THE PRESERVATION TRACTS THAT MAY BE DAMAGED BY ANY INCONSISTENT ACTIVITY OR USE. EXCEPT AS AN INGRESS AND EGRESS EASEMENT IS HEREBY DEDICATED OVER TRACT R TO TRADITION COMMUNITY DEVELOPMENT DISTRICT NO. 1, A COMMUNITY REQUIRED TO MAINTAIN THE PRESERVATION TRACTS FOR THE PURPOSES SET FORTH IN THIS PARAGRAPH, THE FOLLOWING ACTIVITIES ARE PROHIBITED WITHIN DEVELOPMENT DISTRICT IESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ITS SUCCESSORS AND ASSIGNS. IT BEING SPECIFICALLY THE PRESERVATION TRACTS: CONSTRUCTION OR PLACING BUILDINGS, ROADS, SIGNS, BILLBOARDS, OR OTHER ADVERTISING, UTILITIES OR OTHER STRUCTURES UNDERSTOOD THAT NO OBLIGATION IS IMPOSED ON THE DISTRICT NOR SHALL ANY REQUEST BE ENTERTAINED BY THE DISTRICT TO MAINTAIN OR IMPROVE THE ON OR ABOVE THE GROUND; DUMPING OR PLACING OF TRASH, WASTE OR OTHER UNSIGHTLY OR OFFENSIVE MATERIALS; REMOVAL OR DESTRUCTION OF TREES, PRIVATE STREETS OR ROADS UNDERLYING SAID EASEMENT. SHRUBS, OR OTHER VEGETATION, EXCEPT FOR THE REMOVAL OF EXOTIC OR NUISANCE VEGETATION; EXCAVATION DREDG`NG OR REMOVAL OF LOAM, PEAT, GRAVEL, SOIL, ROCK OR OTHER MATERIAL SUBSTANCE IN SUCH MANNER AS TO AFFECT THE SURFACE; SURFACE USE EXCEPT FOR PURPOSES THAT PERMIT 2. THE OPEN SPACE TRACTS (0-3 AND 0-16) AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE CADENCE AT TRADITION HOMEOWNER'S THE LAND OR WATER AREA TO REMAIN IN ITS NATURAL CONDITION; ACTIVITIES DETRIMENTAL TO DRAINAGE, FLOOD CONTROL, WATER CONSERVATION, EROSION ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS, FOR OPEN SPACE PURPOSES INCLUDING DRAINAGE, AND THEY CONTROL, SOIL CONSERVATION OR FISH AND WILDLIFE HABITAT PRESERVATION INCLUDING BUT NOT LIMITED T0, DITCHING, DIKING, AND FENCING; ACTS OR USES DETRIMENTAL TO SUCH AFOREMENTIONED RETENTION OF LAND OR WATER USES; ACTS OR USE'S WHICH ARE DETRIMENTAL TO THE PRESERVATION OF ARE THE MAINTENANCE RESPONSIBILITIES OF SAID CADENCE AT TRADITION HOMEOWNER'S ASSOCIATION, INC. ANY FEATURES OR ASPECTS OF THE PRESERVATION AREAS HAVING HISTORICAL OR ARCHAEOLOGICAL SIGNIFICANCE. 3. ALL UTILITY EASEMENTS (UE) SHALL PROVIDE THAT SUCH EASEMENTS SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL NOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION, AND CITY CODE REQUIREMENTS, WITH THE MORE STRINGENT REQUIREMENTS TO CONTROL WHEN IN CONFLICT. SAID EASEMENT AS SHOWN HEREON IS ALSO DEDICATED IN FAVOR OF THE CITY OF PORT ST. LUCIE (-CITY-), ITS SUCCESSORS, AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES AND ASSIGNS, A GENERAL INGRESS/EGRESS EASEMENT OVER AND ACROSS ITS DRIVEWAYS, PARKING, COMMON OR OPEN AREAS FOR ACCESS TO, OPERATION, MODIFICATION, INSTALLATION AND/OR MAINTENANCE OF, PUBLIC UTILITY FACILITIES, INCLUDING BUT NOT LIMITED TO, WATER AND WASTEWATER LINES, APPURTENANT FACILITIES AND EQUIPMENT. THE CITY 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. mn�av,, _ on q �I ■LOCATION rPNORTHuo ens a nmeuu �irum MAPr. - fill, NOT TO SCALE � � //•�q ryas l TRADM i PARKWAY THIS INSTRUMENT PREPARED BY THOMAS W. GRITTON OF CAULFIELD and WHEELER. INC. SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 - (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. LB3591 CLERK'S RECORDING CERTIFICATE: STATE OF FLORIDA COUNTY OF ST. LUCIE PLAT BOOK PAGE ZA0 SHEET 1 OF 9 I ni STa N S85044? - - --- P BK 143 Pages 26 - 34 RECORDED 07/28/2026 02:21:16 PMf1 SAINT LUCIE COUNTY DEPUTY CLERK TREJOA 1, MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT OF ST. LUCIE COUNTY, FLORIDA, DO HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED, AND THAT IT COMPLIES IN FORM WITH ALL THE REQUIREMENTS OF THE LAWS OF FLORIDA PERTAINING TO MAPS AND PLATS, AND THAT THIS PLAT HAS BEEN FILEQ EOR RECORD IN P BOOK �-_q�, PAGE(S) ���L OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, THIS DAY OF &l<- 2026. ckmt- CLERK OF THE CIRCUIT COURT ST. LUCIE COUNTY, FLORIDA CERTIFICATE OF OWNERSHIP & DEDICATION: IN WITNESS WHEREOF, THE ABOVE NAMED DELAWARE LIMI D LIABILITY COMPANY HAS CAU D THESE PRESENTS TO BE SIGNED BY ITS VICE PRESIDENT, THIS DAY OF �u �q _ 2026. MATTAMY PALM BEACH LLC. A DELAWARE LIMITED LIABILITY COMPANY WITNE !_ _ BY: PRIN AME 241700 Q cry M ld�ui ay. eZ1r bv��+� ^.�-�'3 ° vICEARL AL ENT SON Jr. WITNESS: PRINT NAMESLi1ti`,�C.�1lZiFc/' 1XVm &I A" 4-C�Y� Lcdct� iJ r. t'�o�rrQ�in ACKNOWLEDGEMENT: STATE, OF FLORIDA) COUNTY OF PALM BEACH) THE FOREGOING IN/TRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF PHYSICAL PRESENCE OR ONLINE NOTARIZATION, THIS _� DAY OF +ZId�, 2026, BY K. KARL ALBERTSON Jry/ VICE PRESIDENT, ON / B HALF OF MATTAMY PALM BEACH LLC, A DELAWARE LIMITED LIABILITY COMPANY, WHO IS �� PERSONALLY KNOWN TO ME OR HAS PRODUCED I _ AS IDENTIFICATION. WITNESS `MY HAND AND OFFICIAL SEA � A �AI'Y 026. L THIS �✓ 'Y OF D , 2 COMMISSION NO. &� _ - FLORIDA NOTARY PUBLIC, STATE OF EXPIRATION DATE I-(13(�flzb I I PRINT NAME: 5 tabx MAKMA H. SILCOX Notary Public - State/of Florida YF` Commission # HH 596381 My Comm. Expires Dec 13, 202E 4 Bonded through National Notary Assn. PSLUSD PROJECT NO. 5388D 7-1 CITY OF PORT ST. LUCIE PROJECT NO. P26-011 PLAT BK 143 PG 27 I PLAT BOOK M7 CiADEIVACE OD PHASE 2 PAGE 7,1 A PLANNED UNIT DEVELOPMENT SHEET 2 OF 9 \ BEING A REPLAT OF TRACTS A, B AND C AS SHOWN ON THE PLAT OF CADENCE WG5D PHASE 1, AS RECORDED IN PLAT BOOK 126, PAGE 17 OF THE PUBLIC \ 6 7 NORTH RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST, THE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. \ 8 THIS INSTRUMENT PREPARED BY fl I, / THOMAS W. GRITTON / OF CAULFIELD and WHEELER INC. ® , 3 SURVEYORS — ENGINEERS — PLANNERS �., 7900 GLADES ROAD, SUITE 100 '9 