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HomeMy WebLinkAbout135 1-30 LTC Ranch West Pod 9 Phases 2 and 3CFN # 5491095 PLAT BOOK 135 PAGE 1, Recorded 06/09/2025 04:00:34 PM SAINT LUCIE COUNTY Deputy Clerk TREJOA I PLAT I , LTC RANCH WEST POD 9 PHASES 2 AND 3 SHEET of 30 P AG ., ,� 1113311, B O O K JS<�; -S 3 1 THROUGH 39 BEING A REPEAT OF TRACTS B2 ANDLTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK � 23, PAGE _ AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1 AS RECORDED IN PLAT BOOK 1 1 1 PAGES I THROUGH 23 — _.--4 !NSTR # 5491095 I i P BK 135,Pages 1 - 30 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 1 S AND 16, TOWNSHIP 36 SOUTH, MNGE 39 EAST, RECORDED 06/09/2025 04:00:34 PMf1 SAINT LUCIE COUNTY CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA , CERTIFICATE OF OWNERSHIP AND DEDICATION: (CONTINUED) 13. THE CITY OF PORT ST. LUCIE SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO CONSTRUCT AND MAINTAIN ANY PORTION OF TH DRAINAGE SYSTEM WITHIN THESE WATER MANAGEMENT TRACTS (S.M.T 1, S.M.T 2, S.M.T 3, S.M.T 5, S.M.T 6, S.M.T 7, S.M.T 8, S.M.T 9, S.M.T 10, S.M.T 11, S.M.T 12, S.M.T 13, S.M.T 14, S.M.T 15, S.M.T 16, S.M.T 17, S.M.T 18, S.M.T 19, S.M.T 20 AND S.M.T. 21), WATER MANAGEMENT EASEMENTS (W.M.E.), LAKE MAINTENANCE EASEMENT (L.M.E.), LAKE MAINTENANCE ACCESS EASEMENT (L.M.A..E.) AND DRAINAGE EASEMENTS (D.E.) WHICH IS ASSOCIATED WITH DRAINAGE FROM CITY RIGHTS -OF -WAY. 14. THE ROAD RIGHT-OF-WAY TRACT RW, AS SHOWN HEREON, IS HEREBY DEDICATED TO THE CITY OF PORT ST. LUCIE, FLORIDA, FOR THE BENEFIT OF THE PUBLIC. 15. AN EMERGENCY INGRESS/EGRESS EASEMENT OVER AND ACROSS ROAD RIGHT-OF-WAY TRACT R, R-1, R-2 AND R-3 AS SHOWN HEREON IS HEREBY GRANTED TO THE CITY OF PORT ST. LUCIE FOR EMERGENCY VEHICLE ACCESS OVER AND ACROSS AS SHOWN AND NOTED HEREON AND SHALL BE THE MAINTENANCE RESPONSIBILITIES OF SAID GLYNLEA AT WYLDER HOMEOWNERS ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS, 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 EMERGENCY INGRESS EGRESS EASEMENT. IN WITNESS WHEREOF, THE ABOVE NAMED DELAWARE LIMITED LIABILITY COMPANY HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS VICE PRESIDENT, THIS DAY OF M CAI , 2025. MIDWAY GLADES DEVELOPERS, LLC., A DELAWARE LIMITED LIABILITY COMPANY WITNESS: BY: ;?I` R. AUSTIN BURR VICE PRESIDENT PRINT NAME: L✓! Reen6eir WITNES PRINT NAME: ;A 175.00 FEET AND A CENTRAL ANGLE OF 34°00-47" (CHORD BEARING N.72°59'36"W., 102.37 FEET); 4) N.55°59'13"W., A DISTANCE OF 26.72 FEET TO THE SOUTHEAST CORNER OF LOT111, OF. ACKNOWLEDGEMENT: SAID LTC RANCH WEST POD 9 PHASE 1; THENCE ALONG THE EAST BOUNDARY OF LOTS 1 THROUGH 11, OF SAID LTC RANCH WEST POD'9 PHASE 11\THE FOLLOWING THREE,(3) LOCATION MAP COURSES: 1) N.34°00'47"E., A DISTANCE OF 40.64 FEET; 2) NORTHERLY, 139.64 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO/THE LEFT HAVING A RADIUS OF 355.00 FEET AND�A NOT TO SCALE STATE OF FLOR !VA _ CENTRAL ANGLE OF 22°32'12" (CHORD BEARING N.12°05'25"E., 138.74 FEET); 3) N.00°49-15"E., A DISTANCE OF 500.64 FEET TO THE NORTHEAST CORNER OF/SAID LOT 1 THENCE ALONG THE NORTH BOUNDARY OF SAID LOT 1, N.89010'45"W., A DISTANCE OF 130.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF GLYNLEA BOULEVARD SOUTH (TRACT R), OF SAID CERTIFICATE OF OWNERSHIP AND DEDICATION: CONTINUED COUNTY OF I'?id,L1�1 81=�4L1-1 1 ��}}�� LTC RANCH WEST POD 9 PHASE 1; THENCE DEPARTING SAID NORTH BOUNDARY AND ALONG SAID EAST RIGHT-OF-WAY LINE OF GLYNLEA BOULEVARD SOUTH (TRACT R) AND�THE ( ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF (X) PHYSICAL PRESENCE OR (_} ONLINE NOTARIZATION, THIS �'"bAY OF SOUTH RIGHT-OF-WAY LINE OF FURYK DRIVE (TRACT R), OF SAID LTC RANCH WEST POD 9 PHASE 1, THE FOLLOWING TWELVE,(12) COURSES: 1) N.00°49'15"E., WDISTANCE OF 30.61 FEET; 2025, BY R. AUSTIN BURR, VICE PRESIDENT, O BEHALF OF MIDWAY GLADES DEVELOPERS, LLC., A DELAWARE LIMITED LIABILITY COMPANY, ON BEHALF 2) NORTHEASTERLY, 29.20 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET AND/A CENTRAL ANGLE OF�66°54'40" (CHORD BEARING 10. THE CITY OF PORT ST. LUCIE UTILITY EASEMENTS O THE AS SHOWN HEREON ARE OF�E LIMITED LIABILITY COMPANY, WHO IS _�__ KNOWN TO ME OR HAS PRODUCED AS IDENTIFICATION. N.34016'35"E., 27.56 FEET); 3) NORTHEASTERLY, 79.53 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A`RADIUS OF 102.50 FEET"AND A. " UTILITY EASEMENTS WHICH ARE HEREBY DEDICATED TO THE CITY OF PORT ST. LUCIE -If CENTRAL ANGLE OF 44.27 28 (CHORD BEARING N.45°30-11"E., 77.55 FEET); 4) NORTHEASTERLY, 29.20 FEET ALONG THE ARC OF A REVERSE CURVE TO THE,RIGHT HAVING A RADIUS,OF 25.00 FEET AND A CENTRAL (CITY"), ITS SUCCESSORS, AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES, AND WITNESS MY HAND AND OFFICIAL SEAL THIS DAY OF 2025: ANGLE OF 66054'40" (CHORD BEARING N.56°43-48"E., 27.56 FEET); 5) S.89°48'52"E., A DISTANCE OF 37.71 FEET; 6) EASTERLY, 317.74 FEET ALONGrTHE ARC OF A TANGENT CURVE TO THE ASSIGNS, A GENERAL INGRESS/EGRESS EASEMENT OVER AND ACROSS ITS DRIVEWAYS, ° „ ° I PARKING,�COMMON OR OPEN AREAS FOR ACCESS TO, OPERATION MODIFICATIONS, I,� Z65�a g12( IOZ-1 F 525.00 FEET AND A CENTRAL ANGLE OF 34 40 34 CHORD BEARING N.72 50 51 E., 312.91 FEET); 7 NORTHEASTERLY, 181.15 FEET ALONG THE ARC OF A �� LEFT HAVING A RADIUS O ( ) ) PUBLIC UTILITIES FACILITIES, INCLUDING BUT NOT REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 575.00 FEET AND A CENTRAL ANGLE OF 18°03'02" (CHORD BEARING N.64°32'05"E., 180�40 FEET); 8) NORTHEASTERLY,�173.72 FEET INSTALLATION OF OR MAINTENANCE OF, COMMISSION NO. & EXPIRATION DATE NOTARY PUBLIG, STATE OF FLORIDA ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 625.00 FEET AND A CENTRAL ANGLE OF 15°55'31" (CHORD BEARING N.65°35'51'E., 173.16 FEET)�9) LIMITED TO, WATER AND WASTEWATER,LINES, APPURTENANT FACILITIES AND EQUIPMENT. THERE SHALL BE NO OTHER PUBLIC OR PRIVATE UTILITY FACILITIES INSTALLED IN, ON, PRINT NAME: rU Wb11n N.57°38'05"E., A DISTANCE OF 110.46 FEET; 10) NORTHEASTERLY, 90.05 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A`RADIUS OF 285.00 FEET AND A CENTRAL � , OVER, UNDER, OR ACROSS THE EASEMENT AREA WITHOUT THE CITY'S WRITTEN ANGLE OF 18°06-14" (CHORD BEARING N.66°41'12"E., 89.68 FEET); 11) NORTHEASTERLY, 69.51 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A�RADIUS OF 220.00 - EJO_, ary r-u: i c state of r iarida ° ° , ° „ PERMISSION.\ THERE SHALL BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT Benjamn D.4eyers FEET AND A CENTRAL ANGLE OF 1$ 0614 (CHORD BEARING N.66 41 12 E., 69.22 FEET); 12) N.57 38 05 E., A DISTANCE OF 394.75 FEET TO THE SOUTHEAST CORNER O�SAID FURYK D VE ILIMITED TO, LANDSCAPING CONSTRUCTED WITHIN THE BOUNDARIES OF THE EASEMENT CLERKS RECORDING CERTIFICATE. y Commission HH 435610 (TRACT R) ALSO BEING A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF WYLDER PARKWAY, OF SAID LTC RANCH WEST PHASE 1; THENCE ALONG SAID WESTERLY RIGHT -OF- AY AREA WHICH(WOULD RESTRICT�THE OPERATION AND MAINTENANCE OF, OR WHICH MAY IN LINE OF WYLDER PARKWAY, THE FOLLOWING TWO (2) COURSES: 1) SOUTHEASTERLY, 1025.42 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE-LEFT/HAVING A RADIUS OF - - STATE OF FLORIDA - 5257.82 FEET AND A CENTRAL ANGLE OF 11 °10-27" (CHORD BEARING S.38°31'59"E., 1023.80 FEET); 2) S.44°07'13"E., A DISTANCE OF 654.93 FEET TO THE POINT OF BEGINNING. ANY MANNER -RESULT IN HARM TO, THE CITY'S FACILITIES. MIDWAY GLADES DEVELOPERS, � TO,,THE OF ST. LUCIE LLC., ITS SUCCESSORS OR ASSIGNS, SHALL OWN, MAINTAIN, REPAIR, AND REPLACE ANY LUCIE COUNTY, FLORIDA, DO HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED, AND THAT IT WHICH NOT PRECLUDED MICNELL R. MILLER .CLERK OF THE CIRCUIT COURT OF 5T. L E C TY L PERMITTED IMPROVEMENTS OVER THE UTILITY EASEMENT,WH C I, E , CONTAINING 57.254 ACRES, MORE OR LESS. BY THE FOREGOING,/WHICH/MAY BE DAMAGED OR DESTROYED BY THE CITY, ITS COMPLIES IN FORM WITH ALL. THE REQUIREMENTS OF THE LAWS OF FLORIDA PERTAINING TO MAPS AND PLATS, AND THAT THIS PLAT HAS BEEN FILED FOR SUCCESSORS OR ASSIGNS( DESIGNEES OR CONTRACTORS IN THE CONSTRUCTION, RECORD IN PLAT BOOK, PAGE(S) OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, THIS, DAY OF -� V TOTAL CONTAINING 550.625 ACRES, MORE OR LESS OPERATION, MAINTENANCE OF, OR ACCESS TO, THE CITY'S FACILITIES. THE CITY, ITS 2025. SUCCESSORS ORASSIGNS, SHALL HAVE THE RIGHT TO,REQUIRE THE REMOVAL OF ANY IMPROVEMENTS!WHICH�ARE CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IF VIOL'ATING�IMPROVEMENTS ARE NOT REMOVED UPON REQUEST, THE CITY�ITS MICHELLE R. Ptf CERTIFICATE OF OWNERSHIP AND DEDICATION: SUCCESSORS OR /ASSIGNS, DESIGNEES OR CONTRACTORS WILL REMOVE SAID/ CLERK OFT IRCUIT COURT IMPROVEMENTS WITHOUT LIABILITY-OR.f\ESPONSIBILITY OR COST TO THE CITY. THE CITY ST. LUCIE COUNTY, FLORIDA MIDWAY GLADES DEVELOPERS, LLC., A DELAWARE LIMITED LIABILITY COMPANY, OWNER OF THE LAND DESCRIBED AND PLATTED HEREIN AS "LTC RANCH WEST POD 9 PHASES 2 AND 3" OF PORT ST. LUCIE SHALL�NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS BEING IN ST. LUCIE COUNTY, FLORIDA, HAVE CAUSED SAID LANDS TO BE SURVEYED AND PLATTED AS SHOWN HEREON AND HEREBY DEDICATES AS FOLLOWS: FOR SAID,EASEMENTS EXCEPT AS -SHALL RELATE TO THE SERVICING OF SUCH PUBLIC SURVEY NOTES: j UTILITIES BY'THE CITY OF PORT ST. LUCIE. iii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�FEATURES, AND THE MAINTENANCE RESPONSIBILITIES 2. LINE INTERSECTING CURVES ARE RADIAL UNLESS SHOWN OTHERWISE NOTED (NR) FOR NON -RADIAL. RIGHTS -OF -WAY) AS SHOWN HEREON IS ALSO RESERVED IN FAVOR OF THE CITY OF PORT ST. LUCIE ("CITY'), ITS SUCCESSORS, AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES AND OF SAID IS RESERVED FOR LTC RANCH -WEST RESIDENTIAL COMMUNITY DEVELOPMENT HIS PLAT SAS 3. RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO ASSIGNS, FOR ACCESS TO, OPERATION, MODIFICATION, INSTALLATION, AND/OR MAINTENANCE OF, PUBLIC UTILITY FACILITIES, INCLUDING BUT NOT LIMITED TO, WATER AND DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT. T CIRCUMSTANCES BE SUPPLANTED `�IN AUTHORITY BY ANY OTHER GRAPHIC OF DIGITAL FORM OF THE PLAT. WASTEWATER LINES, APPURTENANT FACILITIES OR EQUIPMENT. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENT AREA OR SUCH L / / (STREETS, RIGHTS -OF -WAY, ETC.) EXCEPT AS SHALL RE LATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY. 12. A FLOWAGE EASEMENT IS HEREBY DEDICATED TO THE CITY OF PORT ST. LUCIE, ITS I SUCCESSORS AND ASSIGNS, FOR STORM WATER MANAGEMENT AND STORMWATER 4. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. SAID EASEMENT AS SHOWN HEREON ARE ALSO DEDICATED IN FAVOR OF THE CITY OF PORT FLOWAGE OVER WATER MANAGEMENT TRACTS (S.M.T 1, S.M.T 2,tS.M.T 3, S.M.T 5, S.M.T 6, 2. BOTH THE UTILITY EASEMENTS (U.E.) AND THE PUBLIC UTILITY EASEMENTS (P.U.E), P i ST. LUCIE (-CITY-), ITS SUCCESSORS, AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES AND ASSIGNS, A GENERAL INGRESS/EGRESS EASEMENT OVER AND ACROSS ITS DRIVEWAYS, S.M.T 7, S.M.T 8, S.M.T 9, S.M.T 10, S.M.T 11, S.M.T 12, S.M.T 13, S.M.T 14, S.M.T 15, S.M.T 16, 5. THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1 FLORIDA STATUTES BY A PROFESSIONAL SURVEYOR AND M PPER EMPLOYED BY ( ) S.M.T 17, S.M.T 18, S.M.T 19, S.M.T 20 AND S.M.T. 21) AND WATER MANAGEMENT EASEMENTS OR UNDER CONTRACT WITH THE CITY OF PORT ST. LUCIE. 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 (WME), OPEN SPACE TRACTS (O-1, O-2, O-3 AND 0-10) AND DRAINAGE EASEMENT SHOWN 1 ON THIS PLAT, AND THE WATER MANAGEMENT EASEMENTS AND WATER MANAGEMENT 6. THE BEARING ON THE WEST RIGHT-OF-WAY,OF "WYLDER PARKWAY (TRACT RW)" AND THE EAST BOUNDARY OF "TRACT ENTRY FEATURE" AS SHOWN EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY. IN THE EVENT THAT A LAW, STANDARD, CODE, OR CITY CODE REQUIREMENT, RELATING TO THE ON THE PLAT OF "LTG RANCH WEST PHASE 1", PLAT BOOK 111, PAGE 1, (S.44°0T13"E.) WAS HELD IN LIEU OF THE BEARING ON THE EAST BOUNDARY OF INSTALLATION AND MAINTENANCE OF PUBLIC UTILITIES OR DRAINAGE FACILITIES, AS REFERENCED IN THIS PROVISION, CONFLICTS, THE MORE STRINGENT REQUIREMENT REOULATION ACCESS EASEMENTS. THE CITY, ITS SUCCESSORS OR ASSIGNS, SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY IMPROVEMENTS, WHICH ARE CONSTRUCTED IN VIOLATION 'jtRACT "B3", (S.44°07'22"E.) AS SHOWN ON THE PLAT OF "LTC RANCH WEST POD 9 PHASE 1" TO PRESERVE THE 150 FOOT OVERALL RIGHT-OF-WAY OF PREVAILS (WYLDENRSPOARKWAY TRACT R " AS SHOWN ON SAID PLAT OF "LTC RANCH WEST PHASE 1". OF THE CONDITIONS SET FORTH ABOVE. IF VIOLATING IMPROVEMENTS ARE NOT REMOVED( �MDER HOMEOWNERS ASSOCIATION INC. A FLORIDA NOT FOR PROFIT UPON REQUEST, THE CITY, ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS3. THE DRAINAGE EASEMENTS (DE) AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE GLYNLEA A7 WYL 7. PORTIOF THE 20' PUBLIC UTILITY EASEMENT AS RECORDED IN OFFICIAL RECORDS BOOK 4990, PAGE 2464 AND THE PUBLIC U ILITY EASEMENT AS S PRIVATE DRAINAGE EASEMENTS FOR THE PURPOSE OF ACCESS TO AND THE INSTALLATION OF DRAINAGE FACILITIES AND THEY WILL REMOVE SAID IMPROVEMENTS WITHOUT LIABILITY OR RESPONSIBILITY THEREFORE CORPORATION, ITS SUCCESSORS AND ASSIGNS, A R RECORDED IN OFFICIAL RECORDS BOOK 5078, PAGE 1644, BOTH OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, ARE SUPERCEDED BY ARE THE MAINTENANCE RESPONSIBILITIES OF SAID GLYNLEA AT WYLDER HOMEOWNERS ASSOCIATION, INC. OR COST TO THE CITY. T� CT RW DEDICATION TO THE CITY OF PORT ST. LUCIE. 4. THE OPEN SPACE TRACTS (O-1 THROUGH O-3, 0-10, 4, 6, 9A, 10 AND 12) AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE GLYNLEA AT WYLDER HOMEOWNERS ASSOCIATION, 13. PRESERVATION TRACTS 1, 2, 3, 4, AND 5, WETLANDS BUFFERS AND UPLAND AREAS PART OF SAID PRESERVATION TRACTS AS SHOWN HEREON ARE HEREBY DEDICATED TO SURVEYOR'S CERTIFICATE: OFT CORPORATION, ITS SUCCESSORS AND ASSIGNS FOR OPEN SPACE PURPOSES INCLUDING DRAINAGE, AND THEY ARE THE MAINTENANCE NOT FOR PROFIT C � INC. A FLORIDA N COMMUNITY N DISTRICT, A C LTC RANCH WEST RESIDENTIAL COMMUNITY DEVELOPMENT D T T, '\1 RESPONSIBILITIES OF SAID GLYNLEA AT WYLDER HOMEOWNERS ASSOCIATION, INC. DEVELOPMENT DISTRICT ORGANIZED UNDER CHAPTER 190, FLORIDA STATUTES, ITS STATE OF FLORIDA SUCCESSORS AND ASSIGNS, TO RETAIN THE PRESERVATION TRACTS IN ITS NATURAL COUNTY OF ST. LUCIE 5. THE WATER MANAGEMENT TRACTS (S.M.T 1, S.M.T 2, S.M.T 3, S.M.T 5, S.M.T 6, S.M.T 7, S.M.T 8, S.M.T 9, S.M.T 10, S.M.T 11, S.M.T 12, S.M.T 13, S.M.T 14, S.M.T 15, S.M.T 16, S.M.T 17, VEGETATIVE HYDROLOGIC, SCENIC, OPEN AGRICULTURAL OR WOODED CONDITION AND THIS IS TO CERTIFY THAT THE -PLAT AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE DIRECTION S.M.T 18, S.M.T 19, S.M.T 20 AND S.M.T. 21), SHOWN OR DESCRIBED ON THIS PLAT ARE DEDICATED TO THE LTC RANCH WEST RESIDENTIAL COMMUNITY DEVELOPMENT DISTRICT, A TO RETAIN SUCH PRESERVATION TRACT AS SUITABLE HABITAT FOR FISH, PLANTS, OR AND SUPERVISION'AND'THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT PERMANENT REFERENCE MONUMENTS COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ITS SUCCESSORS AND ASSIGNS, FOR OPEN SPACE PURPOSES WILDLIFE. THE CDD, ITS SUCCESSORS AND ASSIGNS, SHALL HAVE THE RIGHT TO ENTER (P.R.M.-S) HAVE BEEN SET AND THAT PERMANENT CONTROL POINTS (P.C.P.'S) AND LOT CORNERS WILL BE SET UNDER THE GUARANTEES POSTED WITH THE CITY INCLUDING DRAINAGE, AND THEY ARE THE MAINTENANCE RESPONSIBILITIES OF SAID COMMUNITY DEVELOPMENT DISTRICT. UPON THE PRESERVATION TRACT TO MAINTAIN IT AND TO ENJOIN ANY ACTIVITY ON OR USE COUNCIL OF PORT ST. LUCIE FOR THE REQUIRED IMPROVEMENTS, AND FURTHER, THAT THE SURVEY DATA COMPLIES WITH ALL OF THE REQUIREMENTS OF OF THE PRESERVATION TRACT THAT IS INCONSISTENT WITH THESE RESTRICTIONS AND TO CHAPTER 177, FLORIDA STATUTES, ASI AMENDED, AND IN ACCORDANCE WITH THE SURVEYING STANDARDS CONTAINED WITHIN CHAPTER 5J-17, FLORIDA 6. THE FUTURE DEVELOPMENT TRACTS (13, 14, 15, AND A) AS SHOWN HEREON ARE RESERVED TO THE OWNER, MIDWAY GLADES DEVELOPERS, LLC, A DELAWARE LIMITED LIABILITY ENFORCE THE RESTORATION IF SUCH AREAS OR FEATURES OF THE PRESERVATION TRACT ADMINISTRATIVE CODE, SET FORTH BY THE( FLORIDA BOARD OF SURVEYORS AND MAPPERS PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND ASSIGNS FOR FUTURE DEVELOPMENT PURPOSES INCLUDING DRAINAGE, AND SHALL BE THE MAINTENANCE RESPONSIBILITY OF SAID OWNER. ORDINANCES OF THE CITY OF PORT ST. LUCIE FLORIDA THIS IS" DAY OF / /, 2025. COMPANY, ITS SUCCESSORS AND THAT MAY BE DAMAGED BY ANY INCONSISTENT ACTIVITY OR USE. EXCEPT AS REQUIRED MAY 11 TO MAINTAIN THE PRESERVATION TRACT FOR THE PURPOSES SET FORTH IN 'THIS THIS INSTRUMENT PREP RED BY 7. THE FUTURE DEVELOPMENT TRACTS (1, 2, 3, 7, 8, 9 AND 11) AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE GOLF COURSE OWNER, GLYNLEA COUNTRY CLUB, LLC., A PARAGRAPH, THE FOLLOWING ACTIVITIES ARE PROHIBITED WITHIN THE PRESERVATION/ DELAWARE LIMITED LIABILITY COMPANY, AS SUCH TERM IS DEFINED IN THAT CERTAIN DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR GLYNLEA COUNTRY CLUB, TRACT: CONSTRUCTION OR PLACING BUILDINGS, ROADS, SIGNS, BILLBOARDS, OR OTHER 4�1 .r f $ 2C LSD MICHAEL GOODNIGHT. P.S.M. LLC., A DELAWARE LIMITED LIABILITY COMPANY. _ __— _ ._ _[— LS724S STATE OF FLORIDA. ADVERTISING, UTILITIES OR OTHER STRUCTURES ON OR ABOVE THE GROUND; DUMPING MICHAEL GOODNIGHT P.S.M. DATE.' GEOPOINT SURVEYING, INC. OR PLACING OF TRASH, WASTE OR DREDGING OR REMOVAL OF LOAM, PEAT, GRAVEL, :SOIL, LICENSE NO. LS7245 4450 WEST EAU GALLIE BOULEVARD, M AS SHOWN HEREON ARE HEREBY DEDICATED TO THE LTC RANCH WEST RESIDENTIAL COMMUNITY DEVELOPMENT DISTRICT, A 8. THE LAKE MAINTENANCE EASEMENTS L E SURFACE; ( ) I SUBSTANCE IN SUCH MANNER AS TO AFFECT THE S E ROCK OR OTHER MATERIAL S STATE OF FLORIDA -SUITE 130 MELBOLIRNE,'FLORIDA 32934 COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ITS SUCCESSORS AND ASSIGNS, AS LAKE MAINTENANCE EASEMENTS SURFACE USE EXCEPT FOR PURPOSES THAT PERMIT THE LAND OR WATER AREF, TO FOR THE PURPOSE OF ACCESS TO AND THE MAINTENANCE OF THE WATER MANAGEMENT TRACTS, AND THEY ARE THE MAINTENANCE RESPONSIBILITIES OF SAID COMMUNITY ('1,ERK OF CERTIFICATE OF AUTtiOIZIZATION NO. L67768 REMAIN IN ITS NATURAL CONDITION; ACTIVITIES DETRIMENTAL TO DRAINAGE, FLOOD 'Lt I Ii ('Ot 1 R'I' DEVELOPMENT DISTRICT. SURVEYOR'S R'S St AI, CONTROL, WATER CONSERVATION, EROSION CONTROL, SOIL CONSERVATION OR FISH AND WILDLIFE HABITAT PRESERVATION INCLUDING BUT NOT LIMITED TO, DITCHING, DIKING, AND 9. ALL PLATTED UTILITY EASEMENTS SHALL PROVIDE THAT SUCH EASEMENTS SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, AND FENCING' ACTS OR USES DETRIMENTAL TO SUCH AFOREMENTIONED RETENTION OF LAND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES IES AND SERVICES OF AN ELECTRIC TELEPHONE GAS OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE OR WATER USES; ACTS OR USES WHICH ARE DETRIMENTAL TO THE PRESERVATION OF ANY Uo���Frlr,J SHALL INTERFERE WITH THE FACILIT ,FEATURES OR ASPECTS OF THE PRESERVATION AREAS HAVING HISTORICAL OR �; r 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 INSTALLATION MAINTENANCE AND OPERATION SHALL COMPLY WITH THE NATIONAL ARCHAEOLOGICAL SIGNIFICANCE. SUCH CONSTRUCTION, NE GAS OR OTHER PUBLIC UTILITY. S .