BOCA RATON, FLORIDA 33434 — (561)392-1991 \ CERTIFICATE OF AUTHORIZATION NO. LB3591 If KEY MAP NOT/TO SCALE li TITLE CERTIFICATION: STATE OF FLORIDA COUNTY OF PALM BEACH ACCEPTANCE OF DEDICATION: THE UNDERSIGNED, ELIZABETH M. JONES, ESQ, A DULY LICENSED ATTORNEY N tHE STATE 6F FLORIDA, THE TRADITION COMMUNITY DEVELOPMENT DISTRICT NO. 1, A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH DOES HEREBY CERTIFY THAT, AS OF THE ��k_ DAY OF 2026, AT : no AM: CHAPTER 190, FLORIDA STATUTES ("DISTRICT NO. 1-), ACTING FOR ITSELF AND ON BEHALF OF EACH OF THE BOTHER/'DISTRICTS" AS I I' DEFINED IN THE AMENDED AND RESTATED DISTRICT INTERLOCAL AGREEMENT DATED AS OF APRIL 8, 2008, WHEREIN DISTRICT NO. 1 HAS THE RECORD TITLE TO THE LAND AS DESCRIBED AND SHOWN HEREON IS INI THE NAME; OF MATTAMY PALM BEEN DELEGATED RESPONSIBILITY TO ACT ON BEHALF OF ALL OF THE DISTRICTS IN MATTERS RELATING TO CERTAIN INFRASTRUCTURE BEACH LLC, A DELAWARE LIMITED 'LIABILITY COMPANY, THE ENTITY EXECUTING THE DEDICATION. IMPROVEMENTS, HEREBY ACCEPTS THE DEDICATIONS AS SET FORTH SON THE\WITHIN PLAT SPECIFICALLY DEDICATED TO DISTRICT NO`T, PROVIDED, HOWEVER, THAT ACCEPTANCE OF SUCH DEDICATION AND OF THE OBLIGATION TO OPERATE AND/MAINTAIN SUCH FACILITIES IS\ THERE ARE NO MORTGAGES OF RECORD ENCUMBERING THE LAND DESCRIBED HEREIN. EXPRESSLY CONDITIONED UPON (1) COMPLETION OF CONSTRUCTION OF ALL WATER -MANAGEMENT SYSTEMS IMPROVEMENTS FOR"THE PHASE OF SUCH SYSTEM IN WHICH THE DEDICATED TRACT AND EASEMENT ARE LOCATED IN STRICT COMPLIANCE/WITH ,BOTH THE PURSUANT TO FLORIDA STATUTES SECTION 197.192, ALL TAXES HAVE BEEN PAID THROUGH THE YEAR APPROVED PLANS FOR, AND REQUIREMENTS FOR ALL REGULATORY AUTHORITIES -EXERCISING JURISDICTION OVER, SUCH IMPROVEMENTS, 2025. AND (II) COMPLIANCE WITH ALL SURFACE WATER MANAGEMENT SYSTEMS TURNOVER REQUIREMENTS RELATING TO ,SUCH F/ACILITIES, AS I SET FORTH IN THE POLICIES AND PROCEDURES MANUAL FOR DISTRICT NO. 1 DOES NOT ACCEPT ANY OTHER RIGHT-OF-WAY, ALL ASSESSMENTS AND OTHER LIENS CURRENTLY DUE AND PAYABLE LEVIED BY AN PRIVATE OR EASEMENTS, TRACT, OR OTHER INTEREST IN REAL ESTATE OTHERWISE DEDICATED TO THE PUBLIC. GOVERNMENTAL AGENCY AGAINST SAID LAND HAVE BEEN SATISFIED. HEREBY CONSENTS TO PLATTING OF THE LANDS HEREIN, DATED THIS 1N`-DAY OF �Kvy 2026. THERE ARE ENCUMBRANCES OF RECORD BUT THOSE ENCUMBRANCES D N T PROH BI THE CREATION OF THE SUBDIVISION DEPICTED BY THIS PLAT. ATTE T: THE TRADITION COMMUNITY DEVELOPMENT DISTRICT N0. 1 CADENCE�AT—TRADITION HOMEOWNER'S ASSOCIATION, INC., A FLORIDA.DATED THIS DAY OF �Is1 _, 2026 NOT FOR PROFIT CORPORATION. 4OF CIA., CHAIRMAN IN WITNESS WHEREOF CADENCE AT TRADITION HOMEOWNERS ASSOCIATION INC A FLORIDA NOT FOR PROFIT RINT NAME: ctr S�. S' .c ERVISORS CORPORATION, HEREBY ACCEPTS 'THE DEDICATIONS\T,0 SAID ASSOCIATION AND AS STATED HEREON, AND HEREBY ACCEPTS ITS MAINTENANCE OBLIGATIONS FOR SAME AS i STA D HEREON HAS CAUSED THESE ELIZABETH M. JONES, ESQ. PRESENTS TO BE SIGNED PITS PRESIDENT, THIS .� _ DAY OF �_ u� 2026. FLORIDA BAR NO. 84177 - SHUTTS & BOWEN LLP 525 OKEECHOBEE BLVD., SUITE 1100 WEST PALM BEACH, FL 33401 CADENCE AT TRADITION HOMEOWNER'S AC NOWLEDGEMENT: ASSOCIATION, INC, STATE OF FLORIDA A FLORIDA COUNTY OF ST. LUCIE NOT FOR ROFI RPORATION I HEREBY CERTIFY THAT ON THIS DAY, BEFORE ME, AN OFFICER DULY AUTHORIZED IN THE STATE AFORESAID AND IN THE COUNTY BY: MATT ERKIS SURVEY NOTES: AFORESAID TO TAKE ACKNOWLEDGMENTS, PERSONALLY APPEARED BIANCA MAGLOIRE, CHAIRMAN ON BEHALF OF THE TRADITION COMMUNITY DEVELOPMENT DISTRICT NO. 1. PRESIDENT SHE IS [dPERSONALLY KNOWN TO ME OR [ ] HAS PRODUCED M AS IDENTIFICATION. < 1. BEARINGS SHOWN HEREON ARE RELATIVE TO A ASSUMED RECORD PLAT BEARING OF NORTH 90'00'00"WEST ALONG THE ACKNOWLEDGEMENT: NORTH LINE OF CADENCE PHASE II, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 114, PAGE 29, OF WITNESS MY HAND AND OFFICIAL SEAL IN THE COUNTY AND STATE LAST AFORESAID THIS DAY OF U Ly 2026. STATE OF FLORIDA THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, AND ALL OTHER BEARINGS ARE RELATIVE THERETO. COUNTY OF PALM BEACH ` , t` 2. LINES INTERSECTING CURVES ARE NON -RADIAL UNLESS SHOWN OTHERWISE NOTED (R) FOR RADIAL. AA 5gIo3S �— � - --- THE FOREGOING INSTRUMENT WAS ,ACKNOWLEDGED, -BEFORE ME BY MEANS OF PHYSICAL PRESENCE OR COMMISSION N0. & NOTARY PUBLIC, STATE OF FLORIDA ONLINE NOTARIZATION, THIS I _— DAY\OF — 51AL�� �_� 2026, BY MATT, BERKIS, PRESIDENT, 3. NOTICE. THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS EXPIRATION DATE 1iZj I3'�UZ� ON BEHALF OF CADENCE AT TRADITION HO\MEOWNER'S ASSOCIATION, INC., A FLORIDAZ NOT FOR PROFIT DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY !ANY OTHER GRAPHIC OR DIGITAL FORM OF CORPORATION, ON BEHALF OF THE CORPORATION, WHO-IS-Y, PERSONALLY KNOWN TO ME OR HAS PRODUCED THE PLAT. M IITHAH.saCOX --_— — AS IDENTIFICATION. Naury"k- staeofMaII&I l 4. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON IS PLAT THAT MAY BE FOUND IN THE PRINT NAME:1v`_ = Commission0HHS963E1 My Comm. Expires Dec 13,20n WITNESS MY HAND AND OFFICIAL SEAL THIS _ � DAY OFF ��LY 2026. PUBLIC RECORDS OF ST. LUCIE COUNTY. Eona!d tutu* Wtional Hoary AM. 5. NOTE\THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1 FLORIDA STATUTES BY A PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY OR UNDER CONTRACT WITH THE CITY OF PORT ST. LUCIE. COMMISSION NO. & NOTARY PUBLIC, STATE OF FLORIDA/ ACCEPTANCE OF DEDICATION: M„�H.s��Dx i 1 EXPIRATION DATE l�J Z�Zp% Mr4ry ►ubNc - Strte at FlaAda I � Commission tHHs963Et 6. ACCESS EASEMENT AGREEMENT RECORDED ON JULY 5 2018 IN BOOK', 4153 PAGE 929 AS AFFECTED BY: PARTIAL TRADITION COMMUNITY DEVELOPMENT DISTRICT NO. 10, A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH Q..,q„� My Comm. Expires Dec131202e CHAPTER 190, FLORIDA STATUTES, HEREBY ACCEPTS THE DEDICATIONS OF INGRESS AND EGRESS SET FORTH WITHIN PLAT AND °ondef1n"°"�1Ne"0"''"°t'- Assn. RELEASE OF EASEMENT, RECORDED ON APRIL 10, 2019, IN BOOK 4254, PAGE 224. BLANKENT IN NATURE. SPECIFICALLY DEDICATED TO SUCH DISTRICT. PRINT NAME: M�_rJ_ DATED THIS 1� DAY OF ��� 2026 7. BLANKET FLOWAGE EASEMENT, RECORDED ON MAY 7, 2021, IN BOOK 4606, PAGE 1145, AS AFFECTED BY: CORRECTED - EASEMENT, RECORDED ON MAY 28, 2021, IN BOOK 4620, PAGE 134, BLANKET IN NATURE. ATTEST: THE TRADITION COMMUNITY DEVELOPMENT DISTRICT NO. 10 8. BLANKET ACCESS EASEMENT AGREEMENT, RECORDED ON JULY 2, 2003,' IN BOOK 1745, PAGE 1913, BLANKET IN NATURE. PRINT N 4 $ cretu CHAIR AN: BAN MAGLOIRE SU'RVEYOR'S CERTIFICATE, Trrc -r,4o, K A. a �•}, APPROVAL OF THE CITY OF PORT ST. LUCIE: STATE of FLORID// COUNTY OF ST. LUCIE , STATE OF FLORIDA � � 'I ' COUNTY OF ST. LUCIE THIS IS PTO CERTIFY THAT THE PLAT AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE DIRECTION AND SUPERVISION AND THA�SAID,,SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF IT IS HEREBY CERTIFIED THAT THIS PLAT OF CADENCE WGSD PHASE 2, HAS BEEN OFFICIALLY AND THAT PERMANENT REFERENCE MONUMENTS (P.R.M.�S) HAVE BEEN SET AND THAT PERMANENT CONTROL POINTS (P.C.P.'S) AND APPROVED FOR RECORD BY THE CITY OF PORT ST. LUCIE, FLORIDA AND ALL DEDICATIONl� T LOT CORNERS WILL BE SET UNDER/ THE GUARANTEES POSTED WITHTHE CITY COUNCIL OF PORT ST. LUCIE FOR THE REQUIRED THE CIT HEREIN ARE ACCEPTED FOR RECORD BY THE CITY OF PORT ST. LUCIE, THIS `i DAY IMPROVEMENTS, AND FURTHER, THAT ITHE/ SURVEY/DATA COMPLIES WITH\ALL! OF THE REQUIREMENTS OF CHAPTER 177, FLORIDA OF _ 2026. STATUTES,\AS AMENDED, AND/IN ACCORDANCE WITH THEISURVEYIN.G STANDARDS CONTAINED WITHIN CHAPTER 5J-17, FLORIDA ACKNOWLEDGEMENT: �� ADMINISTRATIVE CODE�SET'FORTH BY THE FLORID/ ABOARD OF SURVEYORS AND MAPPERS PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND ORDINANCES OF THE CITY OF PORT ST. LUCIE, FLORID�A. THIS CLth DAY OF �u(t� 2026. CITY OF PORT ST. LUCIE: _ e _ _— JJ STATE OF FLORIDA COUNTY OF ST. LUCIE JET � U*S M REDO, CITY MANGER HEREBY CERTIFY THAT ON THIS DAY, BEFORE ME, AN OFFICER DULY AUTHORIZED IN THE STATE AFORESAID AND IN THE COUNTY�y�r ) --- - -- '-----• AFORESAID TO TO TAKE ACKNOWLEDGMENTS, PERSONALLY APPEARED BIANCA MAGLOIRE, CHAIRMAN ON BEHALF OF THE THE TRADITION ATTEST: THOMAS/W. GRITTON PROFESSIONAL SURVEYOR MAPPER #7347 COMMUNITY DEVELOPMENT DISTRICT NO. 10. SALLY WALSH, CITY CLERK STATE �OF FLORIDA. SHE IS [ PERSONALLY KNOWN TO ME OR [ ]HAS PRODUCED _ AS IDENTIFICATION. CAULFIELD AND WHEELER, INC �/ SURVEYORS - ENGINEERS/=PLANNERS WITNESS MY HAND AND OFFICIAL SEAL IN THE COUNTY AND STATE LAST AFORESAID THIS DAY OF TAL 2026. M `' , ; ,�c , 7900/ GLADES ROAD, SUITE 100 Aw. i��t (561i)392-1991 r 0 r CERTIFICATION OF AUTHORIZATION No. Fglpl D — -- -- CITY,, OF '; . _ p Aga Nu�,b l�j� LB 3591 PORT ST., LUCIE ' e 7347 COMMISSION No. & Q NOTARY PUBLIC, STATE OF FLORIDA LS EXPIRATION DATE ��`i 31 v r .,... MArHA H. SILCOX 0 STATE F >Q®:. IIoC�lico^�tHrtHes de �� FLORI A ���_ PSLUSD PROJECT N0. 5388D PRINT NAME: _� ar M1. My Cantu. Expires Dec 13, 202E E�rdee Her,anel Notary AM. s'�� a� .•'" CITY OF PORT ST. LUCIE �su�v� �• PROJECT N0. P26-011 I PLAT BK 143 PG 28 AMP V% Cjtl.DENCE cau PHASE 2 A PLANNED UNIT DEVELOPMENT BEING A REPLAT OF TRACTS A, B AND C AS SHOWN ON THE PLAT OF CADENCE AN WG5D PHASE 1, AS RECORDED IN PLAT BOOK 126, PAGE 17 OF THE PUBLIC NORTH RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST, THE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. GRAPHIC SCALE 40 0 20 40 80 _ - - '- _ THIS INSTRUMENT PREPARED BY N90'00'OO�E 161.03' 50' PRlVA` R THOMAS W. GRITTON ORANA DRIVE N RIGHT -OF _ ROAD �N90'00'00"E 136.03' _ (4.82 AC) AY OF ( IN FEET ) 66'! / 5000' 9.88' L=53.62' TiQgC CAULFIELD and WHEELER, INC. INTENDED DISPLAY SCALE: ' 25 / - _ A=11_ 9 ''~ T R �. 1 INCH = 40 FEET Tw �,8 SURVEYORS - ENGINEERS - PLANNERS 7 uE D a��s.ro' 7900 GLADES ROAD, w w _ -. � 833,E � SUITE 100 PSLUE o ^ 0- o ��\� �,� BOCA RATON, FLORIDA 33434 - (561)392-1991 o �\ ce ppD CERTIFICATE OF AUTHORIZATION N0. LB3591 MAT H lJNE' SHEET 8 '\ / I w 189 \\O187 ,�OASO04 0.182 AC o 0.138-,AC o 0:170 AC a 9� 190 oo o o 0.192 ApOo o ` �o% 20 o-- o z z 0O� 1 ��'•��`�� -� \ g��� �`r= + j.� \ v�r,\ A=11'10'19; L=0.22 191 N// 224 .192 AC �, 0.180 AC � >4�\I 0 66.15' 50.00' 19.88d��00 \ ar'(,;•�O. \ a N90'00'00"E 120.00'�- 'T��1 C) EE N90'00'00"E 2 ,� \�•�p QSw� cs\ \ „� �2 s V 16.03' R� d\ ��� "��o r'� cs. 6�3 5`a \ \,o�`\ 6 [�I r`) I i/- --yam rSS \ �8• . ��� \ N$ r- < ' 0o0. 186 r�i\ \ \ p0, \S `3SR ��� 192 5' - o `J o \o r'`�' �`s��1.. o 00 00 (0 0.176 AC (o �\ 4 9�2.9�" 0.192 AC 2 0 223 to \ r'o,�s \ cy) Of20'�+ to \R=25.00' ���� /p0 �2 �t �'\ 0.147 AC d 1 t� \ I< S O• tt \ U �106 09'34" 00� Op., a��j 000/�Rl \/ 120.00' �R) °� TRACT S.M.T. 12 `\�°sue w Q w L=46.32 4 \ ��� cP. 12 \ \ tt\�\ " 0 o N90.00'00"W 120.00' .�� �� sp�� "E xN , `a 6.53'45 E WMAE IQE \to PLAT BOOK L PAGE 2,�4 SHEET 3 OF 9 LEGEND/ABBREVIATIONS - CENTERLINE - DELTA (CENTRAL ANGLE) AC - ACRES CB - CHORD BEARING CBE - CONSERVATION BUFFER EASEMENT 0 0 0 0 r'�� �� -,`,� a; 222 \ \ �O CD - CHORD DISTANCE a o / M u �N' i� a .9 DE - DRAINAGE EASEMENT z z co 0 1185 AC `', a 0.147 AC a J O \ �O� EIEE EMERGENCY INGRESS AND EGRESS EASEMENT �1 / %` FE - FENCE EASEMENT �2 IQE - IRRIGATION QUALITY EASEMENT 0.192 AC 't z I o' ' N a N84'S1'17"E 120.00 (R) \ �� �O ?'� 'r.