� ELECTRIC TELEPHONE, _ . _ BY A PARTICULAR >w in't T'' ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION.ueop, e> f� Sou rveyi ng,,- I nc. PSLUSD PROJECT NO. 11-642-06C � a ,, `'s r� Y 528 NORTHLAKE BLVD, STE 1040 / FAX:�(813) 248-2266 was !., ,, . v - �c ;.} ALTAMONTE SPRINGS, FLORIDA� 3270 I W1NW.GEOPOINTSURVEY.COM CITY OF PORT ST. LUCIE PROJECT NO. P24-155 _:,�..,,..`' PHONE: (321) 270-0440LICENSED BUSINESS NUMBER LB 7768 LEGAL DESCRIPTION: A REPLAT OF TRACT'B2", LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9 AND 16,TOWNSHIP 36 SOUTH, RANGE/39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. CONTAINING 493.371 ACRES, MORE OR LESS. TOGETHER WITH. A REPEAT OF TRACT „ B3 ,LTC RANCH WEST POD,9 PHASE 1 SAS RECORDED IN PLAT BOOK 123, PAGES 3,1THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK 111, PAGES 1"THROUGH 23, BOTH OF�THE PUBLIC RECORDS OF/ST. LUCIE,COUNTY, FLORIDA. LYIN&IN SECTIONS 15 AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF WYLDER PARKWAY (TRACTRW), LTCyRANCH�WE T PHASE 1, AS RECORDED IN PLAT BOOK 111, PAGES 1 THROUGH 23 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, RUN THENCE ALONG THE SOUTHEAST POUNDARY OF SAID LTC RANCH WEST PHASE 1 AND THE NORTHWESTERLY RIGHT-OF-WAY LINE OF GLADES CUT-OFF ROAD (BEING A 200.00 FEET WIDE RIGHT-OF-WAY) AS SHOWN ON STATE OF FLORIDA, STATE ROAD DEPARTMENT, RIGHT OF WAY MAP SECTION 94110-2501, S.44°45'15"W., A DISTANCE OF 150.03 FEET TO THE SOUTHERLY MOST CORNER OF SAID WYLDER PARKWAY (TRACT RW), ALSO BEING THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID NORTHWESTERLY RIGHT-OF-WAY LINE OF GLADES CUT-OFF ROAD, 5.44°45j15' W., A DISTANCE OF 557.10 FEET; THENCE DEPARTING SAID RIGHT-OF-WAY LINE, N.89°33'57"W., A DISTANCE OF 639.87 FEET; THENCE S.89°35'34"W., A DISTANCE OF 670.28 FEET; THENCE S.00°02'24"E., A DISTANCE OF 331.22 FEET TO THE NORTHEAST CORNER OF TRACT 2A, OF SAID LTC RANCH WEST POD 9 PHASE 1; THENCE ALONG THE NORTH BOUNDARY OF SAID TRACT 2A, S.89°57'36"W., A DISTANCE OF/78.59 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF KESTREL LANE (TRACT R), OF SAID LTC RANCH WEST POD 9 PHASE 1; THENCE ALONG SAID EAST RIGHT-OF-WAY LINE, THE FOLLOWING THREE (3) COURSES�1) NORTHERLY, 98.61 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 165.00 FEET AND A CENTRAL ANGLE OF 34°/14'25" (CHORD�E3EARING N.17°04'49"E., 97.14 FEET); 2} EASTERLY, 35.61 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS O N.000224W., A DISTANCE OF 421.74 FEET; 3) NORTHEASTERLY, 25.00 FEET AND A CENTRAL ANGLE OF 81°36'52" (CHORD BEARING N.40°46'02"E., 32.68 FEET); THENCE DEPARTING SAID EAST RIGHT-OF-WAY LINE,-1N.08°25'32"W., ADISTANCE OF�50.00 FEET TO.A.POINT ON THE NORTH RIGHT-OF-WAY LINE OF WILGROVE LANE (TRACT R), OF SAID LTC RANCH WEST POD�9 PHASE 1; THENCE ALONG SAID NORTH RIGHT-OF-WAY�LINE, THE FOLLOWING FOUR (4) COURSES: 1) WESTERLY, 69.85 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF,475.00 FEET AND A CENTRAL�ANGLE OF 08-25-32" (CHORD BEARING S.85°47-14"W., 69.79 FEET); 2) N.90°00'00"W., A DISTANCE OF 418.85 FEET; 3) WESTERLY, 163-89•FEET ALONG THE ARC OF A TANGENT CUR�VE'TO THE RIGHT HAVING A RADIUS�OF PLAT BK 135 PG 2 f 1 I i POD 9 PHASES 2 AND 3 SHE ET 2 of 3o ATPAGE p� LTC RANCH WEST BOOK 3 BEING A REPEAT OF TRACTS "B211 AND 1113311, LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 PHASE I AS RECORDED IN PLAT BOOK I 1 1, PAGES I THROUGH 23, I AND THE TRACT ENTRY FEATURE, .LTC RANCH WEST, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 15 AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT T. LUCIE, ST. LUCIE COUNTY, FLORIDA I MORTGAGEE'S JOINDER AND CONSENT: ASSOCIATION, INC. A FLORIDA NOT FOR PROFIT CORPORATION: ACKNOWLEDGEMENT: HOMEOWNERS ASS LEASE MORTGAGE, UPON THE PROPERTY GLYNLEA AT WYLDER HOMEOW , GL -PA. THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER OF AN DEPOSIT RE IN WITNESS WHEREOF,�THE ABOVE NAMED GLYNLEA AT WYLDER HOMEOWNERS ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT STATE OF �LOR7. DESCRIBED HEREON AND DOES HEREBY JOIN IN AND CONSENT TO THE DEDICATION OF THE LAND DESCRIBED IN SAID CORPORATION, HEREBY ACCEPTS THE DEDICATIONS TO SAID ASSOCIATION AS STATED HEREON, AND HEREBY ACCEPTS ITS COUNTY OF ,BALM k'�FCl� ) DEDICATION BY THE OWNER THEREOF AND AGREES THAT ITS DEPOSIT RELEASE MORTGAGE WHICH IS RECORDED IN OFFICIAL MAINTENANCE OBLIGATIONS FOR SAME AS STATED HEREON HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS PRESIDENT I�.NQ RECORDS BOOK 5250, AT PAGE 2796 AND SUBJECT TO A CORRECTIVE DEPOSIT RELEASE MORTGAGE RECORDED IN OFFICIAL AND ITS COMPANY SEAL TO BE AFFIXED HERETO�THIS _ DAY OF M� -12025. THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF iC PHYSICAL PRESENCE OR ONLINE NOTAARIZATION, RECORDS BOOK 5260, PAGE 1685, BOTH OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SHALL BE SUBORDINATED A / 01� THE !!141'DAY OF M 2025, BY R. AUSTIN BURR, PRESIDENT, ON BEHALF OF GLYNLEA COUNT(iYCLUB, LLC, A TO THE DEDICATION SHOWN HEREON. /` FIT CORPORATION WHO IS X PERSONALLY KNOWN TO ME OR HAS PRODUCED AS R PRO A BE SIGNED BY ITS A TH Y OF GLYNLEA AT WYLDER HOMEOWNERS ASSOCIATION, INC., A,FLORIDA NOT FOR DELAWARE LIMITED LIABILITY COMP , IDENTIFICATION. IN WITNESS WHEREOF, THE SAID COMPANY HAS CAUSED THESE PRESENTS TO / REPRESENT TIVE BY AND WITH THE AUTHORITY OF ITS BOARD OF DIRECTORS THIS DAY OF 2025. l"� 2025. WITNESS: ' WITNESS MY HAND AND OFFICIAL SEAL THIS DAY OF Y R. AUSTIN BURR PRESIDENV �61t7 ZZZt�oz'' LENNAR HOMES, LLC, A FLORIDA LIMITED LIABILITY COMPANY PRINT NAME: COMMISSION NO. & EXPIRATION DATE N6Tmry PUBLIC, S ATE OF FLORIDA �,. WITNESS: Notary Public State of Firnn WITNESS: PRINT NAME: "A 5 Beninmin Meyer s MICHAEL G. ME r►u ,�QJI/+?J 4 My Com.miss or HH a34�13 VICE PRESIDENT PRINT NAME:— �i6ta�x� ras s,2 2v27 ' , PRINT NAME: �auln tAzAodLA CE H�WEST RESIDENTIAL COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT WITNESS: �&t�!:? ACKNOWLEDGEMENT: ESTABLISHED D IN ACCORDANCE WITH CHAPTER 190, FLORID A STATUTES: ` PRINT NAME: l STATE OF ) NCH WEST -RESIDENTIAL COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENTDISTRICT (THE "DISTRICT") COUNTY OF ?ALN: ) /N ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ACTING FOR ITSELF IN MATTERS RELATING TO CERTAINTURE IMPROVEMENTS, HEREBY ACCEPTS THE DEDICATIONS AS SET FORTH ON THE WITHIN PLAT SPECIFICALLY DEDICATED TOACKNOWLEDGEMENT: N INSTRUMENT WAS ACKNOWLE GED BEFORE ME BY MEANS OF iC PHYSICAL PRESENCE OR ONLINET, PR OVIDED`HOWEVER, THAT ACCEPTANCE OF SUCH DEDICATION AND OF THE OBLIGATION TO OPERATE AND MAINTAIN SUCH THE FOREGOING �h 20EA BY R. AUSTIN BURR, PRESIDENT, ON BEHALF OF FACILITIES IS EXPRESSLY CONDITIONED UPON (I) COMPLETION OF CONSTRUCTION OF ALL WATER MANAGEMENT SYSTEMS IMPROVEMENTS STATE OF �'L ) NOTARIZATION, THE �C DAY OFd�t/ _ GLYNLEA AT WYLDER HOMEOWNERS ASSOCIATIOO,, INC., A FLORIDA NOT FOR PROFIT CORP-ORATION, WHO IS �C FOR THE PHASE,OF SUCH SYSTEM IN/WHICH THE DEDICATED TRACT AND EASEMENT ARE LOCATED IN STRICT COMPLIANCE V11TH BOTH THE COUNTY OF PG�kM ) PERSONALLY KNOWN TO ME OR HAS PRODUCED AS IDENTIFICATION. APPROVED PLANS FOR, AND (II)'COMPLIANCE WITH ALL SURFACE WATER MANAGEMENT SYSTEMS AND TURNOVER REQUIREMENTS RELATING TO�SUCHFACILITIES, AS SET FORTH IN THE POLICIES AND PROCEDURES MANUAL. THE DISTRICT DOES NOT ACCEPT ANY OTHER THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF X PHYSICAL PRESENCE OR ONLINE 2025. RIGHT -CH WAY, EASEMENTS, TRACT, OR OTHER INTEREST IN REAL ESTATE OTHERWISE DEDICATE TO THE DISTRICT., 2025, BY MICHAEL G. MEYERS, VICE PRESIDENT ON BEHALF FNOTARIZATION, THE �_ DAY OF MC�V WITNESS MY HAND AND OFFICIAL SEAL THIS �_ DAY O / / M DAY OF / ' < <A , 2025. OF LENNAR HOMES, LLC, A FLORIDA LIMITED LIABILITY COMPANY, WHO IS � PERSONALLY KNOWN TO ME OR HAS F(H ,A3jrb[p 5 jn jwT,`7 HEREBY CONSENTS TO PLATTING OF THE LANDS HEREIN, DATED THIS y PRODUCED AS IDENTIFICATION. COMMISSION NO. &EXPIRATION DATE OAT Y PUBLIC, ATE OF FLORIDA ATT ST: THE LTC RANCH ST RESIDENTIAL COMMUNITY DEVELOPMENT DISTRICT. DAY OF m�tX 2025. r P1o'ary Pubic WITNESS MY HAND AND OFFICIAL SEAL THIS b�a`� wu4 VA�M NM 4,rn m n h.�e e? r y / �F � . PY;'Co���missi,., H'-. I''I 65711641 � l [�cl2`l �• o—�. * �w C ralassionCHFt6516�1 PRINT NAME: PRs �QPzpiresApri119,2A9 AMUMil1A&M,9! _. red e �2' WITNESS. r�`// COMMISSION NO. &EXPIRATION DATE NOTARY PUB& ,STATE OF F L aFP� R. AUSTIN BURR, ,�^ n VICE CHAIRMAN PRINT NAME: kctkeV 1 �►1 • 1 10 %� MORTGAGEE'S JOINDER AND CONSENT: PRINT NAME: THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER OF A CONSTRUCTION MORTGAGE AND FIXTURE FILING, UPON WITNESS: THE PROPERTY DESCRIBED HEREON AND DOES HEREBY JOIN IN AND CONSENT TO THE DEDICATION OF THE LAND DESCRIBED IN / TITLE CERTIFICATION: E OWNER THEREOF AND AGREES THAT ITS CONSTRUCTION MORTGAGE AND FIXTURE FILING WHICH IS PRINT NAME: 1OAA1N pwyws SAID DEDICATION BY THE oo RECORDED IN OFFICIAL RECORDS BOOK 4920, AT PAGE 2974 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SHALL BE STATE OF �Oil1 QA SUBORDINATED TO THE DEDICATION SHOWN HEREON. + COUNTY OF 1'1f["'LS66 8 0JG IN WITNESS WHEREOF, THE SAID COMPANY HAS CAUSED THESE PRESETS TO BE SIGNED BY ITS AUTHORIZED REPRESENTATIVE ACKNOWLEDGEMENT: Y AND WITH THE AUTHORITY OF ITS BOARD OF DIRECTORS THIS DAY OF , 2025. • THE UNDERSIGNED, DAN WIERZGACZ, OF CHICAGO TITLE INSURANCE COMPANY, A TITLE INSURAACAA OMPANY DULY B ATE OF FLORIDA, DOES HEREBY CERTIFY THAT, AS OF THE /3 *� DAY OF U STATE OF �LDR�� )` LICENSED IN THE ST WESTERN ALLIANCE BANK, AN ARIZONA CORPORATION COUNTY OF Al.!.M, NCH ) 2025. WITNESS: (J.