�l��in lO L -ARC LENGTH W Q 00 0 ( ti .- I K' x I \ .9 !� �, 0 LB -LICENSED BUSINESS U-i o ` �� to I I � cl 4p \ ��� LBE _ LANDSCAPE BUFFER EASEMENT N90 00 00 W 120.00 N oo ' 5'35"E 120.00 (R) a� ao Q°', I %` c�6, SO S \ s %`� LME LAKE MAINTENANCE EASEMENT T^ W Z w �+1 00 184 o I 20, co I 0.171 AC - o rn 0 Z N rnI N90'00'00"W 120.00' T uE04 J I cq 7' PSLUE 183 0.183 AC R=420.00' I 00 Lo a=1'20'38" R=300.00' L=9.85' A--1 *20'12" I I L=7.00' 25' -.---- 20'+ o04 _N88'39'46"W 120.00' I n ( � M N ° " N N I ( N N TRACT S.M.T. 6 x u= ����I 0.199 AC d a, w (WMAE�IQE) Lei w o Ja R=420;00„ N h o 1.746 AC ME o -' oI o 7' (jE Lr-11 30 21 n U L=84.34' PSLUELo . ,00 Z o N27'Og' "w (n o 26 N m o� o 120.00, ►� ' 181 / �0 25 00 0.186 AC o 0 / o4Q�� R=420.00' �� d Q� A, d=10'44 32 ho Q' tom,. Q� / r2a oo, L=78.74' P P oI o N U) R=95.00' I A-21*21'17" L=35.41' R=75.00' a=21 *21'17" L=27.95' \ /I fITS pF � o e CADENCE PHASE II (PB 114, PG 29) blo, / TRACT S.M.T. 6 (PB 114, PG 29) / / N 85 2 A=4'34'25" L=12.37' r�i A=4'34'257/ L=21.945' I/ 19�4 0.151 AC I IM N90'00'00"E 120.00' 0 0 195 0,138 AC I O O ul I IL N90'00'00"E 120.00' I\I\ 0 00 196 0.138 AC r0 I to "' I I"' -N90'00'00"E 120.00=- - 000 ''' 197 I to 00 0.138 AC Lo I ILO N90'00'00"E 120.00' LL 0 00 198 0.138 AC I O I I0 N90'00'00"E 120.00' I I I I� N N "N�o o 199 0.183 N \1 \ o\\\, ,1 ,h9\� % LMAE - LAKE MAINTENANCE ACCESS EASEMENTh0�I 221 oM O O LSE - LIFT STATION EASEMENT N'4 0.139 C � WME - WATER MANAGEMENT EASEMENT 25' 20' �MAINTENANCEMEB EASEMENT BUFFER ORB - OFFICIAL RECORD BOOK PB - PLAT BOOK N90 00-'00 W 20.00 R=25.00' /220 0c0 L=39.44' :138 AC n R=190.00' Q>o1 uj d=4'35'14' oN 00W120.00 R=25.00' L=15.21' E/N90'00 0 0=-90'40'42" R=25.00' Lo o L=39.57' �39'52'31" �219 0 \L=17.40' 0.1.38_AC N-90'00'00"W 160.12' be 0o 00 LME o cl�/to _ (D /N90*00'00"W 222.84 N N 120.05050.00, 50.00' S0.00 22.84' A=2'43 03„ N N9000o0 W L=66.40' w wod=11'49'S8PRC oZw 2o L=35.11'o 0 N56'50 22"E o 311 AC o 0: o (" o O 00ov) U) 25' 25' AC to EN Lo _ _w3 1>1 U UF% / E� A. / Q �Q it 14 T N90'00'00"W 120.00 -7 UE 217 25' Iw Z 0.196 AC O J 7# La ( PSLUE I _ 120.00 4, Lo o 0 0 0 0 0 0 N 216 215 214 w 0.1'38 AC w 0.138 AC w 0.138 AC w x 0 x 0 xl 0 0 o 0 0 0 0 v0i z 50.00' z 50.00� z _/ 7 / 50.00/ 4-- N90'00'00"W I 392.54' TRACT R Wu►YFAIR WAY 50' PRIVATE ROAD N90'00'00"W \488.2V 10 RIGHT-OF-WAY 75 PR -213 0.138 AC 21. Li 0.145 O O 0 P 0 0 z 50.00' 50.0( 3.50' '0 211 PC - POINT of CURVATURE PCC - POINT OF COMPOUND CURVATURE PDE - PRIVATE DRAINAGE EASEMENT PG - PAGE PNT - POINT OF NON TANGENCY PRC - POINT OF REVERSE CURVATURE PT - POINT OF TANGENCY PUE - PUBLIC UTILITY EASEMENT PSLUE - PORT ST. LUCIE UTILITY EASEMENT R - RADIUS (R) --INDICATES RADIAL LINE RBE - ROADWAY BUFFER EASEMENT \ SF - UE - SQUARE FEET UTILITY EASEMENT WMAE - WATER MANAGEMENT ACCESS EASEMENT ®PRM - DENOTES PERMANENT REFERENCE MONUMENT 5/8' IRON ROD WITH CAP STAMPED "C&W PRM LB 3591" \ ♦PRM - DENOTES PERMANENT REFERENCE MONUMENT NAIL WITH CAP STAMPED "C&W PRM LB 3591" \ 0- DENOTES PERMANENT CONTROL POINT ®- DENOTES FOUND CONTROL POINT 0.263 AC �• 0 •p� R=50.00, �� w V) \ � 0. % 22.554 R=25.00' o o N f <�� 0=70 31 44" 0 0 L=30.77' N o t°j ,((o �Q \ Z r/Cph4� l •OV14 V, II 0 7 ' - (4.82 AC)00 N90'00'00"W 464 40' ' 16.09' Li. v 3�.40' 53.40' 53_40' 53.40' \ _-_�3�0/\ -5 - 3:40' \ \ N - � N i►� � a d /N w O 0 0 O 0 O 0 O 0 0 0 O 0 O 0 J w O 0_ 209 00.152AC r< �a �_o N/ / N N 0 N N 0 0 N N- ((V° w w w w w 208 i , o 2S, 201 x 00 202 x 0 203 w x 0 x O It 0 o w x O 0.147 AC/ / i, ,x o c 0.246 AC 0 P o 0.147 AC o P 0 z 0.147 AC 0 P 0 2.04 0.147 AC 0 P 0 205 0 206 0.147 AC P 0.147 AC O z 0 P 0 207 0 o 0.147 AC o / /// 0 o 0 '0 210 0.260 AC �UF ui Z z z z z ui o / 110.35' Lo L 53.40' 53.40' 53.40' 53.40' 53.40' 53.40' 53.40' 100.42_ 11) - -53.40' - - - i N90'00'00"W 638.00' BEARING BASIS THE NORTH ' FOUND IRON LB 3591 S �C � ROD &CAP MPED PRM LIMITS OF 'PLAT LINE OF CADENCE PHASE 11 CADENCE PHASE 11 / � /I/ 10' I DE �i5 Op � "W ps��F (PB 114, PG 29) F �� I 205 204 203 202 201 200 199 198 197�� ' ,- - I 196 I 195 194 \a o PNT 78.05' CADENCE PHASE I /TRACTjO� 1 v-(PB 101, PG 1) PSLU-SD PROJECT NO. 5388D CITY OF PORT ST. LUCIE PROJECT NO. P26-011 PLAT BK 143 PG 29 152 \ w S� OF 1-51 T # .PSLUE 7 UE I / 25'Go \ rn �, 150 o Q �' N79.1 546 "W f o'3 d- I w 0F I\ Q o I O c • I af = P7 JI4 161 U I � M 0.197 to 149 7' I I a r- PC PSLUE a I W W °° 0: o 7' UE—� � V 0 00 N90 00'00"1N 3Q N IO Q -t 'o V�mz � zoo 16( Qo 148 I I W .. w z I 0.172 CADENCE WG5D a o PT 13 PHASE 1 V25' 25' A--2.18'42" (PB 126, PG 17) L=19.97' QS87'41'18"W 147 I li aox0 11! I O . o 0.19 II � I1 146 I I 578.30 41 145 Ncf�= 144 �pP � wp l � 7. U �/ / O�ac Y / 133 Cj4.DENCE WiiiG5D PHASri, A PLANNED UNIT DEVELOPMENT BEING A REPLAT OF TRACTS A, B AND C AS SHOWN ON THE PLAT OF CADENCE WG5D PHASE 1, AS RECORDED IN PLAT BOOK 126, PAGE 17 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST, THE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. THIS INSTRUMENT PREPARED BY eS THOMAS W. GRITTON OF CAULFIELD and WHEELER, INC. SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 _ I ftftm BOCA N1LB359,991 25' � waft'� ...sm-ft CERTIFl ATE OFF AUTHORIZATIONO Mum I softm 36l\ KEY MAP NOT TO SCALE MATCH LINE SHEET 5 PLAT BOOK S5 PAGE Z��1 NORTH SHEET 4 OF 9 c cn MI o W W o 0 o of o } o oho z �zI r�, o I W 0 .. r� 1-0Q l Q 00 of WvPq �a i rn o Q. u� rn 'n 11.E O N V II 2 - C . J II �� �1 —� cV O � M � U M ?¢AN ' �2Qill00' / o o NORTH �%' GRAPHIC SCALE 40 0 20 40 80 k � � G � IN FEET .. ,\C,%JPo� INTENDED DISPLAY SCALE: Q A,� 1 INCH = 40 FEET GF LEGEND/ABBREVIATIONS I - CENTERLINE A - DELTA (CENTRAL ANGLE) / AC - ACRES CB - CHORD BEARING CBE - CONSERVATION BUFFER EASEMENT CD - CHORD DISTANCE DE - DRAINAGE EASEMENT EIEE - EMERGENCY INGRESS AND EGRESS EASEMENT FE - FENCE EASEMENT IQE - IRRIGATION QUALITY EASEMENT L - ARC LENGTH LB - LICENSED BUSINESS LBE - LANDSCAPE BUFFER EASEMENT LME - LAKE MAINTENANCE EASEMENT LMAE - LAKE MAINTENANCE ACCESS EASEMENT LSE - LIFT STATION EASEMENT WME - WATER MANAGEMENT EASEMENT MEB - MAINTENANCE EASEMENT BUFFER ORB - OFFICIAL RECORD BOOK PB PLAT BOOK PC - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVATURE PDE - PRIVATE DRAINAGE EASEMENT PG - PAGE PNT - POINT OF NON TANGENCY PRC - POINT OF REVERSE CURVATURE PT - POINT OF TANGENCY PUE - PUBLIC UTILITY EASEMENT PSLUE - PORT ST. LUCIE UTILITY EASEMENT R - RADIUS (R) - INDICATES RADIAL LINE RBE - ROADWAY BUFFER EASEMENT /SF - SQUARE FEET UE - UTILITY EASEMENT ,WMAE - WATER MANAGEMENT ACCESS EASEMENT ®PRM - DEN, P NERMANENT REFERENCE MONUMENT 5/,8' IRON ROD WITH CAP STAMPED C&W PRM LB 3591 / % ♦PRM - DENOTES PERMANENT REFERENCE MONUMENT" MAIL WITH CAP STAMPED "C�&W PRM LB 3591 pp - DENOTES PERMANENT CONTROL POINT ®- DEN FOUND CONTROL POINT PSLU-SD PROJECT NO. 5388D CITY OF PORT ST. LUCIE PROJECT NO. P26-011 PLAT BK 143 PG 30 DETAIL LSE Cig.DENCE P11m A SE 2 NOT P1' �I'i THIS PLAT A PLANNED UNIT DEVELOPMENT �.- BEING A REPLAT OF TRACTS A, B AND C AS SHOWN ON THE PLAT OF CADENCE U WG5D PHASE 1, AS RECORDED IN PLAT BOOK 126, PAGE 17 OF THE PUBLIC Q RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 6, TOWNSHIP 37 NOT PART N89'59'35j�89.68' SOUTH RANGE 39 EAST THE CITY OF PORT ST. LUCIE ST. LUCIE COUNTY FLORIDA. 3o:0o' / 21.17' N > OF THIS PLAT N90'00'00"W� 9N O'00'00"E S00'00'00"E TRACT R1 to --� N 2s4.14 KAHLO LANE PRIVATE 50' ROAD MATCH LINE SHEET 6 soo•oo'oo"E RIGHT-OF-WAY u-i �� o Li `fi w I N90'00'00"W 120.00' =7T N90'00'00"W 120.00' I I I� 434.03' o. 0. o ,1, o I o I o00 � I 81 I o Lu 3' o LSE o °,.° o °' d 72 0 0 Io 25' Co:) 25' I N90'00'00"W 120.00' o U I :i o 0 of ,n 0.138 AC 0 0.138 AC 7 Ln 0 v' Q o d 0 PSLUE Sri o -_-- I o p I o 90000'00"W �o o 25 25 r� o PSLUE o M , 0 0 N90'00 00 W 120.00 7� ( z o ro 150.00 N 4 20' PSLUE w 5' N90'00'00"E 120.00' voi o 45 �z N90'00'00"W °p h coo 66 T UE--� o N90 00'00"W 120.00' Io I 0.138 AC / 0 I F�10, 25.00 25.00 30.00 / W I ,0 0.140 AC � I 0 00 p Z w\ I I►n t0000 I w 71 I DE it 82 0 I N90'00'00"W 120.00' N 0.209 AC � I 0.209 AC O t1) -I J N90'00'00"W 120.00, I- o w �I I Lu I 7, o �n I D O 44 N23'31'09"E \�F \ W o O o 0.138 AC \/ I I - PSLUE o r` __,�J(�7 I o `� I 7 0 W o 67 o I� T UE 7' UE PSLUE ,n 0.140 AC ( I�, L T UE cn � IQ a-w I Q I I o 'a� Q N90'00'00"E 120.00' 0 w 120.00 �' . I I N90'00'00"W 120.00' S o I" ' -� •= rvso•oo'oo"w 120.00' v TRACT R1 " TRACT R J N90'00'00"W J Ll- Q '� S00 00 00 E N � 43 NORTH W O to Ld I c0 t°\cO N90'00'00"E 145.00_ _ , - a OPTIC WAY _ � 0.138 AC L)i 3 P- � - L� >r-80:p�-,n-cWAY 50'CC 0 N90'00'00"E 145.00' 0 3:IO w� (J 0 Q , 0° 0 68 I Io �o�/ 0 50' PRIVATE ROAD o N90'00'00"E 50' PRIVATE ROAD GRAPHIC SCALE o- W v o `n 0.140 AC `n o o --RIGHT-OF-WAY N90'00'00"E 120.00' N 120.00' RIGHT-OF-WAY N90'00'00"W 120.00' p .. (- O 0 > /o _ 90.32' - - 6 0' 89.68' 2 0 10 20 40 Q m,O r� - - - - w ( 42 U I J o N90'00'00"W� 120:00'� �� \I w � o I / _ W 7' r� 0.138 AC . PSLUE, r w PSLUE N (, IN FEET) �Z ,, /0. _ ,°_' <I--7' UE a ? I N c0 INTENDED DISPLAY SCALE: 0 ACo ^ 'n ;° ,. 7 UE--�Vor` -0 0 10 o w O Z N90•oo 00 W 120.001 INCH = 20 FEET L���� N% I o W "� Ld " r /Q Q coo 4\ 83 w 0 I O O w Q Ld a 0 ' 0.258 AC 84 0 85 O o J e of I o 7)0'dO"W 120.00 / I- vl I w 0.190 AC o 0.206 AC I O O o O 0 41 0 I a wI/ o o ( O o -� C� I 0.138 AC U) / o 70 I I� o o I 0 I0Q C� CADENCE WGSD PHASE 1 I d o " o `/' " �' Y �� I I I a14o AC 7 / �, I �0_O.O�E o S89 59 35 W I 0 TRACT S.M.T. 10 R=25.00' 20 PSLUE -�•-� ,� 9.12 89.68' �'- I I N90'00'00"W 120.00' (WMAE/IQE) A-71*13'01" �' SET PRM r 7' USE R=5_45.00\ R=545.00' �W �� ~ N 120.00, / 25.00 25.00 r (PB 126, PG 17) L=31.08 , " , �9'3410, �6'31'25" - O I o a I (_ m co A I 40 0 N90 00 00 W 170.00 / / i L=91.03 0 o a o `:/0 I W a cn m I o `n 0.152 AC o ,ri L=62.05 I \M\ P P T /P C 4 L=51.64' O F- ca N I I co N N� Q ( - LO 0=5'25'44" L=78.7g' �{. • Q -� p I� W -1 'o F �7891, „ �9.17'11" ' 4=8'17'p •• PNT O ZIII - R=25.0 '46" / aj0 N,8 5710 L=81.85 �i R_ 545.00 t,78 J o I I a I'' 20' / ,,j62' 0 N89'57'49"E� o �1 51'42" 4 /8'1Tps / ` PS4 AS�UF o V > I N90'00'00"W 120.00' L=26.88 R=25.00 �, �,� c0 d / F I o Q - a=62.29'17" / / 6�$ �,�a� 10„ 5•� \.•-�oE w 20.52' N L=17.71 0 �R�S¢ �� I o N S6 . L=27.27' 1� �85 N N 6=0'04'05" o �� a 1 `�• 0 J cnim 8646,E 0 D' D cp. rrn'- 9p LO m L=0.60'89\ 88 o �9 �%� \ 4�6�,376' I PNT 0.199 AC 0.184 AC 3 • s0' �0' ( I 39 91 p 0.193 AC /� I W 7 0.258 AC .o �� 0.192 AC n'o� o \-� / �o-�.� 86 O -F- PSLUE E' S �\ o N 10 o R=385.00' i,) ? /;o o. 0.21\8 AC I 00 \ 7, UE IN 0Ob \ c v ��`L 92 \ No �- c � �0.03 25 u� .'� /� \ 7 cV O C/Re \ "� �,��� X, 0.192 AC o �� �' L=0.38' 0 /^ -� PSLUE LO O THIS INSTRUMENT PREPARED BY THOMAS W. GRITTON OF CAULFIELD and WHEELER, INC. SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 - (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. LB3591 20' 0 o I i 0 o I I 0 0 I rn IN o �i o LO u w o Ia i 0 0 o 0 o N o I I 0 TRACT S.M.T. 11 (WMAE/IQE) I E" 3.810 AC W I� I Iw ) I� I� 1 I 00•A �N D° o. .� M Zvi s' 7' UE ' O R. 20' �90.00'00" \ % 9'17'51" A=5'25'44" / - `n S 2SS L=39.27' F q y _ , " a=8•n " 87 a 12 ,/ So,3�, oo' pr ,Q i L=62.48 L=40.27 Op 0.193 AC J , .w oqa R-325.00 " ao \ / a 10i L=61.44' h �?8� S0� 25 ^ 25 S' c, a - - - / 0 4S�l8• N90'00 00 E 342.55 \Y PNT �11 22 30 93 00. , %,6p16 , "P� L0 PT .R=425,0 ' ��8� \ �� �� St 1$a PC �; N�PT w a,942.88°20s" _r " o' iAe �.q \ „ ZgS. S89 57 49 W N N89 57 49 E 4�28• t 6�00., 528. 