%0 I HEREBY CERTIFY THAT ON THIS DAY, BEFORE ME, AN OFFICE R DULY AUTHORIZED IN THE ST\ AFORESAID AND IN THE COi t TY AFORESAID • THE RECORD TITLE TO LAND AS DESCRIBED AND SHOWN HEREON IS IN THE NAME OF MIDWAY GLADES DEVELOPERS, LLC, A TO TAKE ACKNOWLEDGEMENTS, PERSONALLY APPEARED R. AUSTIN BURR, VICE-CHAIRMAN ON BEHALF OF THE LTC RANCH"WEST RESIDENTIAL DELAWARE LIMITED LIABILITY COMPANY, THE ENTITY EXECUTING THE DEDICATION. STEVEN D. STRE ILOW My VICE PRESIDENT COMMUNITY DEVELOPMENT DISTRICT. _ • THERE ARE NO MORTGAGES OF RECORD ENCUMBERING THE LAND DESCRIBED HEREIN, EXCEPT THE FOLLOWING: I/`� Y HAVE PRODUCED AS IDENTIFICATION.PRINT NAME. W:CS THEY ARE [XI PERSONALLY KNOWN TOME OR [ j 1C I ' � �� � CONSTRUCTION MORTGAGE AND FIXTURE FILING WHICH IS RECORDED IN OFFICIAL RECORDS BOOK 4920, PAGE 2974 OF THE WITNESS: D OFFICIAL SEAL IN THE COUNTY AND STATE LAST AFORESAID THIS 7 /DAY OF / PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, AS AMENDED OR OTHERWISE MODIFIED FROM TIME TO TIME.I WI _� --`�'� WITNESS MY HAND AN PRINT NAME. a f I 2025. • DEPOSIT RELEASE MORTGAGES WHICH ARE RECORDED IN OFFICIAL RECORDS BOOK 5215, PAGE 1435 OFFICIAL v�4.4� dQ A D I RECORDS BOOK 5239, PAGES 1837, BOTH OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, AS AMENDED OR t{356t0 43`�''LIlZO'L7 OTHERWISE MODIFIED FROM TIME TO TIME. 41-1 ACKNOWLEDGEMENT: COMMISSION NO. & EXPIRATION DATE OT PUBLIC, ATE"OF"FLORIDA i�E RELEASE MORTGAGE WHICH IS RECORDED IN OFFICIAL RECORDS BOOK 5250, PAGE 2796 AND S BJECT TO A / IVE DEPOSIT RELEASE MORTGAGE RECORDED IN OFFICIAL RECORDS BOOK 5260, PAGE 1685, BOTH OF THE PUBLIC STATE OF OY�C�. Notary Puttic St:i'.@ of�:! r OF ST. LUCIE COUNTY, FLORIDA, AS AMENDED OR OTHERWISE MODIFIED FROM TIME TO TIMEIZ PRINT NAME• NwwA i,k .(� B\;�'�ssyCommission micsCOUNTYOF ) Expires 6/4tr2� T TO FI_ORIDA STATUTE 197.192, ALL TAXES HAVE BEEN PAID THROUGH THE YEAR 2024. THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF PHYSICAL PRESENCE OR ONLINE LICTING RIGHTS -OF -WAY, EASEMENTS OR PLATS ARE RECORDED, WHICHWOULD PROHIBIT THE CREATION OF THE TARIZATION THIS DAY OF , 2025, BY STEVEN D. STREHLOW, ON BEHALF OF MORTGAGEE'S JOINDER AND CONSENT: NO ION DEPICTED BY THIS PLAT. WESTERN ALLIANCE BANK, AN ARIZONA CORPORA ION, WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER OF TWO DEPOSIT RELEASE MORTGAGES, UPON THE PROPERTY DESCRIBED(� /�/� �/2025. OF THE LAND DESCRIBED IN SAID DEDICATION BY THE OWNER �NIF /' 1 �twG(' LjQ�,p,�AS IDENTIFICATION. HEREON AND DOES HEREBY JOIN IN AND CONSENT TO THE DEDICATIONTHEREOF AND AGREES THATITS DEPOSIT RELEASE MORTGAGES WHICH ARE RECORDED IN OFFICIAL RECORDS BOOK 5215, AT PAGE 1435 AND OFFICIAL RECORDS BOOK 5239, AT PAGE 1837, BOTH OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SHALL BE SUBORDINATED TOWITNESS MY HAND AND OFFICIAL SEAL THIS DAY OF a,2025. THE DEDICATION SHOWN HEREON. 1DAN AGOW1ETILEIANCCOMCIAL TITLE EXAMINER CHICAGO TITLE INSURANCE COMPANY IN WITNESS WHEREOF, THE SAID COMPANY HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS AUTHORIZED REPRESENTATIVE BY AND WITH T BOARD OF DIRECTORS THIS :If 1, DAY OF , 2025. CITY OF PORT ST. LUCIE APPROVAL OF PLAT: COMMISSION NO. &EXPIRATION DATE OTRRY PUBLIC, S ATE OF ARIZONA THE AUTHORITY OF i S LISABARTH STATE OFiFLORIDA "°'"'"P STATE OF "A PERRY HOMES OF FLORIDA, LLC, A FLORIDA LIMITED LIABILITY COMPANY MARICOPA COUNTY l COMMISSION#k61B� COUNTY OF .S>T`LUCiIE PRINT NAME: Tv, MyCmn.EWasSeombffls,mis _ /l IT IS HEREBY CERTIFIED THAT THIS PLAT �OF LTC RANCH WEST POD 9 PHASES 2 AND 3, HAS BEEN OFFICIAL& APPROVED, WITNESS: INCLUDING THE RELEASE OF . ALL PRIOR DEDICATIONS APPLICABLE TO THE LANDS BEING PLATTED HEREIN AND ALL Rf NIC APARICIO COMPANY: AUTHORIZED REPRESENTATIVE DEDICATIONS TO THE CITY�OF PO ST. LUCIE HEREINIARE ACCEPTED FOR RECORD BY THE CITY COUNCIL OF THE CITY OF GLYNLEA COUNTRf CLUB, LLC, A DELAWARE LIMITED LIABILITY r PRINT NAME: Q I � � I G- CA I �GN n PORT ST. LUCIE, FLORID (THIS DAY OF ��1`-- 12025. IN WITNESS WHEREOF, THE ABOVE NAMED GLYNLEA COUNTRY CLUB, LLC, A DELAWARE LIMITED LIABILITY COMPANY, HEREBY I ACCEPTS THE DEDICATIONS TO SAID ASSOCIATION AS STATED HEREON, AND HEREBY ACCEPTS ITS MAINTENANCE OBLIGATIONS WITNESS:�CITY OF PORT ST. LUCIE:1 FOR SAME AS STATED HEREON HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS PRESIDENT AND ITS COMPANY SEAL TO BE j AFFIXED HERETO, THISDAY OF M , 2025. PRINT NAME: FG b;d I lied ;4er SHANNON M. MARTIN', MA R / ATTEST: ' GLYNLEA COUNTRY CLUE, LLC., A DELAWARE LIMITED LIABILITY COMPANY SALLY wALSH, CITY CL K ACKNOWLEDGEMENT: WITNESS: ,.��•�+� / G2� STATE OF tl d a ) CITY OF PORT ST. LUCIE R. AUSTIN BURR COUNTY OF l Il S IDd�ON ) VICE PRESIDENT . / PRINT NAME: L.Ukfl �►�G THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF v PHYSICAL PRESENCE OR ONLINE NOTARIZATION, WITNESS: �"�� � DAY OF o► , 2025, BY NIC APARICIO, AUTHORIZED REPRESENTATIVE ON BEHALF OF PE RRY HOMES OF THE a.=*•'°ii. r ;� FLORIDA, LLC, A FLORIDA LI ITED LIABILITY COMPANY, WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED ,'' FL Qri�e�t l-to{�St. AS IDENTIFICATION. , U" PRINT NAME: �,n PJ'S ; . y �,' �ff-�- tr. nt, 0. 2025. WITNESS MY HAND AND OFFICIAL SEAL THIS DAY OF eo� O f, t. 2.. ~ is I Inc. p 1 5 (�G 3 i # P t A 4 3 rt ti S u rvey ng, NOTARY PUBLIC, STATE OF l on do` ``' COMMISSION NO. & EXPIRATION DATE -� F. ; ., `---.'..••�-'' 528 NORTHLAKE BLVD, STE I040 / FAX: (813) 248-2266 ALTAMONTE SPRINGS, FLORIDA 32701 WWW.GEO('OINTSURVEY.COM h * PRINT NAME: % ; 0` C Q I h opt PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 PSLUSD PROJECT NO. 11-642-06C / CITY OF.PORT ST. LUCIE PROJECT NO. P24-155 k III PLAT BK 135 PG 3 LTC RANCH WEST POD 9 PHASES 2 AND 3 EST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 I BEING A REPLAT OF TRACTS 11132" AND 1113311, LTC RANCH W AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK 1 11PAGES I THROUGH 23, RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 1 S AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, OF THE PUBLIC CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA x OVERALL KEY SHEET /o NORTHWEST CORNER SECTION 16, TOWNSHIP 36S., RANGE 39E. ` 1 z �- CORNER LOST NSLRWCD CANAL N0.91 NORTHEAST CORNER S C ON 16, (92.00' RIGHT-OF-WAY) I FOUND 3"X3" CONCRETE SOUTHWEST CORNER TOWNSHIP 365., RANGE 39E. COR R LOST MONUMENT NO I.D. OF TRACT 0-5 r (0. 2:E-) NOT PLATTED FOUND IRON ROD NO I.D. NORTH BOUNDARY OF (0.3' N.) TRACT 9 8 � (� SECT_ 16-36=3\ S.M.T. 3 SOUTH LINE OF SECTION 9-36-3) _ TRACT 15 TRACT 15 NORTH LINE OF SECTION 16-36-39 16 15 0 175 350 700A16 350 1'7 i 1 SHEET 20' IT 3 OF 30 PLAT SHEET � 3 BOOK �__i i� � I I► t 1 I \ l SCALE: 1" = 350' _ A N I�y `\ r '0 / TRACT zo o TRACT I a m �i I \\ SHEET 21 S.M.T. 2,, W I W a o a I \ j 1 LTC RANCH WEST POD 7 , � �I 1 �\ II^ TRACT 1 C RANCH WEST PHASE o o (PLAT BOOK 124, PAGES 19-20) o o N P BOOK 111, PAGES 1-23) w w U °�° /�-�PRESERVATION I TRACT 1 Z z \o SHEET 22' \ TRACT 1 t �ti NOT A PART OF THIS PLAT .. \•\ r SHEET 18 �Q W TRACT 7; \ 1 WETLAND W-13 / S.M.T. 3 PLAT LIMITS \I TRACT'***' RACT r' I � i TRACT S.M.T./10 / SHEET 19 TRACT o-s q .� w 1 \ �� i...... iiii.A...... O � I 1 I TRACT „2�. Z I \ �/ TRACT WESTERLY RIGHT OF WAY LINE OF FOUND 4"X4" CONCRETE MONUMENT TRACT 1 \ + + S. T. S WYLDER PARKWAY TRACT RW RANCH a STAMPED PRM LB42867 � �\ ���'�/ + • SHEET 17 • M ( ) LTC • \ 1 SHEET' 15 WEST POD 7 _ TRACT 13 \ ti (PLAT BOOK 124, • + / `w TRACT TRACT 7 / \ PAGES 19-20) SHEET 23 / 13 / SHEET 16 \ti H +\ _ - - _ _ /� I \ TRACT 2 0 TRACTa I ( TRACT r S.M.T.9 +�/ -\ 1 \ PRESERVATION \ �► 1 4 3 I I S.M.T. 10 TRACT 3 - - - - - - - - - 1 a I i ; 'SHEET/24 \ \ WETLAND \ �► 1 NOT PART OF THIS PLAT c� 1 TRACT I • i i i i . i i i i SHEET'25 �\ \ W-12 /1 / S.M.T. 66 SOUTHEAST CORNER OF a • \� "I / / FURYK DRIVE (TRACT R) U J • / UU a= / ^ TRACT �\ S:M.T. 8 EASTERLY RIGHT OF WAY LINE OF J PRESERVATION \ �- _T�CT SHEET 14 OQ WYLDER PARKWAY (TRACT RW) ►� °' I ( TRACT 2 / S:M z" I •. I I WETLAND W-10 \ TRACT I ' TRACT S.M.T. 17 FOUND 5/8" IRON ROD AND WESTERLY RIGHT OF WAY LINE OF I CAP STAMPED PRM LB7217 ` \ - - ` -' SHEET 26 7 - - ( WYLDER PARKWAY (TRACT RW) TRACT 0 F WAY S.M.T. 15 / LINE OF IF RGHTYK DRIVE SHEET 27 M CI 2 TRACT ? 1 TRACT / ` / tl /y SHEET 5 AMENITY TRACT 3 I t, I PAGE CENTER TRACT S. T. 16� PRESERd�1 Q WETLAND TRACT TRACT 8 I /�, Ac T� 13 LTC RANCH WEST '�1�AC-T-4 / W_g •p k q q NORTHEA T -�►-� CD POD 9 PHASE 1 CORNER' OF LOT 11 ��' �� \Oir� Z Z TRACT (PLAT�BOOK 123. / EAST BOUNDA4�Y ?A (9 LINV� F LOTS 1-11 4' J POINT OF COMMENCEMENT 9 O 0 - i i i • . i . . i i i i i S.M.T. 13 PAGES 31 -39) / • I SHEET 6 SOUTHEAST CORNER OF WYLDER PARKWAY OT A -PART -OF THIS PLAT / SHEET 4 - 'I' - � „' (TRACT RW), LTC RANCH WEST PHASE 1, i p„ cn ` PLAT BOOK 111, PAGES 1-23 0 l o • SHEET 29 TRACT 7 + / SOUTHEAST CORNER / O w w TRACT TRACT < / of LOT 11 I—A—� �� POINT OF BEGINNING + \/ Z 1 U S.M.T. 11 + S.M.T. 14 NORTH RIGHT 0 AY /$•M.T. 18\ SOUTHERLY MOST CORNER OF WYLDER PARKWAY x N I Q + SHEET 9 / IN 0 I G (TRACT RW), LTC RANCH WEST PHASE 1, PLAT TRACT TRACT + , SHEET 7 \ \ \ BOOK 111, PAGES 1-23 r 14 \ 14 + \ WILGROVE LANE: / HE BLOOM TERRACE ,s'� TRACT A + � T I,GHT OF�A�- tr TRACT ENTRY PLAT LIMITS SHEET 28 GLYNLEABuj OULEVARD SOU NE OF K STRE NE \ FE j TUBE 1 SHEET 8 jTRACTII2 NORTHWESTERLY SHEET 11 -� FOUND i5/8" IRON ROD FOUND 5/8" IRON ROD J RIGHT OF WAY LINE LEGEND /ABBREVIATIONS: SHEET 10 wEST R�IGkT of wAY w TRACT • INE OF KESTREL LANE F- AND CAP STAMPED 1 AND CAP STAMPED Q�1 OF GLADES LS-------- LICENSED SURVEYOR • w L67903 (14.9' W.) I R7903 (14.7' S.) 405e5 O4+ UT -OFF ROAD TRACT 7 S.M.T. 20 ; TRACT 9 TRACT S.M.T. 19 x NOT ( NOT �P ti4 LB - - - - - - LICENSED BUSINESS / Q ° �� ti R.P. - - - - - - - RADIUS POINT PLATTED 1 PLATTED/ y\�4-4'Q1 / O.R.-------- OFFICIAL RECORDS BOOK \ G, P� Q NORTHEAST CORNER C.C.R. ------ CERTIFIED CORNER RECORD q TRACT 14 + ! / `OF TRACT�2A-P��'�pF �GQ&c, ' U.E.- - - - - - - - UTILITY EASEMENT - • - • - - - - - �OT A -- DRAINAGE EASEMENT D.E. ------ D etr PRESERVATIbI�i wEwAND / WEST BOUNDARY ,.a / r P / OF TRACT I 2A \ THIS,PLAT ��P1p0 W.M.E. - - - - - - WATER MANAGEMENT EASEMENT ry TRACT 5\ 1 , TRACT 2A 4 / E.I.E.E. - - - - - EMERGENCY INGRESS/EGRESS EASEMENT E-� z S.M.T. TRACT Y ( \ , i / , OGTH BOUNDARY LTC RANCH WEST Z \ WETLAND I \ \ / / OF I TRACTI 2A // L.M.E. - - - - - LAKE MAINTENANCE EASEMENT O POD 9 PHASE 1 / ----- MAINTENANCE ACCESS EASEMENT > � SHEET 3O \ SHEET 12 �. -''�'� / ,� 1 (PLAT BOOK 123, L. M .A. E. LAKE ¢ TRACT 9A ` I — // SHEET 13 PAGES 31-39) P.U.E.------- PUBLIC UTILITY EASEMENT w w �.. ( / / w H TRACT 14 \ �' " + / / I ( / WETLAND SOUTHEAST CORNER 1 / P.S.L.U.E. ---- PRIVATE UTILITY EASEMENT — / �� a FOUND 3" ROUND FOUND 4 CONCRETE + ��/WETLAND ✓ 1- 1 ( W-7 , � F TRACT 2A PSL-USD PROJECT N0. 11-642-06 P.I. - - - - - - POINT OF INTERSECTION CONCRETE MONUMENT PLAT LIMITS MONUMENT STAMPED + / W-5 / r \ / / CITY OF PORT ST. LUCIE PROJECT P.C.- - - - - - - - POINT OF CURVATURE STAMPED LB7264 + LB7264 16 15 _SOUTH LINE OF: SECTION,15-36-39 NO. P24� 155 P.T.- - - - - - - - POINT OF TANGENCY 17 16 SOUTH LINE OF SECTION 16-36-39 _ - -. ._ - - - - - NORTH LINE OF SECTION 22-36-39 N.T. - - - - - - POINT OF NON -TANGENCY — — — -- — - — — -- — '- FOUND 4" ------- POINT OF COMPOUND CURVATURE NORTH LINE OF SECTION 21-36-39 FOUND 3" ROUND PLAT C RNER // 21 22 P.C.C. P CONCRETE 20 21 FOUND 4" CONCRETE CONCRETE MONUMENT MONUMENT NO :1092568.6844'� P.R.C.------- POINT OF REVERSE CURVATURE MONUMENT STAMPED LB7264 STAMPED LB7264 / 839884.384 ' PLAT CORNER I.D. (0.2' E.) _ EASEMENT N:1092545.9731' PRIVATE ROAD 1 I.Q.E. ------ IRRIGATION QUALITY .�. ______-__ INDICATES (P.R.M.) SET PERMANENT REFERENCE 1 NOT PLATTED E:837876.5232' (120.00' RIGHT-OF-WAY) / SOUTHEAST CORNER SECTION 16, " AP STAMPED "PRIM (o.R. 1808, PAGE 2492) / , 1 TOWNSHIP 36S., RANGE 39E/ • MONUMENT 1/2 IRON ROD AND C SOUTHWEST CORNER SECTION 16, LB7768" UNLESS OTHERWISE NOTED. 1 TOWNSHIP 36S., RANGE 39E. / I CORNER LOST O /O i/nt INDICATES (P.C.P.) PERMANENT CONTROL POINT 1 CORNER LOST / / I STAMPED "PCP LB7768" I S U 11le�/1 ng, Inc. P.R.M. FOUND PERMANENT REFERENCE .� INDICATES ( ) 528 NORTHLAKE BLVD, STE 1040 / FAX: (81'3) 248-2266 MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM ALTAMONTE SPRINGS, FLORIDA 32701 WWW:GEOPOINTSl1RVEY.COM LB3591"UNLESS OTHERWISE NOTED. PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 TI I I I I I PLAT BK 135 PG 4 KEY MAP: SCALE 1" = 1500.00' Line Data Table No. Bearing Length L10 N55'59'13"W 26.72' L11 N34'00'47"E 40.64' L13 N89'10'45"W 130.00' L14 N00'49'15"E 30.61' L15 S89'48'52"E 37.71' L59 N4TO9' 17"W 25.00' L80 S19*11'57"E 52.39' L82 N39'09'39"E 20.25' L83 N24'21'44"E 42.57' L84 N40'53' 18"E 30.9 V L85 N09' 13' 15"E 46.38' L86 N52'32'49"E 47.95' L88 N23'10'54"E 42.04' L89 N36'59'56"E 39.03' L90 N43'39'34"E 31.31' L91 S67*42'46"E 36.38' L135 N60'46'41 "E 40.81' L136 N31'57'39"E 43.82' L137 N60'53'25"E 55.98' L138 N58'58'03"E 49.37' L139 N72'52' 11 "E 49.44' L140 N73'53'08"E 23.49' L 141 S55' 15' 12"E 55.05' L143 S39'09'39"W 35.41' L144 S24'21'44"W 41.80' L145 S40'53'18"W 37.83' L146 S09'13'15"W 40.70' LTC RANCH WEST POD 9 PHASES 2 AND 3 PLAT SHEET 4 OF 30 )S15 BEING A REPLAT OF TRACTS 1113211 AND 1113311, LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 12 I PAGES 3 I THROUGH 39 BOOK AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED 1N PLAT BOOK I 11, PAGES 1 THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 15 AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA SOUTH RIGHT OF WAY LINE OF FURYKE DRIVE (TRACT R) `♦ oo. LTC RANCH WEST POD 9 PHASE 1 (PLAT BOOK 123, PAGES 31-39) NOT A PART OF THIS PLAT `�� / G6tibc PLAT LIMITS .FACT vARIEs} C9 � � ♦♦ UPLAND of -WAY WIDTH moo, °�� i ♦ PRESERVATION 1 (� RNATE RIGHT- 1 0 0 ..- � ,- � Q�� .��- • AREA G$ L 5 C599 o QPGES (2.951 t ACRES) - P.T. - � PP.C.--1 �-- -- - R=35.00' TRACT 3 Q / R z 47.4T ,/ L 12 * L=72.84 J (FUTURE DEVELOPMENT) ^ / / C648 A-013'24'02" �it1�11s'14'17" j o (5.512f ACRES) \ C6 G I /^ "E CB-S44V8'20"E , cD ♦♦ / / a C8=N82'S6'33 SEE DETAIL "A" < - - / / L M E 4 C=127.18'� C=so.as' / ,moo TRACT S.M.T. 16 (W.M.A.E./1'01) NORTH C646 (0.959f" ACRES),p0. %� / I\ a ( BOUNDARY' ��°.'fit rL EAST RIGHT OF WAY 6 �I- -OF-LOT 1 \ L728 �, Ez ��� .16 LINE OF GLYNLEA I BOULEVARD SOUTH L 13 6h' / `♦ ?� (TRACT R) I 8201 Gg Gam% NORTHEAST CORNER �(NIE)\ C644 �/ °O/ �O , r ♦ n �25.00' OF LOT 1 ti0 ,�60 �°` ti a ♦ y aw, } I I �� so �,�o�o �,��40 '�A �ti ,� UPLAND ,, \ 497 2c� 3 5.00' P.S.L.U.E. 66 `� c'�C,!b � Cwti PRESERVATION N� ai p1• - _ �,. - - - - '.'' O 1 ,..,� (PLAT BOOK 123, IC767i G AREA • (n W Cn 04 0 (Lnj I I PAGES 31-39) i 11 C768 (2.951 t ACRES) � j/ y Curve Data Table No. Radius Arc Bearing Chord C418 345.00' 34.92' 5'47'56" N65'16'55"E 34.90' C419 345.00' 33.78' 5'36'35" N59'34'40"E 33.76' C420 345.00' 33.93' 5'38'04" N53'57'20"E 33.9 V C421 345.00' 33.78' 5'36'35" N48'20'00"E 33.76' C422 345.00' 33.93' 5'38'04" N42'42'41 "E 33.91' C423 345.00' 33.78' 5'36'35" N3T05'21 "E 33.76' C424 345.00' 33.93' 5'38'04" N31'28'01 "E 33.91' C599 525.00' 177.62' 19'23'05" N80'29'35"E 176.78' C600 525.00' 140.11' 15*17*29" N63'09'18"E 139.70' C601 55.00' 33.29' 34'40'46" S01'51'34"E 32.78' C603 45.00' 73.09' 93'03'44" N45'42'37"W 65.32' C624 2047.84' 227.00' 6*21'04" S56'12'06"W 226.88' C644 25.00' 40.61' 93'03'44" N45'42'37"W 36.29' C645 20.00' 31.42' 90'00'00" N44' 10'45"W 28.28' C646 25.00' 54.98' 126'00'56" N26'10'17"W 44.55' C647 150.00' 34.25' 13-04'55" N30-17.44"E 34.17' C648 25.00' 28.75' 65*53'17" N56'41'55"E 27.19' C764 355.00' 94.38' 15'13'59" N15'44'32"E 94.10' C765 355.00' 45.25' 7'18'14" N04'2825"E 45.22' C766 45.00' 52.66' 67*03'11" S32'42'21"E 49.71' C767 45.00' 20,17' 25'40'45" S79'04'19"E 20.00' C768 45.00' 0.26' 0' 19'48" N8755'25"E 0.26' C1196 19.00' 22.41' 6735'04" S34-36-47-W 21.13' o ^ h w I I 2 - 0 1 ��,a �% 600� s1?%�-�' w, 4 jS3 _.. _� - Q � W I � i � /0 �'' / / � 55• L154 ♦(0 CPO O� Q p a 3 ISW 11 N�,N� ° o /�.`� •----------- F-+ as too 1 tW N ^� Co.-) - Z EA i,N u ^ .00 �4,C/ /F`<' / / ; I TRACT R G7 ST BOUNDARY OF 10 I ;r� , o ( / 0 �h0 • I G• 'I LOTS 1-11 112 10 amv9 4 /moro o, ♦ I oo i i G -Co /L87wM� 0 � °`�` / ` F I 00 OO h 0 (TIE �-+ • m w /h ♦ a ( V o 0 5 `J 1 ► �/ /�� ♦ I I GQ D LINE) H o g a �/52411 PRESERVATION TRACT 4i ♦ I � 5.00' P.S.L.U.E. a►j/ (INCLUDES/UPLAND PRESERVE AREA, ♦ I I ,w.a v I (PLAT BOOK 123, a' I CL ► w u�� /'1 WETLAND AND WETLAND BUFFERS) 1 . t PAGES 31-39 '`� p1 I ► rn �� /�,` (12.542f ACRES) `♦ I t_ - - I ) i A w 6 �. ► 1 --------- O I DETAIL "A": In* Q ► ao / 1� ♦ SCALE 1" = 20.00, U m a ^ I i o ► rq TRACT 3 S?� / �/ ♦♦ N 1 I (FUTURE DEVELOPMENT) ,�g 5/ ♦- - a PLAT LIMITS i w I- o (5.512t ACRES) 0 1 U! qv /' � o /�/ WETLAND W-8 - \o,/ SF $ i f,\b (6.521 t ACRES) IV - LEGEND/ ABBREVIATIONS: I ; o �95/ ��titis�. 7 s� / LS-------- LICENSED SURVEYOR 1 No 0 /`� i v 3 O LB - - - - - - - -LICENSED► o , �96� %K 1 / sr / , �, o I 5 R.P. II rn � S RADIUS POINT g ► � ► o L191� �E( FAR ?v F / c.,- . � O.R.- - - - - - - - OFFICIAL RECORDS BOOK 1 `19g ��F I �1�1 t�ti tiso. S �30 / 2 p FOUND 5/8' IRON ROD ► rn rn \ 1 �' 06+. ?!9 7 O/A-------- OVERALL AND CAP STAMPED LB359 ° ► ► o 101 C.C.R. ------ CERTIFIED CORNER RECORD' (0.2' N.) 1 ► ^��/ �,y Gc� RR. �, oo, / Q AN, -59 U.E.-------- UTILITY EASEMENT r. ► , �Se>. \oS 10 U► 41• \ _ S88.24' 12"E / 11 q'0 D.E. -- - - - - DRAINAGE EASEMENT `564 Sg £ 85.80' '- - L202 C2 p1 Apo ,> 1 1 1 W.M.E. WATER MANAGEMENT EASEMENT Sss, � SS Ar , 522, 158 � � SPP 5i G 'L ,r � •°o• `�o � � E.I.E.E. ----- EMERGENCY INGRESS/EGRESS EASEMENT h ss??S9i3., �24 �3. �, n ��051'2a 62� PCR� G��B s sGF oo�/� LM.E. ----- LAKE MAINTENANCEV (,y F 1878 EASEMENT ,p C36 � I J 348.37' S882412"E 98.83' 70.48' C416 L.M.A.E. ----- LAKE MAINTENANCE ACCESS EASEMENT ^ C412 30.33' 55.00' I 1 55.00' 1 50.00' 33.17' 50.00' 35.00' 35.00' 35.00' 35.00' C414 C415 o ��tJ o• / ,�O' / / P U E------- PUBLIC UTILITY EASEMENT N90'00'00"E 418 85'(0/A) 2 \ o- a(5) o'� Line Data Table No. Bearing Length L147 S52'32'49"W 35.03' L148 S23' 10'54"W 41.93' L149 S36'59'56"W 30.07' L150 S43'39'34"W 28.74' L151 S42'53'34"W 56.48' L153 N6742'46"W 27.39' L154 N88'02'36"W 48.44' L192 N21'01'23"E 56.46' L193 N60'46'41 "E 35.58' L194 N31'57'39"E 43.77' L195 N60'53'25"E 43.93' L196 N58'58'03"E 44.11' L197 N72-52.11 "E 42.90' t198 N73'53'08"E 39.28' J L199 N3T54'09"E 54.12' L200 N62'32'20"E- 26.59' L201 S74'55'33"E 21.95' L202 S84'10'42"E 39.18' L203 S55'15'12"E 30.81' L204 S34'03'07"E 34.04' L205 S05'40'00"E 36.16' L206 S11'59'28"W 25.76' L728 N89'10'45"W 13.45' L820 N89'10'45"W 20.00' L873 S72'26'260E 5.22' L874 S11'50'38"E 7.11' L878 S00'00'00"E 3.28' L879 S00'00'00"E 16.72' PAGE .0 0 30 .0 SCALE: 1 .1 Curve Data Table No. Radius Arc A Bearing Chord C3 475.00' 69.85' 8'25'32" S85'47'14"W 69.79' C4 175.00' 103.89' 34'00'47" N72'59'36"W 102.37' C5 355.00' 139.64' 22'32' 12" N 12'05'25"E 138.74' C6 25.00' 