6� �� x 1 I 807ry 80.2T c`' N 0.276 AC ,/ 3a 0 \ 3 t, R 255.00 �10 02 09 0 L=64.52 /a8 6/• " 4' 20.52' 26 ¢' 2 ^ v I R 1� t-55 = N90'00'00"E 342.01' 20.52 _ �_ po 2 6._ o • " R=400. 4 L� 0 \ 0\ j is�%i �28 5, 00, 4,12.2T13 y , 28 28 60 00 60 00 PLAT BOOK �1?2 PAGE %'� SHEET 5 OF 9 AN NORTH GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) INTENDED DISPLAY SCALE: 1 INCH = 40 FEET LEGEND/ABBREVIATIONS q - CENTERLINE A - DELTA (CENTRAL ANGLE) AC - ACRES CB - CHORD BEARING CBE - CONSERVATION BUFFER EASEMENT CD - CHORD DISTANCE DE - DRAINAGE EASEMENT EIEE - EMERGENCY INGRESS AND EGRESS EASEMENT FE - FENCE EASEMENT IQE - IRRIGATION QUALITY EASEMENT L - ARC LENGTH LB - LICENSED BUSINESS LBE - LANDSCAPE BUFFER EASEMENT LME - LAKE MAINTENANCE EASEMENT LMAE - LAKE MAINTENANCE ACCESS EASEMENT LSE - LIFT STATION EASEMENT WME - WATER MANAGEMENT EASEMENT MEB - MAINTENANCE EASEMENT BUFFER ORB - OFFICIAL RECORD BOOK PB - PLAT BOOK PC - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVATURE PDE - PRIVATE DRAINAGE EASEMENT PG - PAGE PNT - POINT OF NON TANGENCY PRC - POINT OF REVERSE CURVATURE PT - POINT OF TANGENCY PUE - PUBLIC UTILITY EASEMENT PSLUE - PORT ST. LUCIE UTILITY EASEMENT R - RADIUS (R) - INDICATES RADIAL LINE RBE - ROADWAY BUFFER EASEMENT SF - SQUARE FEET UE - UTILITY EASEMENT WMAE - WATER MANAGEMENT ACCESS EASEMENT EPRM - DENOTES PERMANENT REFERENCE MONUMENT r >> \ / D� 1303 6g15 0 89 57 49 E CB=N75. 'e8•06.' 8¢9, t Z4 1 0/. / �l i� 04'� 3 "/&WI PRM LB 359TM CAP STAMPED `\ \ OD 0 c�°r3 w Gp,2 `� 20.52' 5g58"w C�1g 33. \2`9`' / n �8S� , 5'' � A=5'58'55., \ \ \ �'j�y' 60� $2118 PT R=3 , (PB 126 C0�194 622' / \ V l 4 0 L=26.62' ♦PRM -DENOTES PERMANENT REFERENCE MONUMENT \ \ �`'��,\\ �� Ez��Gg�`'6 QPR� •( L=88.05' PC L=64.54' 75�00 da28' ' PG 17) 2�\ 4� `PAC \ PT oo l 022 o 0 0 al NAIL WITH CAP STAMPED "C&W PRM LB 3591" �� Q\-P' T 2" _ • �,-- Os +► o' ii q ./c� o 0 o @ - DENOTES PERMANENT CONTROL POINT Y �A �` \ P �,�� �L ,�11 i N •�\S �:- 5 03 3 t1 9 5137 26 NS g0 / h vQ� l /'/? C o 1§1 h 6' \ �/ G� G OF f -� 16.15'w �t,878 L�18 %S •20, r<v // 8'0 , / p oN N of ®- DENOTES FOUND CONTROL POINT 95 ��. ti ��`; ��\/ P Q p4 g' , / i "a S89'57'49"W J --. '� ` 25.3 `3 6' $ S/ h PC Is ¢ ls� �3 37 N / -" 13• 9 ¢ �° , 5� / J c a 4.37' zo a o \2 \ 6S2 A°` N� °j .`� / Nsl' ow 0.188 AC 36 w 35 w 34 w o \ 4�3 PT N6j• 0 ti� moo. o 1> `SS¢/ti co 3 0.169 AC o 0.165 AC o 0.165 AC o o V j 0 0 4\SS' SS. o� A 86' $ : vj a, o 0 0 cor_ ni o \ 491 gS" �,� d\ / ro N o 0 o 166 -4 167 ^' \ 8. S6JS �' ? o ��938\ vi n v- o 0 0 0.194 AC o r $, T08� 42. °PNT 4 6 �07"\ o o w = of `•9% h\ •�� �9 /� Lu 0.211 AG tw 168 ,� \ 0806Syt� 06. 86. N� 06\ j ` 0 z z _ _ z 94 \,�9 iO��ti� ��• 65 N ^ 0.205 AC \60 p R�37S `12 25.--- �. 1 o N \ 0 0 `26 ro N ( 0 o L- ':-> O \�� 011p.212 AC o o ,� PNT 28• R�40000� 4,2g.04,8131' --_.. L 6 00 42„ O u's o_ °' .10 169 0 \ 79 $ U `CB, � 4,2 L_183.72 / �/ �4j• \ �- Z "� 0.166 AC 74 0 "¢ 1$�' �� S755j' 8.04'15 5 L= 39.35 53 195.97 �/� / \ \ " 0= ., \41.o O R, F R`40_QOD' \\_ E C0=194.0 ' c O�- Q` sue\ �o 1556.51'2 4.31' 16.21' L 43.88' 4, _ N h� \3�s 42500Ce\S7S'S 2�-- 28; \ / /. \ 164 0. L - 13 4S • " -"� 170 0' \ 4 \ _ 53 E 195.9 7 , -----H 0�•\ 0.212 AC r- 6p2�1 R=255.00' , L-6,2331 N 0.166 AC d :6005, 2804\5" 0-194.02, 5R PRIVATE ROAD N89'S7'49"E 4 `28 06' d� cV 8 44•� 8.22' I r r c N -� \ 05� L=20 OF -WAY 20.52' 26' L\ 4\1297 _ r� �" \-�=60.05� 4.82 AC) 1 v 8'O5 44 "'- L=4f7.11' °'�/ 8 / �2 . `L'S; hg -� 9402 •"� 0.1661 AC ,�cV 0=6'2104 / „vJ 168.51' � - AS��F 0.262 AC ��J/-� S82'S110 \ SS'srS, 6 N 172 N o , " 153.38 \ 806. N N S w .o�' ° • � / P�° UPLAND PRESERVE \ \ ash _ 0.189 AC 174 7 �y'`, '�° S82'51 10 W \ Si. cV rcu 173 �zo ,° °ti °o , �ti �F�� /. AREA 3 \ \ ts2 743" N w 0.184 AC 00,y�``�`�F 7.909 AC \ \ S9' o 4,8bg a N t 44., to WETLAND \ \ 33 R�s4s 0o, o /c,�° W-306 N6 S•\�FFy� 0\ 4-2622• aL 87j '44" - " �.. � _ soft - 5.908 AC 4Sy� \.3R \ \ 19 L=250.85' 44 25' 76 MAT(;' SHEETwaft 28. 8 - 60. o -t6O MATCH LINE N.90.00'00"E 289.87' _TRACT; R PRIVATE SHEET 8 _--N90.00'00"E 289.87' - / N90'00'0 -E \ 28.114' ORANA DRIVE SHEET 3 N90.00'00"E 103.84'' '9 7'PSLUE w 7'/ PSLUE o a 7' UE- .250 AC 0 0 0 0 z 12.99' / 90.86% N90'00'00"E iiO3.84' w &=1*42'01" \/ to L=16.17' 176 0 0 7201 SF co 0 0.165 AC N90'00'00"E 120.00' � Q I/ Io /I r, ZI w 0LO00 I I t00 Wm \MQto \oCL0 o wo Io o �" o z Uz a P5 25' 0 NO jT0 SCALE J PSLUSD PROJECT N0. 5388D CITY OF PORT ST. LUCIE PROJECT N0. P26-011 PLAT BK 143 PG 31 I 5D PHASE 2 MAW CADENC.n WG / A PLANNED UNIT DEVELOPMENT FIR/6 7 NORTH BEING A REPLAT OF TRACTS A, B AND C AS SHOWN ON THE PLAT OF CADENCE WG5D PHASE 1, AS RECORDED IN PLAT BOOK 126, PAGE 17 OF THE PUBLIC 5 RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 6, TOWNSHIP 37 SOUTH, RANGE 39 EAST, THE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. i 8 , g KEY MAP NOT TO SCALE w QQ ZZot�F C) pNpY��C ocno_ ¢wQ: a(-) a POINT OF BEGINNING NW CORNER TRACT A, CADENCE WG5D PHASE 1 (PB 126, PG 17) OR R=25.00' 20' d=90'01'40" L=39.28' ( N90.0 0 0 r � r wcn �I 0 20 J u� oI o O C� (n Q (D 0 0 N WU m I O U<va Z Z 1- Q V J 11 I0 V) I� 20' 0.68 AC) N90'00'00"E 240.00' �00 e --1-20 ( M j�J w On �J w � I� `- a 0 76 0 -r 77 a ? I _ I r- 0.353 7' AC (o Z 0.177 AC cD �- PSLUE 5' - 1 N90.00'00"E 120.00' N90'00'00"W 120.00' y w f10' DE I c� 75 I 0 0 ( 78 I o I� w 'n 0.138 AC p 0 0.138 AC I I 0 7' UE o, z I o N90'00'00"E 120.00' o 0 N90'00'00"W 120.00' U) w I I Orn - 74 0"� 0. 