29.20' 66'54'40" N34'16'35"E 27.56' C7 102.50' 79.53' 44'27'28" N45'30'11"E 77.55' C8 25.00' 29.20' 66'54'40" N56'43'48"E 27.56' C9 525.00' 317.74' 34'4O'34" N72'50'51 "E 312.91' C10 575.00' 181.15' 18'03'02" N64'32'05"E 180.40' C45 500.00' 485.66' 55'39'10" N53'44'53"E 466.79' C48 500.00' 297.70' 34'06'50" N64'31'04"E 293.32' C49 500.00' 187.96' 21'32'21" N36'41'28"E 186.86' C57 400.00' 336.87' 48'15'09" N66'16'52"W 327.00' C75 475.00' 461.38' 55'39'10" N53-44-53"E 443.46' C88 25.00' 35.89' 82'15'25" N86'13'23"W 32.89' C89 525.00' 265.05' 28'55'34" S67*06'41 "W 262.24' C90 25.00' 38.41' 88'01'09" N01'48'22"W 34.74' C91 525.00' 149.19' 16'16'55" N34'03'45"E 148,69' C142 175.00' 41.97' 13'44'33" S62'51'29"E 41.87' C143 175.00' 61.91' 20'16'14" S79'51'53"E 61.59' C144 475.00' 39.59' 4'46'31" N8736'44"E 39.58' C145 475.00' 30.26' 3'39'00" N83'23'59"E 30.25' C146 475.00' 16.25' 1'57'35" N80'35'41"E 16.25' C147 475.00' 46.71' 5'38'04" N76'47'51 "E 46.69' C148 475.00' 48.07' 5'47'56" N71'04'51 "E 48.05' C149 475.00' 48.07' 5'47'56" N65'16'55"E 48.05' C150 475.00' 46.51' 5'36'35" N59'34'40"E 46.49' C151 475.00' 46.71' 5'38'04" N53'57'20"E 46.69' C152 475.00' 46.51' 5'36'35" N48'20'00"E 46.49' C153 475.00' 46.71' 5'38'04" N42'42'41 "E 46.69' C155 475.00' 46.51' 5'36'35" N37*05'21 "E 46.49' C156 475.00' 46.71' 5-38-04" N31-28.01"E 46.69' C361 45.00' 26.71' 34'00'47" S72'59'36"E 26.32' C362 345.00' 385.84' 64'04'42" N57*57'39"E 366.04' C412 45.00 10.79' 13*44*33" S62'51'29"E 10.77' C413 45.00' 15.92' 20*16'14* S79'51'53"E 15.84' C414 345.00' 28.75' 4'46'31 " N87*36'44"E 28.75' C415 345.00' 33.78' 5'36'35" N82'25'11"E 33.76' C416 345,00' 33.93' 5'38'04" N76'47'51 "E 33.91' C417 345.00' 34.92' S'47'56" N71.04-51 "E 34.90' P.S.L.U.E. --- PRIVATE UTILITY EASEMENT C413 G 4i I I 5.34' Z a; �� N o �i,► `!'.� p �, G 0 0 0 0 0 0 o b \\\ ��� 0 3 1 I ci o N N o 0 0 0 0 0 o w cr � N �o cn P.I. -- - - - - - - POINT OF INTERSECTION �v \\ l4. M 1►+A I M LL-M W W r7 M ►L M LL- M M M O O N is O U-� T -L----- \\ \ V' �O^%` r MN li 0 l0 0j U) En O d Q � O O N N O NQ D. � O. /// G ��`, ♦� \ { P.C. - POINT OF CURVATURE \ N o cn cn c� w N a g \, ►� Q r-0 W o ►o o �o W coo w v N 41 W W W W N� W �,� W �N z Nw �, o o �.c,�°s G c88 PSLUSD PROJECT NO. 11-642-06C P.T. -- - - - - - POINT OF TANGENCY \ V o to Cq Io 1 •-Ln = rn oo •- ►b �I o ,n o z o, 0 1n o �i o vi o o '� o cn \ n 0 n c0 o w rn 0 0 0 0 0 'n 0 'n 0 -n w o o. i O N.T. ------ POINT OF NON -TANGENCY \ o o I z I o o° 0 0 0 n rn_ �r .�r *� o o qg o. -' • / �" \ CITY OF PORT ST. LUCIE PROJECT N o o f t o 0 0 Ey o0 0 0 0'- o o 0 0 °' o f G1 P.C.C. - - - - - POINT OF COMPOUND CURVATURE ��p \ \ 2 bo o I I_ o 0 0 `� o 0 0 0 0 0 0 0 �q8 / o / \ NO. P24-155 ,oT C�42. _ z I I z z z z z r z z z 5.34' C146 C1 Gig o. / i P.R.C. - - - - - - POINT OF REVERSE CURVATURE SOUTHEAST CORNER " - - - - - - -1- -I - - -- - -�T,7'F­­ - - C147I.Q.E - ----- IRRIGATION QUALITY EASEMENT OF LOT 11 ,C143- - . 1_ -I _ -,-- C30.33'' -55.00 ' S5.00 - - 50.00' --50.00'- 35.00 35.00 35.00 - -35.00 - C144 C145 - - - - - - - - - INDICATES (P.R.M.) SET PERMANENT REFERENCE P C TRACT R 418.85' N90'00'O0AW P•T C,3 N'T o t PCRES� �� OF MONUMENT 1/2"IRON ROD AND CAP STAMPED "PRM N _ LTC RANCH WEST POD 9 PHASE 1 r i,3904 S��SN� LB7768" UNLESS OTHERWISE NOTED. FOUND 5/8" IRON ROD (PLAT BOOK 123, PAGES 31-39) QQ---------- INDICATES (P.C.P.) PERMANENT CONTROL POINT AND CAP STAMPED L83591 WILGROVE LANE STAMPED "PCP LB7768° (0.2' N.) (50.00 PRIVATE NOT A PART OF THIS PLAT RIGHT-OF-WAY) .---- -e--------- INDICATES (P.R.M.) FOUND PERMANENT REFERENCE FOUND 5/8" IRON ROD n NORTH RIGHT LA WAY LINE AND CAP STAMPED LB3591 0 O MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM OF WILGROVE LANE (TRACT R) (0 2' N) LB3591" UNLESS OTHERWISE NOTED. 1. S U I-Ve,1 528 NORTHLAKE BLVD, STE 1040 FAX: ALTAMONTE SPRINGS, FLORIDA 32701 WWW PHONE: (321) 270-0440 LICENSEBUSINESS NUMBER LB 7768 n PLAT BK 135 PG 5 n LS - ------ LICENSED SURVEYOR LB - ---- LICENSED BUSINESS R.P. - I - - - - - RADIUS POINT LTC RANCH WEST POD 9 PHASES 2 AND 3 SHEET 5 of 30 PLAT � Boox BEING A REPEAT OF TRACTS 11132" AND 1113311, LTC RANCH WEST POD 9 PHASE 1, AS RECORDED INPLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I I I . PAGES I THROUGH 23. _ __ _ _-__"_ _ _onniC[ '20 CACT OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, I SAND 16, TOWNSHIP 36 SOUTH, RA CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA Line Data Table No. Bearing Length L178 N26'07'31 "W 34.24' L179 N 13' 10'57"E 56.26' L180 N30'29'15"� -36:68L-- L181 N46:09 58"E 43.61' L182 ,N49-26-23"E, -35. 0 L183 N54'53'02"E 45.43' �684 N77 05'32"E 52.14' L185 IS80'50'05"E 45.26' L186" N82'44'53"E 59.91' L187 N7747'34"E 59.95' L188 N73'48'51 "E 31.50' L189 N34'28'11"E 40.95' L190 N10*12'05"E 50.31' L191� �'NOX58'30"E 58.21' �L411 S25`36' 13"E 1 38.50' ------- r � / °g � SOUTHEAST C RNER OF 5.00' P.S.L.U.E. 1 FURYK DRIVE (TRACT R) / ,(PLAT BOOK 123, �LAT LIMITS /PAGES 31-39) \ 1 i L913 ��4 .yg1/P� o \ I sp�� ILINIE) (`N�k. N ' S�QO �� �1i 1'� 1Fj, / .5 j 11 OI p O- G\I pppA �ti ao L.M.E.I Ile 0 b 0 ���1m ,,, op �\ ' ' og� ( ti�G Q�� 44g 80 /i/--- y\oSO 9� L=97.33 p A=039'49'56 -� J C6=N85'17'48"E\\ pp L413 TRACT R \ .) 00. / / 20.14' C=95.3s' L - - - - - - - - - - L412 / 20.00' W.M.E. DETAIL "B": / C1224 i / C609 SCALE 1" = 20.00' c�V�yi��5� i<� Y "1 i L415°' 20.00' W.M.E. c611 \\ Curve Data Table No. Radius Arc A Bearing Chord C436 600.00' 22.56' 2'09'15" S65'53'32"W 22.56' C437 200.00' 12.23' 3'30'09" N65'13'05"E 12.22' C438 200.00' 33.40' 9'34'09" N58'40'55"E 33.36' C439 200.00' 33.26' 9'31'46" N49'07'58"E 33.23' C440 200.00' 33.40' 9'34'09" N39'35'00"E 33.36' C441 200.00' 33.26' 9'31'46" N30'02'02"E 33.23' C442 200.00' 33.40' 9'34'09" N20'29'04"E 33.36' C443 200.00' 33.26' 9'31'46" N10'56'06"E 33.23' C444 200.00' 21.54' 6' 10' 13" NO3'05'07"E 21.53' C445 5357.82' 131.73' 1'24'31" S39'33'26"E 131.72' C604 55.00' 56.36' 58'42'57" S61'43'23"E 53.93' C605 20.00' 18.13' 51'55'46" S65'06'59"E 17.51' C606 5307.82' 296.09' 3'11'46" S34'30'11 "E 296.05' C607 80.00' 1 45.09' 32'17'26" S19'57'21"E 44.49' �Sl paC V. O ��' 20.00 W.M.E. \ n \ s 10 TRACT S.M.T. 17 M I \ ,o?' \ e (W.M.A.E./I.O.E.) M \ rpS .52 � ,n \ 0 3.215t ACRES) qc d' \ ( \ n y 9 0, \ WESTERLY RIGHT OF WAY LINE OF zo zo \ °o O1P OF \ WYLDER PARKWAY (TRACT RW) ` FJ \ R=35.00' SOUTH RIGHT-OF-WAY �JP� s cwi, I N -f2w-`� �� �� N8T31'S1"E \ LINE OF FURYK DRIVE �Q� �� - j "r: / L=99.59' - - - - d- 0 S� r' a 163 02'21" " _ 36 -00• ►; � 19 - o ,s�iow (TRACT R) Q ( �SfO/ / �C8=N09'33'42 W A-051S?s, w w '/ RV.0 °�° L419 \Oai C-69.23' CB=N6g 06 R6,, z I z Ve / 24.15_ - - - -» \- Go�� Y, _•,,./ _�- _. - 411.64' S88'55'08"W - - - - - - - - - C��SO S9� / �F. r\ N8T31'51 E \ ---------20.00' L.M.E. Cg I w //�h6� 0 �/yo0�\ 79.34 <90 C'6p4/ter J/ �20.00' L.M.E. N88'55'08"E 411.64 OS \\� 3 / �5 h�` 1�p, ` \ .9 p�C� 259.86' 120.00'I 131.79' TRACT 3 ��9 ( /�'� 3.30. \ ��• \��� ,� ��PPF-S�1 S86'41'10"W L110 / L11,1/ �1 i� FUTURE DEVELOPMENT)`ram0 C777'/G� k� y `� 129.31' L10g L112 Li 13 w (5.512t ACRES) 0. \� / Oh �� r Ao. ` 0- �F \ r{, c rd rw/ O -y 2 F` d E OK L 114 L 115 of 9.66' G r off. T `'0, ` 'L °�'\ s �11 0 eo 3S) 0 - - - -- - - - - - .t - _ N85'39'S4"W �� �'A F `��• ��' bry' Op ` �A� 31' ��/d L170 L171 L172 ♦ 1p l�o / \ L'173 78.86' �6 tea, ( J Rai s \ R6,,��p ♦ 4P �ry/� /v IN.20:00' W.M.E. L625 9p, ♦♦, // L16j i 6gJ C/�A /1/S94J, `9� %/„ 'in '? 7 C 180 / ♦♦ ��'�O 6��°6 /moo ��4'� /goo J' < > 5 �\ �\ SSA \� ♦ G�`L`1rO 76 44 SF / \ \ ` OSs, ♦♦ Ar WETLAND W78 6,\ "O N90'00'00"1r1 130.04' v L57 ♦ ♦ 0 ?O (6.521fACRES) �.00, ` UPLAND 52 C177 '0 -0 P.I. R.P. 50.00' .\ \ \ ♦♦ PRESERVATION �'�Nss os. �^ ^ / o ,0r,- 0 4550 SF N �o w l C, ♦ AREA o / 51� 4- w -'/ °' r� � N90'00'00"V�I 130.00' I M 0D o o V / S s`S\ � ` � � O� \ ♦♦ (2.951 f ACRES) g4. \ < `'�'� \ `v ♦ rO \ ♦♦ /gory '� o /4549 SF ,l 00 0 00 ♦♦ I /�' \� N89'59-17"Y1 130.00' I NO w z V^ W '(04 �� ♦♦ of of o // 12.33, O 12.30' I z a y ♦♦la0o �I 0/ N 5311 SF I I °�-w • I r 0 N ACT 4 /N83• , 0 N 49 47"1r;1 130.00' v11 0♦ 0 01 PRESERVATIO� ♦ ZI \� (INCLUDES UPLAND PRESERVE AREA, J ,.�� F I o �1 N♦♦, ) 'Sp WETLAND AND WETLAND BUFFERS) / / 4A I I �` ES) L�'� N ♦ \ \ (12.542t ACRES) ^moo/ c� 5776� SF103,59, Ito 31 'po IV \ O �� G �00• 130 � / G CS I // /o �Sgs�. S.16� PSG L!F / / Q' 8 p C ` ♦ /^h / JF �S, S,r SEE DETAIL B�� ♦ / L L�g,4 yo, K' I THIS SHEET ♦ L186 185 \, Dx ,1, .3 / 1-1)G9 i - G S• •O . O ?g 41 00 / // \ \ i ♦♦ moo/ G�56 y ��, S�s�S �`�O / �/ I ♦ / L129 028 L127 G C437 ♦ / ♦♦ rn / L131 Gk5 yr'p jo 37 i s� DO. / �, G I G M O.R.- ------ OFFICIAL RECORDS BOOK ♦♦ �/ _ TRACT 4 G°�� ti� 6'�`sp� `t s� `�o / / / ♦♦ (OPEN SPACES ems. �s0 r'� �� $. / / o o� O�A - - - - - - - OVERALL CERTIFIED CORNER RECORD ♦ ( (0.862t ACRE ) G�y`L �yI, R',- �6, / .�0 00. C169 -GN / C C R - - - - - Line Data Table No. Bearing Length L124 N49'26'23"E 39.11' L125 N5453'02"E 57.62' L126 N7705'32"E 71.71' L127 S80'50'05"E 47.80' L128 N8T44'53"E 50.53' L129 N77'47'34"E 56.05' L130 N73'48'51 "E 11.89' Li 31 N34'28' 11 "E 12.32' L132 N 10' 12'05"E 36.84' L133 NO3'58.30"E 53.17' L134 N21'01'23"E 84.42' L142 N00'00'00"E 114.38' L155 S86'28'33"W 40.97' L156 S67*15'34"W 38.34' L157 S35'08'22"W 47.66' L158 S02'53'44"W 36.32' L159 S12'19'14"W 30.73' L160 S43'45'44"E 36.67' Li 62 S36' 13' 14"W 38.83' L163 S05'35'18"W 25.32' L164 S28'51'1O"W 42.17' L165 S28' 1 V55"W 25.17' L166 S26'37'00"W 33.40' L167 N76'40'09W 26.80' Li 68 S73'47'20'V 28.50' L169 S21'24'17"W 31.04' L170 N86'21'20"W 52.69' L171 S88' 13'51 "W 99.53' L172 N82'15'26"W 42.98' L173 N76'42'01 "W 41.30' L174 N5226'50"W 46.47' L175 N05'43'45"E 39.80' L176 N34'01'53"W 38.74' L177 N12-09-23"E 33.67' U.E.- - - - - - - - UTILITY EASEMENT D.E. - - - - - - - DRAINAGE EASEMENT W.M.E. - - - - - - WATER MANAGEMENT EASEMENT E.I.E.E.! - - - - - EMERGENCY INGRESS/EGRESS EASEMENT L.M.E. - - - - - - LAKE MAINTENANCE EASEMENT L.M.A.E. - - - - - LAKE MAINTENANCE ACCESS EASEMENT P.U.E. L - - - - - - - PUBLIC UTILITY EASEMENT P.S.L.6.E. ---- PRIVATE UTILITY EASEMENT P.J. -L------ POINT OF INTERSECTION P.C. - - - - - - - POINT OF CURVATURE P.T. - - - - - - - POINT OF TANGENCY N.T.-L------ POINT OF NON -TANGENCY P.C.C. L - - - - - - POINT OF COMPOUND CURVATURE P.R.C. ------ POINT OF REVERSE CURVATURE I.Q.E. L------ IRRIGATION QUALITY EASEMENT -�--------- INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. 0--------- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" --------- INDICATES (P.R.M.) FOUND PERMANENT REFERENCE 1, Line Data Table No. Bearing Length L412 S25'36'13"E 40.87' L413 S76'22'25"E 20.33' L414 N55'02'47"E ------------ 36.69' Line Data Table No. Bearing Length L415 S76-22.25"E 6.78' L4116 N55'02'47"E 45.73' L417 N54'36'23'E 50.22' L41 b N54'36'23"E 50.24' L419 S74'31'35"E 5.73' L624 N01'04'52"W 45.32' L625 N88'55'08"E 20.00' L626 N01'04'52"W 45.32' L729� •N39*09'06"W --49.13' L821 N01'04'52"W _ 20.00'\ L913 ,N89*31'02"W 5:12' r JI J ,o� ryC\N �y. � O15, try0• 03 O 0l , I ya � s I ♦♦ 10 o G%`j`�Q i G 65 i A) ♦ i-' ♦♦ ( W rn wry°' tis0' SO �i 6� �" " y O�' / MPS 0 \ ♦♦ I G S?j Assam ♦� ry O 9)�S O /• Q / / /♦ Va A09 ry / ♦♦ F Goo o `ij0 1 ♦ / 11 ,♦ M� a`� �S8S0 sG ots S 3000 / • v v 3� '� rG �, / / C.� 79. ?SOO. ti 25 ¢ 33 730 00. /ho ?`500. C158 / 2524? 00• / �� � �,Q• / // SF, I V � • MONUMENT 5/8" IRON ROD AND CAP STAMPED PRM Curve Data Table No. Radius Arc A Bearing Chord C183 25.00' 20.00' 45*50'15" S44'02'17"E 19.47' C364 200.00' 233.77' 66'58'09" N33'29'05"E 220.69' C365 180.00' 77.59' 24'41'57" N4T35'27"E 77.00' C425 345.00' 16.43' 2'43'41 " N27' 17'08"E 16.42' C426 600.00' 18.40' 1'45'27" S26'48'02"W 18.40' C427 600.00' 42.56' 4'03'51" S29'42.41"W 42.55' C428 600.00' 43.85' 4'11'15" S33'50'14W 43.84' C429 600.00' 42.56' 4'03'51 S37'57'47"W 42.55' C430 600.00' 43.85' 4'11'15" S42'05'20"W 43.84' C431 600.00' 42.56' 4'03'51 " S46' 12'53"W 42.55' C432 600.00' 43.85' 4"11'15" S50'20'26"W 43.84' C433 600.00' 42.56' 4'03'51 " S54'27'59"W 42.55' C434 600.00' 43.85' 4' 11' 15" S58'35'32"W 43.84' C435 600.00' 43.24' 1 4-07-45" S62-45.02-W 43.23' LB3591" UNLESS OTHERWISE NOTED. Curve Data Table No. Radius Arc A Bearing Chord C608 5307.82' 164.46' 1'46'31" S33'47'33"E 164.45' C609 5307.82' 30.16' O' 19'32" S34'50'35"E 30.16' C610 5307.82' 26.04' 0' 16'52" S35'08'47"E 26.04' C611 5307.82' 20.00' 0'12'57" S35'23'42"E 20.00' C612 5307.82' 55.42' 0'35'54" S35'48'07"E 55.42' rC6713 5257.82 177.44 1'56'01 " S335446"E 177.43' Curve Data Table No. Radius Arc 1A Bearing Chord C614 5257.82' 20.00' 0'13'05" \S34'59'19"E 20.00' C615 5257.82' 20.57' 0' 13'27 %� S35' 12=35:'E_ -20.57' C616 5257.82' 20.00' 013'05" 'S35,25'51 "E 20.00% C617 5253.64' 163.01' 1'46'40" S36-2540E 63.01' C618 5053.37' 24.41' 0'16'36" S37'26'57"E 24.41' C619 5257.82' 93.01' 1'00'49" S38'05'20"E 93.01' C620 5252.32' 20.00' 0'13'05" S38'42'17"E 20.00' C621 5257.82' 247.64' 2'41'55" S40'09'46"E 247.61; C751 200.00' 55.77' 15*58*34" S48'56'43"W 55.59' C777 15.00' 26.15' 99'53'28" N89'05'50"W 22.96, C778 5327.82' 202.59' 2'10'43" S35'00'42"E 202.58, C1223 1592.00' 200.10' T12'06" N68'21'26"E 199.97' C1224 1592.00' 20.00' 0*43'11" N6423'47"E 20.00' C1225 159200-. 173.20' 6'14'00" N60'55'12"E 173.1 V PAGE j SCALE: V = 60' Curve Data Table No. Radius Arc A Bearing Chord C11 625.00' 173.72' 15'55'31" N65'35'51"E 173.16' C12 285.00' 90.05' 18*06'14" N66'41'12"E 89.68' C13 220.00' 69.51' 18'06'14" N66'41'12"E 69.22' C14 5257.82' 1025.42' 11'10'27" S38'31'59"E 1023.80' C46 445.00' 318.80' 41'02'51 " N46'26'44"E 312.03' C47 355.00' 414.94' 66'58'09" N33'29.05"E 391.72' C50 355.00' 289.50' 46-43*27" N43'36'26"E 281.54' C51 355.00' 125.44' 20'14'42" N10'07'21"E 124.78' C76 470.00' 336.72' 41'02'51" N46'26'44"E 329.56' C77 330.00' 385.72' 66'58'09" N33'29'05"E 364.13' C78 50.00' 218.63' 250'31'44" S54'44'08"E 81.65' C79 25.00' 30.77' 70'31'44" S35-15-52-W 28.87' C80 380.00' 87.74' 13'13'47" S06'36'54"W 87.55' C81 25.00' 34.99' 80'11'12" S26-51-49"E 32.20' C92 420.00' 300.89' 41'02'51 " N46'26'44"E 294.50' C93 380.00' 262.21' 39'32'08" N47' 12'05"E 257.04' C94 25.00' 37.69' 86'23'06" N70'37'34"E 34.22' C157 475.00' 22.62' 2'43'41" N27'17'08"E 22.61' C158 470.00' 14.42' 1'45'27" S26'48.02"W 14.42' C159 470.00' 33.91' 4'08'02" S29'44'46"W 33.90' C160 470.00' 33.78' 4'07'04" S33'52'19"W 33.77' C161 470.00' 33.91' 4'08'02" S3T59'52"W 33.90' C162 470.00' 33.78' 4'07'04" S42'07'25"W 33.77' C163 470.00' 33.91' 4'08'02" S46'14'58"W 33.90' C164 470.00' 33.78' 4'07'04" S50'22'31 "W 33.77' C165 470.00' 33.91' 4'08'02" S54'30'04"W 33.90' C166 470.00' 33.78' 4'07'04" S58'37'37"W 33.77' C167 470.00' 33.87' 4'07'45" S62'45'02"W 33.86' C168 470.00' 17.67' 2-09'15" S65'53'32"W 17.67' C169 330.00' 20.17' 3'30'09" N65'13'05'E 20.17' C170 330.00' 54.40' 9'26'44" N58'44'38"E 54.34' C171 330.00' 55.60' 9*39'11" N49'11'40"E 55.53' C172 330.00' 54.40' 9'26'44" N39'38'42"E 54.34' C173 330.00' 55.60' 9*39'11" N30'05'45"E 55.53' C174 330.00' 54.40' 9'26'44" N20'32'47"E 54.34' C175 330.00' 55.60' 9'39'11" N1959'49"E 55.53' C176 330.00' 35.54' 6'1O'13" NO3'05'07"E 35.52' C177 50.00' 2.10' 2'24'43" S01'12'21 "W 2.10' C178 50.00' 24.29' 2T49'46" S16'19'36"W 24.05' C 179 50.00' 36.67' 42'01'31 " S51' 15' 14"W 35.86' C180 50.00' 60.11' 68'52'50" N73'17'36"W 56.55' C181 50.00' 95.45' 109'22'54" N15'50'16"E 81.60' C182 /25 00' 14.99' j 34'20'57" S03'56'41 "E 14.76' i PSL-USDPPROJECT NO. 11-642-06C ,11 CITY OF PORT ST. LUCIE PROJECT NO. P24-155 E I G.,eo 0A' urveing , Inc. , -Ili 528 NORTHLAKE BLVD, STE 1040 FAX: / (813) 248 2266 ALTAMONTE SPRINGS, FLORIDA 3270/WWW.GEOPO'INTSURVEY-COM PHONE: (321) 270-0440 LICE ED BUSINESS NUMBER LB 7768 PLAT BK 135 PG 6 LTC RANCH WEST POD 9 PHASES 2 AND 3 BEING A REPLAT OF TRACTS 11132" AND 1113311, LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I 11, PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTIONS 9, I S AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA „®�i , 18 � \ 4.,16 PLAT LI ITS € .� . '• �:I _/ •� 25 �" : • 14 TRACT 2„ 0. I a • ! ,► = �,�D� o LTC RANCH WET BOOK 124, ST POD j A a-.• . 29 •'1" 1 ° ° 1 +r am © \ ( �\ ! 5� �Ad' A `�0�, 6' C� �� \ s e i ram" -_.. II`JII_ r 1w . •fill ,. �GF. ti �'i \ ., , Dc�i_. \.� �0��> Curve Data Table No. Radius Arc A Bearing Chord C375 245.00' 15.76' 3'41'06" S44'08'35"E 15.75' C446 5357.82' 49.91' 0'32'01 " S40-31-43"E 49.91' C447 5357.82' 49.91' 0'32'01" S41-03-44"E 49.91' C448 5357.82' 49.91' 0'32'01" S41'35'45"E 49.91'_ C449 5357.82' 49.91' 0'32'01" S42TO7'47"E 49.91' C450 5357.82' 49.91' 0'32'01 " S42'39'48"E 49.91' C451 5357.82' 2192' O'14'04" S43'02'51"E 21.92' C452 315.00' 13.06' 2'22'32" N42'55'57"W 13.06' C453 315.00' 78.79' 14'19'50" N34'34'46"W 78.58' C454 315.00' 78.79' 14'19'50" N20-14-55-W 78.58' C455 315.00' 78.79' 14' 19'50" N05'55'05"W 78.58' C456 315.00' 78.79' 14'19'50" N08'24'45"E 78.58' C457 315.00' 78.79' 14' 19'50" N22'44'35"E 78.58' C458 315.00' 78.79' 1 14'19'50" N3704'26"E 78.58' C459 315.00' 78.79' 14'19'50" N51-24-16"E 78.58' C460 315.00' 78.79' 14'19'50" N65-44.06"E 78.58' C461 315.00' 78.79' 14'19'50" N80'03'56"E 78.58' C490 510.00' 51.66' 5'48' 11 " N35.09-31 "E 51.63' C491 510.00' 59.41' 6'40'27" N28'55'12"E 59.37' C492 5667.82' 27.71' O'16'48" S42'26'26"E 27.71' C493 5667.82' 40.83' 0'24'46" S42'47' 13"E 40.83' C494 5667.82' 16.94' 0'10'17" S43'04'44"E 16.94' C495 5.00' 5.87' 6716'38" N10'28'54"W 5.54' C621 5257.82' 247.64' 2'41'55" S40'09'46"E 247.61' C622 5257.82' 20.00' 0*13'05" S41'37'16"E 20.00' C623 5257.82' 219.34` 2'23'25" S42'55'31 "E 219.33' C1020 510.00' 131.95' 14'49'26" N3T59'41 "E 131.58' LS --------- LICENSED SURVEYOR LB ------- LICENSED BUSINESS R.P.------- RADIUS POINT O.R.------- OFFICIAL RECORDS BOOK O/A--------- OVERALL C.C.RI. ------ CERTIFIED CORNER RECORD U.E.------- UTILITY EASEMENT D.E.------- DRAINAGE EASEMENT W.M.E. ------ WATER MANAGEMENT EASEMENT E.I.E.E. ----- EMERGENCY INGRESS/EGRESS EASEMENT L.M.E ------ LAKE MAINTENANCE EASEMENT L.M.AI E. ----- LAKE MAINTENANCE ACCESS EASEMENT P.U.E.------- PUBLIC UTILITY EASEMENT P.S.L!U.E. ---- PRIVATE UTILITY EASEMENT P.I.------- POINT OF INTERSECTION P.C. J-------- POINT OF CURVATURE P.T.------- POINT OF TANGENCY N.T.------- POINT OF NON -TANGENCY P.C.C.------- POINT OF COMPOUND CURVATURE P.R.C.