0 � 79 o r "M� II AC 0 o� 0.138 AC0.138 I 1 ItLo � zI Io I Q N90'00'00"E 120.00' I N90'00'00"W 120.00' ,0o w 00 cn - 0 I 73 0.138 0 0 o I 80 0.138 AC T to 10 AC o PSLUE L I 01 I N90'00'00"E 120.00' Z N90'00'00"E 120.00' 7' UE E" O ' V 172.33' UPLAND PRESERVE Nss• AREA 1 \ ?�. 4.855 AC 19.77 TlE TO PSLUE 7',_ 3731 "w �' 71 i 731 w `O S/400 1 *32'14"W 24.37' I3 I 3/N56'21'35"W 2/5' I .0 32.60' N �6's N 0 ` o I N ` L 0 w o � �cl M IJ n s rn ter'• °'' WETLAND to s��o F W-25 ocn �3r �h \ 6, 3.614 A C �r OtnM�26+ 'RF tip,• �`�;,\ell PLAT BOOK ly3 THIS INSTRUMENT PREPARED BY THOMAS W. GRITTON PAGE '2-51 OF CAULFIELD and WHEELER, INC. SHEET 6 OF 9 SURVEYORS — ENGINEERS — PLANNERS 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. LB3591 t NORTH GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) INTENDED DISPLAY SCALE: 1 INCH = 40 FEET LEGEND/ABBREVIATIONS q - CENTERLINE A - DELTA (CENTRAL ANGLE) AC - ACRES CB - CHORD BEARING CBE - CONSERVATION BUFFER EASEMENT CD - CHORD DISTANCE DE - DRAINAGE EASEMENT EIEE —EMERGENCY INGRESS AND EGRESS EASEMENT FE - FENCE EASEMENT IQE - IRRIGATION QUALITY EASEMENT L - ARC LENGTH LB - LICENSED BUSINESS LBE - LANDSCAPE BUFFER EASEMENT LME - LAKE MAINTENANCE EASEMENT LMAE - LAKE MAINTENANCE ACCESS EASEMENT LSE - LIFT STATION EASEMENT WME - WATER MANAGEMENT EASEMENT MEB - MAINTENANCE EASEMENT BUFFER ORB - OFFICIAL RECORD BOOK PB - PLAT BOOK PC - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVATURE PDE - PRIVATE DRAINAGE EASEMENT PG - PAGE PNT - POINT OF NON TANGENCY PRC - POINT OF REVERSE CURVATURE PT - POINT OF TANGENCY PUE - PUBLIC UTILITY EASEMENT PSLUE - PORT ST. LUCIE UTILITY EASEMENT R - RADIUS (R) - INDICATES RADIAL LINE RBE - ROADWAY BUFFER EASEMENT SF - SQUARE FEET UE - UTILITY EASEMENT WMAE - WATER MANAGEMENT ACCESS EASEMENT ®PRM - DENOTES PERMANENT REFERENCE MONUMENT 5/8' IRON ROD WITH CAP STAMPED "C&W PRM LB 3591" PRM - DENOTES PERMANENT REFERENCE MONUMENT NAIL WITH CAP STAMPED "C&W PRM LB 3591" O - DENOTES PERMANENT CONTROL POINT ® - DENOTES FOUND CONTROL POINT \`�•� . -56.43\1—, \`31 W 62 F ss� s 8600. S\4\ E y ,L 2� �_86/ of /\ �S an. MATCH PSLUSD PROJECT NO. 5388D CITY OF PORT ST. LUCIE 'PROJECT NO. P26-011 PLAT BK 143 PG 32 THIS INSTRUMENT PREPARED BY THOMAS W. GRITTON OF CAU LFI ELD and WHEELER, INC. SURVEYORS - ENGINEERS - PLANNERS "7AAA ^1 A eYrr. MP% • r% e%l IITr AAA PLAT BOOK PAGE !7Z R43 11 i, iDj 4WZ-)aw . 5388D .UCIE 011 PLAT BK 143 PG 33 N , N90'00'00"E 342.01' 60.00' 65.00' ' 65.00[..-- I 20' 1 o, DE O O I O I N o04 I� � N 33 31 o0 0.165 AC + 0.1792AC t o I 0.180 AC w 0 0 0 0 0 ,00 o ,00 0 p 00 00 00 0 O z z Iz I z - - - - - I -�---Q-8,33 60.00' 65 W- 1 56 9 L=48.59 „ THIS INSTRUMENT PREPARED BY THOMAS W. GRITTON OF CAU LFI ELD and WHEELER, INC. SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 BOLA BATON FLORIDA 33434 - (561)392-1991 A PLANNED UNIT DEVELOPMENT BEING A REPLAT OF TRACTS A, B AND C AS SHOWN ON THE PLAT OF CADENCE WG5D PHASE 1, AS RECORDED IN PLAT BOOK 126, PAGE 17 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 6, TOWNSHIP 37 SOUTH, (CERTIFICATE OF AUTHORIZATION NO. L83591 ® RANGE 39 EAST, THE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. MATCH LINE SHEET 6 cD `,o U'• w AN NORTH GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) INTENDED DISPLAY SCALE: 1 INCH = 40 FEET ► � ♦ MATCH LINE SHEET 7 R=10o.00� WETLAND ` I" -.�� _. G ""17 .� 5 . � �22 16 58 J� /W7-246. 'O 25' 25' ' L=38.89' �0 3.61� AC ` �� N83'513 6"w � y�F �9Ld _ 7 Ss9.58'45"E 120.00' a CITY OF PORT ST. LUCIE 54.4 7 -'� �S�\9 I PSLUE 5' DE - I o 150' RIGHT-OF-WAY N83'51'267 yy ups I 17 UE g 0I0I a138 AC s w I (ORB 3071, PG 2612) O Q o� ,No ,n . •III „ N of 3:�- �� \ sz• I I � 3 a S89 58 45 E 120.08 a 0 0.. I WEST LINE OF 150' Q wo N I n O I RIGHT-OF-WAY Lo QI00�k� fir' �Uco x 'n 4 O? n C9 I 0 O <ws I I .o w SIN 0.143 ACoN s w m �z 25 \� �� �/ ai aJ z 25"- I I MI°' M I J U J rlLn 3 " d O mo v r dr Poo0.144 AC w o °' �- O ! Z W N' I O1 ci w\ / 00 tLin,INI ' o N itO O I TRACT S.M.T. 11 N s� \�s�. �� �� z I PAW (WMAE/IQE) \o� s --N85'57 co I ��! I 26 ,.E 120.08 O I ' s I - r �-- 1� 3.810 A C o �T <� \ -ool o CAl o=/►ri III o � p J 0m �+ / o/ Lo � �, �I 2 0 R=20.00' N a 144 AC � I L-88 0510 �IaI „ 06' L=30.75 w of r / \.'01E 120. , y �� N83 3,7 R=10.00 / , r I o I -P 7 ,p I I 5 DES I a=19 45 47 4'57"E(R� _ (o 25' 0 m/� I �o� 1 0 L=3.45' ' _ _ -N�9 4-- - _ Z �`�O• 0.144 AC o � N64'11 30 W(R) � - F �I uD .'' N ��' �1►aIi T �► 7"E PNT p (n � I n m �� ► 25� PSLUE 4' / a 77.50 0, U (� Q 0 70 / o 03, •� .I V I ' ' 7�NgE16'36"E i12 29„ L=38.89' /N 21.65 W O , p'�1'35' ' q 0) `1\ `'� \ ACT O-3 c / P C �1 `� Q M M % _ -�� �" �4024 SF 0.092 A , a=44'25'43" PT + R=1325.00' J 7' \ oor rno'� / 7 UE L=7.75 OD w + �OW ' R=25.00; \ / pSLUE �1 ,ocS 11111 7'/PSLUE / 54.32' PNT R=40; ,�,37 �o _ _d=5'11 38 Z Z = A=129 42 40 I off, \ ��p> .�`o �`° / T UE�' 25� N N IJ J a N90'00'00"E „PRC�CJZ 0 L-120.11 D O Z ' L 56.60' / •���'1 �s A''^�' ry floc 1 / „ �J E .� / R=10.00 C=6411 30 � 6.32 31.52 " Q „ \ 1a, 516 L=79.65 i. N77•49p1 N90 00 00 E 342.55 �g'� �•5� r1,0 �.5�� oo, b,- „, L=11.20 " / "' w O Off' 2S'R,25o58b.5222 W CD /79.3J� N90'00 00 E 79.69 N N155439 E(R, O I- �• rw j CB' �4,00 R=150.00' �12'10'59" L=31.90' �\ O \ n- o LME o \ A, / O L_26 P T. rn \ OF P 04 V`a/%� / �'\`�'�� .3p 12 5� 90' CD=31.84' CB=N 83' 54' 31 "E r'� o � / $9 00• ��54"w CID N90'00'00"E , 79.69'� �.1M, R=46.00 ��/Oh 00 �O`1' �;i �p�5 �250�c�594 7 PSLUE 73.50 PNT PT/ C$.4;4 »w PC 3.73 a=42'23'11" 60 -7'F- _ I57.49 /��° '% UE L=34.03' ok�0 38.05' '� �N90'00'0o"E R=1750.0� 0' R=250' � 00 000ho��65' A=12'10 �59" \ d=86'44'18" h ��' / = AMENITY s57.29'23"E L 37.21 L=3785' / ti� ti 0% P oti R=25.00' ' CENTER TRACT 23.82' r �o �' GQ� / / e=74'19'22" \ N90'00'00"W \ S74'33'19"W(R) �o L=32.43' \ ' v 17916 SF D 'co - \ 6.19 \ \\ ti R_ 25.00', " C� ao� \ p v F d-112 46 47 \\\ p 7 2s' �O,'> >.`S6 L=49.22' N O Off` Jw Jw h0: O �S• A?' `LO \ o` o O. \ r N90 00 0o E 289.87 R=325.00 a_ L`9�°7" i\ /�\ ,1 ^ OQ� a Q Jtv ,t R6SS.M.T. \N ' N N �n ORANA DRIVE 50 PRIVATE ROAD RIGHT-OF-WAY 2441°3•� 43 a w Q �"� ^�/ Gq,°j �1 4\\ `6 �R p TRACT S.M. f. 12 0� r �; c�.t_n rn �► U I „ R=300.00 4� C, <v 3 ^ Q- O L 8. d' A O• TRACT R N90'0000 E 289.87 N C6= 29'°3.50" 140p , J V i �/ ,�-`� O s�•��• s \ (WMAE/IQE) w ``'cr. O� -. N75�28 " 2 °j Q' � �� °o'\\ 2.619 A C °5 w co> >so �S �8 • ,� a�� ��a�' '� a \��. a'� SEE DETAIL THIS MATCH LINE SHEET 3 �� �ry � '05'35" r� s°. ��,.. ;\� N I '4 ✓ cn L=4o.23' •o"' SHEET ,FOR 7 UE �o•F`\ o Oro & 7 PSLUE �1�A 226 0I ` �`\,`` � \\ 0 R=300.00' �w' `��S 0.164 AC ,\�y' �`s� ��� �• o. d=90'00'00" c 00 00• 4 ems, \ •O / L=471.24; OO,a 4� i9. CD=424.26 , �s 56,, O\O� •`11 �" .:� CB=N45' 00 00 W �OS�0. �9,c�0 �'' p0 22S � O�Oi �� 0.180 AC �Rl c < <�\�\ 1�00I MATCH LINE SHEET 3 PLAT BOOK .�r2 PAGE !h SHEET 8 OF 9 LEGEND/ABBREVIATIONS I - CENTERLINE A - DELTA (CENTRAL ANGLE) AC - ACRES CB - CHORD BEARING CBE - CONSERVATION BUFFER EASEMENT CD - CHORD DISTANCE DE - DRAINAGE EASEMENT EIEE - EMERGENCY INGRESS AND EGRESS EASEMENT FE - FENCE EASEMENT IQE - IRRIGATION QUALITY EASEMENT L - ARC LENGTH LB - LICENSED BUSINESS LBE - LANDSCAPE BUFFER EASEMENT LME - LAKE MAINTENANCE EASEMENT LMAE - LAKE MAINTENANCE ACCESS EASEMENT LSE - LIFT STATION EASEMENT WME - WATER MANAGEMENT EASEMENT MEB - MAINTENANCE EASEMENT BUFFER ORB - OFFICIAL RECORD BOOK PB - PLAT BOOK PC - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVATURE PDE - PRIVATE DRAINAGE EASEMENT PG - PAGE PNT - POINT OF NON TANGENCY PRC - POINT OF REVERSE CURVATURE PT - POINT OF TANGENCY PUE - PUBLIC UTILITY EASEMENT PSLUE - PORT ST. LUCIE UTILITY EASEMENT R - RADIUS (R) - INDICATES RADIAL LINE RBE - ROADWAY BUFFER EASEMENT SF - SQUARE FEET UE - UTILITY EASEMENT WMAE - WATER MANAGEMENT ACCESS EASEMENT ®PRM - DENOTES PERMANENT REFERENCE MONUMENT 5/8' IRON ROD WITH CAP STAMPED "C&W PRM LB 3591" ♦PRM - DENOTES PERMANENT REFERENCE MONUMENT NAIL WITH CAP STAMPED "C&W PRM LB 3591" p - DENOTES PERMANENT CONTROL POINT - DENOTES FOUND CONTROL POINT DETAIL 7' UE & 70 PSLUE WITHIN TRACT 0 -16 �PSV Z LU�SD PROJECT N0. 5388D CITY OF PORT ST. LUCIE /PROJECT N0. P26-011 PLAT BK 143 PG 34 7 O�D CiA.DENCE PHA SE LEGEND/ABBREVIATIONS A PLANNED UNIT DEVELOPMENT - CENTERLINE BEING A REPLAT OF TRACTS A, B AND C AS SHOWN ON THE PLAT OF I o -DELTA CENTRAL ANGLE Ac - ACRES CADENCE WG5D PHASE 1, AS RECORDED IN PLAT BOOK 126, PAGE 17 OF THE EARING CBE - CON,SER ATION BUFFER EASEMENT PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 6, CD - CHORD DISTANCE TOWNSHIP 37 SOUTH, RANGE 39 EAST, THE CITY OF PORT ST. LUCIE, ST. LUCIE DE - QRAINAGE_EASEMENT EIEE - EMERGENCY INGRESS AND EGRESS EASEMENT COUNTY FLORIDA. FE /FENCE EASEMENT NORTH IQE IRRIGATION -QUALITY EASEMENT L� ARC/LENGTH \ Le - LICENSED BUSINESS \ THIS INSTRUMENT PREPARED BY LBE - LANDSCAPE BUFFER1EASEMENT THOMAS W. GRITTON GRAPHIC SCALE /LME LAKE MAINTENANCE/EASEMENT 40 0 20 40 80 LMAE - LAKE MAINTENANCE/ACCESS EASEMENT OF WME WATERLIFT TMANAGEME T EASEMENT _EASEMENT CAU LFI ELD and WHEELER, INC. MEB MAINTENANCE EASEMENT BUFFER SURVEYORS - ENGINEERS - PLANNERS ORB - OFFICIAL RECORD BOOK 7900 GLADES ROAD, SUITE OO ( IN FEET ) PB - PLAT BOOK INTENDED DISPLAY SCALE: PC -POINT OF CURVATURE BOCA RATON'FLORIDA� 3434 - (561)392-1991 1 INCH = 40 FEET Pcc _POINT o�coMPouND cuRVATURE CERTIFICATE OF AUTHORIZATION NO. L83591 PDE PRIVATE DRAINAGE EASEMENT PG - PAGE PNT - POINT OF N,ON TANGENCY PRC - POINT OFF REVERSE CURVATURE PT - POINT OF TANGENCY PUE - PUBLIC UTILITY EASEMENT PSLUE - PORT ST. LUCIE UTILITY EASEMENT R - RADIUS (R) - INDICATES RADIAL LINE RBE - ROADWAY BUFFER EASEMENT SF - SQUARE FEET UE - UTILITY EASEMENT WMAE - WATER MANAGEMENT ACCESS EASEMENT ®PRM - DENOTES PERMANENT REFERENCE MONUMENT 5/8' IRON ROD WITH CAP STAMPED "C&W PRM LB 3591" PRM - DENOTES PERMANENT REFERENCE MONUMENT NAIL WITH CAP STAMPED "C&W PRM LB 3591" (9- DENOTES PERMANENT CONTROL POINT ®- DENOTES FOUND CONTROL POINT W 7' — w V) PSLUE 0 Q ZI—= Z C) - - z c� LIMITS OF PLAT C I-- Lo � M // II�� N90 00 00 E 120.0 m orf - 0 Lj-zw Lo — — — — 0�U cc rn Li FO— �00 (Z N Q•- I00 106 rN LLJZ rmc) 0.163AC Q "doo W�= z En O N89'58'46"W 119.99' 0OIn Z� to N 107 z 0.138 AC moPT �1'47'_1 NO J 6=-1'31'29" L=20.2 F- L=20.49' Q 5' N89'58'46"W 120.05' o:D I= DE (n L o O Co� WW�WO oM 108 F—�rj� Ja 0.138 AC JLL- MF- I zw I N89'58'46"W 120.60 = Z V) Z J 0 � < �x 109 O 0 N 0.170 AC i' - w �- O$ W 120.0' J O rn 110 N c`! 0.151 AC II N1" �25„w 1 00 0 0 0.138 r) la II \v SO C FOUND IRON ROD & CAP LB 3591 STAMPED PRM I ---- —— CADENCE WG5D PHASE 1 - UPLAND PRESERVE - AREA 2 i'-- cn I I (PB 126, PG 17) co 1 la o WETLAND o \ W-27 (1.01 AC) \ 25' I I CADENCE WG5D PHASE 1 I TRACT R "I,-(PB 126, PG 17) I MATCH LINE THIS SHEET MATCH LINE THIS SHEET 5 \ 5 No. N FOUND IRON ROD & CAP LB 3591 STAMPED PRM SSA" PC 2 t;-p'1c k�,4.e y ALA. PT FOUND IRON ROD & CAP L6`-3591 STAMPED PRM �v=LLI 7 O5i w zO(nz ��_ zN � Q � °' w � J �M O �0 z 0 F— o m o- LL. o z w (� U Q t Z I- ZQ17- n W � � m W '� � Q LL_ z LL1 J o O0z N N Z U LLj o LO 03�Q w a. Z U Fes-- o � O J O O Z CADENCE WG5D PHASE 1 TRACT S.M.T. 8 (PB 126, PG 17) TRACT R Li F'LA I LiUUK �Z PAGE '7Lk SHEET 9 OF 9 PSLUSD PROJECT NO. 5388D CITY OF PORT ST. LUCIE PROJECT NO. P26-011