------- POINT OF REVERSE CURVATURE I.Q.E. ------- IRRIGATION QUALITY EASEMENT - ------- INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2"IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. - ------- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" $ - --------- INDICATES (P.R.M.) FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. Line Data Table No. Bearing Length L447 S66'50'35"E 2.19' L868 S45'52'47"W 18.99' L869 N45'52'47"E 1.01' L880 S00'26'03"W 137 85' L881 S66'50'35"E 24 .78' � QCQ. O.7t tJ. WESTERLY RIGHT OF WAY LINE OF WYLDER PARKWAY (TRACT RW) , HEIRLOOM TERRACE ' _ (50.00' PRIVATE RIGHT-OF-WAY) P.T. W V�- 6 TRACT 120 c=2'�9'',�'� w U w (OPEN SPACE) (2.825t ACRES) III N89'33'57*W Cn 639.87' TRACT "C" LTC RANCH WEST (PLAT BOOK 83, PAGES 17-24) SHEET 6 OF 30 PLAT BOOK WESTLY RIGHT OF WAY LINE OF WYLDER PARKWAY (TRACT RW) POINT OF COMMENCEMENT SOUTHEAST CORNER OF WYLDER PARKWAY/ - (TRACT RW), LTC RANCH WEST PHASE 1, , PLAT BOOK 111, PAGES ,1-23 P- \ \ O POINT OF BEGINNING SOOTHERLY MOST CORNER OF WYLDER PARKWAY (TRACT RW), LTC RANCH WEST PHASE 1, PLAT -BOOK 111, PAGES 1-23 PLAT LIMITS l 4�C 401 Ph°� o , o ' 'oo 0 NORTHWESTERLY RIGHT OF WAY LINE OF GLADES CUT-OFF ROAD 10 G , �p SOD G0 o QPGP�� G Q PAGE .0 0 30 .0 120 SCALE: V= .1 Curve Data Table E No. Radius Arc A Bearing Chord C52 400.00' 191.67' 27*27'16" S56'01'40"E 189.84' C53 5512.82' 83.14' 0'51'51" S42'43'57"E 83.14' C54 205.00' 3.42' 0'57'20" S4338'33"E 3.42' C55 160.00' 375.75' 13433' 16" S23'09'25"W 295.16' C82 425.00' 182.89' 24'39'23" S54'37'43"E 181.48' C83 5487.82' 82.77' 0'51'51" S42'43'57"E 82,77' C84 180.00' 3.00' 0'57'20" S43'38'33"E 3.00' C85 185.00' 434.46' 13433'16" S23'09'25"W 341.28' C94 25.00' 37.69' 86'23'06" N70'37'34"E 34.22' C95 375.00' 156.30' 23'52'51" S54'14'27"E 155.17' C96 5537.82 83.52' 0'51'51" S42'43'57"E 83.52' C97 230.00' 3.84' 0'57'20" S43'38'33"E 3.84' C98 135.00' 317.04' 134*33' 16' S23'09'25"W 249.04' C184 425.00' 35.07' 4'43'39" N64'35'35W 35.06' C185 425.00' 53.83' 715'27" N58'36'02"W 53.80' C186 425.00' 51.98' 7'00'28" N51'28'05"W 51.95' C187 425.00' 42.01' 5'39'49" N45'07'56"W 41.99' C188 5487.82' 9.19' 1 0'05'46" S42'20'54"E 9.19' C189 5487.82' 51.12' 0'32'01" S42'39'48"E 51.12' C190 5487.82' 22.46' O' 14'04" S43'02'51 "E 22.46' C191 185.00' 7.67' 2'22'32" N4T55'57"W 7.67' C192 185.00' 46.27' 14'19'50" N34'34'46"W 46.15' C193 185.00' 46.27' 14'19'50" N20'14'55W 46.15' C194 185.00' 46.27' 14'19'50" N05'55'05"W 46.15' C195 185.00' 46.27' 14'19'50" N08'24'45"E 46.15' C196 185.00' 46.27' 14'19'50" N22'44'35"E 46.15' C197 185.00' 46.27' 14'19'50" N37'04'26"E 46.15' C198 185.00' 46.27' 1 14'19'50" N51-24-16"E 46.15' C199 185.00' 46.27' 14'19'50" N65'44'06"E 46.15' C200 185.00' 46.27' 14'19'50" N80'03'56"E 46.15' C230 380.00' 38.49' 5'48' 1 1 " N35'09'31 "E 38.47' C231 380.00' 31.99' 4'49'24" N29'50'43"E 31.98' C232 375.00' 107.01' 16*21'00' N58'00'23"W 106.65' C233 375.00' 49.29' 7'31'51" N46'03'57"W 49.25' C234 5537.82' 27.07' 0'16'48" S42'26'26"E 27.07' C235 5537.82' 39.89' 0'24'46" S42'47'13"E 39.89' C236 5537.82' 16.56' 0*1O'17" S43'04'44"E 16.56' C237 135.00' 5.15' 2'11'14" N43-01-35-W 5.15' C238 135.00' 242.20' 102'47'27" N09'27'45"E 211,00' C239 135.00' 63.06' 26'45'47" N74'14'22"E 62.49' C366 50.00' 0.83' 0'57'20" S4338'33"E 0.83' C368 315.00' 739.75' 134*33'16" S23'09'25"W 581.10' PSL"USD PROJECT NO. 11-642-06C CITY OF PORT ST. LUCIE PROJECT NO. P24-155 N - eo olnt 4 i S u rveyi ng, Inc 528 NORTHLAKE BLVD, STE 1040 / FAX/ (813)'248-2266 ALTAMONTE SPRINGS, FLORIDA 32701 WWW.GEOPOINTSURVEY.COM PHONE: (321) 270-0440 / LICENSEDINESS NUMBER LB 7768 i 3 i I PLAT BK 135 PG 7 SHEET 7 OF 30 PLAT BOOK / •5 / / / S6? S,c C375 O� C224 a: d. `i `9 'Op• $� o�o, SIN D$1 s� �`3i,Q `n'" 00 G R=380.00' `�� 0. SV. � iiO �O. �-n O Dca6 O � O /A-000'57'20" d'"v On ��, O. O. r-C484 G n- CB=N43'38'33"W G0' / �i Quo p' qj S`S6gR. / C218 60 Qg / 9 , (0 9. SS9'. 56 StSt y 7.3 090 lot / / 7 60 0 30 60 120 i / OF N C88 o C, c, SCALE: V = 60' / `�G���\\ .tip �.�\ \ ��%K FOUND 5/8" IRON RODp' p- y A• ?�t9 \ INC7 C243� AND CAP STAMPED LB3591 9p4's PGRESi f2� %p.`flJ'� (0.3' N.)LO SEE DETAIL C --/- FOUND 5/8" IRON ROD I G� p.Y.C213 C2� / �o AND CAP STAMPED L83591 I / r t' N b�o (0.2' N.) ci I cr o. �, co r'� �� a O 6 �� 1 ^moo• `204 1 a 1 o N G ��c9 pO+cJjs pO. O. „� o _ �69 G1 qh o EAST RIGHT OF WAY Irt Li 0, bc LINE OF KESTREL LANE I I J o c m �� o �� �� �O ti �ry M t I 0- �O o o � G L886 C371 I OIT o - nN PLAT LIMITS i I o G4� _ ' - C3)° � co I n C412 577•20..3»E ,3 Cog /v } I 1 C473 R=655.00' _ , ` 29.03�2Q Q 1017 12 E. L=15.00' _ , 0p. a U 3 ( I C 216'� 00 �M 65 �001`18'44" W M.E " C46S S72,20 3 1 " CB=N66'38'09"E LEGEND /ABBREVIATIONS: - E - � - d o ( kqT , 20 0„� 228' C=15.00. E 33p.z2,, LS �--- - - - LICENSED SURVEYOR 1 o N65 - - - LB-1------ LICENSED BUSINESS W r'� N65 49 TRACT 12 ' R.P. --L------ RADIUS POINT (OPEN SPACE) ----- F-" L.a a 21.91' (2.825t ACRES) O.R. -- OFFICIAL RECORDS BOOK t� I~ i O/A - OVERALL a W a ^ ' 670.28' S89'35'34V C.C.R. - - - - - - CERTIFIED CORNER RECORD < 0 O w I N O r.. U.E. - - - - - - - - UTILITY EASEMENT W 'f I I W o D.E.--1------ DRAINAGE EASEMENT Z x I I= m "' rn W.M.E. - - - - - - WATER MANAGEMENT EASEMENT it I I 0 NOT PLATTED E.i.E.E. - - - - - EMERGENCY INGRESS/EGRESS EASEMENT w N I �� I n'� PLAT LIMITS L.M.E. - - - - - - LAKE MAINTENANCE EASEMENT 1 1 ^ x �.6 I!o L.M.A.E. - - - - - LAKE MAINTENANCE ACCESS EASEMENT p, 1 . , .� P.U.E.--- ----- PUBLIC UTILITY EASEMENT � M O ~ �N LL O �N P.S.L.U.E. ---- PRIVATE UTILITY EASEMENT O I W Z N P.I. -- - - - - - - POINT OF INTERSECTION a P.C.-------- POINT OF CURVATURE N I I W N N Q �- - - - - - - - - - o -� P.T.-------- POINT OF TANGENCY Y I (J o CO I TRACT R Orp II to 0 o N.T.-------- POINT OF NON -TANGENCY U 0 I I 0 m cn y a I L882 p� P.C.C. - ----- POINT OF COMPOUND CURVATURE 0 a a F. (TIE LINE) J P.R.C. - - - - - - POINT OF REVERSE CURVATURE � a n ..a O a N z 1� 0 .,C0 � 1 LQ.E. - - - - - - - IRRIGATION QUALITY EASEMENT H I I 1 Gj W N M 1 f --- - - - - - INDICATESa I ( N v1 (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND AP 1''� `4 x "' I �' Y C STAMPED PRM , � I i I / a o L67768" UNLESS OTHERWISE NOTED. n I 3 0� 1 ci L8831 �' a m w a TI>r 1 o r- o 0 1 - - - - - - - - - INDICATES (P.C.P.) PERMANENT CONTROL POINT '25.00' 1 00 �- w I �1'" 11NE)I 1 �rn S a STAMPED "PCPtB7768" V' N a L104 1 .N ►\ i e --- - - - - - INDICATES (P.R.M.) FOUND PERMANENT REFERENCE i 1 C404 I • C4 7.00' P.S.L.U.E. I MONUMENT 5/8 II IRON ROD AND CAP STAMPED PRM NORTH BOUNDARY O e} I (PLAT BOOK 123, L133591" UNLESS OTHERWISE NOTED. 1I OF TRACT 2A 1 Z I PAGES 31-39) ,C377 / 20.00' 1-----'---------J 4.60' 53.96' NORTHEAST CORNER DETAIL "C": N.T. 1 L6 OF TRACT 2A SCALE 1" = 20.00' L105 TRACT 2A LTC RANCH WEST POD 9 PHASE 1 (PLAT BOOK 123, PAGES 31-39) 4 LTC RANCH BEST POD 9 :PHASES 2 AND 3 BEING A REPLAT OF TRACTS 1113211 AND 1113311, LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 ago AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I 11, PAGES I THROUGH 23, 3, - - ;----- -�, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY FLORIDA. LYING IN SECTIONS 9, 15 AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, / � / 21 CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA 18 / 19 t i `�� � a'` % . � 17 '` � j 15 .' / C`t' / SSA• S8159 23 t / 16 -... 40 y"1 29 6 i` 30 - , 12 �• �13' a ..0 !/ _---_ . ..... ._.... ..___.._...._ .._._ .__... _. KEY MAP: SCALE 1" = 1500.00' I Curve Data Table No. Radius Arc Bearing Chord C462 315.00' 17.61' 3*12*12" N88'49'57"E 17.61' C463 555.00�, -60:37' 6'13'58"- S87'17'27"E 60.35' C464 555.00' 63.09' 6'30'46" S80'55'05"E 63.05' C465y /555.00', 163 09' 6'30 46-*N S74'24�1 9"E 63.05, C466 555.00' 63.09' 6'30'46" S67'53'34�E 63.05' C467 555.00' 101.97' 10*31'37" S59`22'22"E\ 101.83' C468 /655.00' 44.96' 3'55'59" N53'47'30"E i 44.95' C4691 655.00' 60.66' 5' 18'22" N58'24, 40"E 160.64' C470 655.00' 63.69' 5*34'17" N63'511.00"E I63.67' C471 655.00' 63.69' 5'34'17" N69'25'17"E 163.67' C472 655.00' 60.66' 5' 18'22" N74'51'37'E/ 60.64 C473� 655.00' 87.02' 7'36'42" N81'19'09jE 86.95' �C474 \655.00' 52.51 4'35'36 "/ N41'05;34"E 52.50'N C475 655:00' 48.52' 4'L4.40" N36;40'25"E 48.51" C476� 655.00' 48"52'- 4'14'40" ,N32*25'45"E 48:51' C477 655A0, _48.52' f :40" N28'11'05"E /48.51' C478 655.00' 1.61' 0'08'26" N25'59'31 "Ei 1.61/ C479 290.00' 37.14' 7'20'13" S29'35'25"W 37:11' Curve Data Table No. Radius Arc 0 Bearing Chord C480 290.00' 38.67' 738'22" S3704'42"W 38.64' C481 290.00' 38.67' 7'38'22" S44'43'04"W 38.64' C482 290.00' 41.09' 8'07'02" S52'35'46"W 41.05' C483 290.00' 41.09' 8'07'02" S60'42'48"W 41.05' C484 290.00' 11.12' 2'11'50" S65'52'14"W 11.12' C485 510.00' 34.19' 3'50'26" N65'02'56"E 34.18' C486 510.00' 51.66' 5*48'11" N60'13'38"E 51.63' C487 510.00' 68.17' 739'32" N53'29'46"E 68.12' C488 510.00' 51.66' 5*48'11" N46'45'54"E 51.63' C489 510.00' 51.66' 5*48'11" N40'57'42"E 51.63' C496 5.00' 5.87' 6716'38" N56'47'44"E 5.54' C497 245.00' 4.08' 0-57'17- S89'55'48"E 4.08' LIMI I J Curve Data Table No. Radius Arc A Bearing Chord C498 245.00' 48.03' 11*13'59" S83'50'10"E 47.96' C499 245.00' 46.46' 10*51'56" S72'47'12"E 46.39' C779 25.00' 40.04' 91'46'10" N88'30'58"W 35.90' C783 5687.82' 52.92' 0'31'59" N42'53'53"W 52.92' C786 380.00' 5.58' 0'50'29" S89'59'12"E 5.58' C873 655.00' 133.15' 11*38'49" N3733'57"E 132.92' C874 655.00' 66.54' 5'49'15" N28'49'56"E 66.51' C1016 655.00' 95.19' 8'19'36" N55'59'18"E 95.11' C1017 65500' 285.49' 24'58'24" N72'38'18"E 283.24' C1019 510.00' 236.44' 26'33'45" N53'41'17"E 234.33' C1133 360.00' 1 6.00' 0'57'20" S43'38'33"E 6.00' C1199 1 19.00-' 27.02' 81'29'37" S40'42'25"W 24 - .0� .F 7'tiV Line Data Table No. Bearing Length L6 S89'57'36"W 78.59' L8 N08'25'32"W 50.00' L75 N31'52'35"E 41.83' L104 N00'02'24"W 56.73' L105 S00'02'24"E 7.14' L447 S66'50'35"E 2.19' L828 S00'24'26"E 20.00' L882 S21'02'08"E 5.12' L883 N80'33'19"E 7.10' L886 N23'21'51 "W 3.18' L888 N89'35'34"E 67.25' L889 S66'50'35"E 11.47' L915 I S00'26'03"W 1 125.57' �R3 4 "�b 19\ rL447 Ij � i I V) (00 � v N I O� � 0 1 P.T. I PAGE Curve Data Table No. Radius Arc A Bearing Chord C 1 165.00' 98.61 ' 34' 14'25" N 1704'49"E 97.14' C2 25.00' 35.61' 81'36'52" N40'46'02"E 32.68' C56 205.00' 3.01' 0'50'29" N89'59'12"W 3.01' C57 400.00' 336.87' 48'15'09" N66'16'52"W 327.00' C86 180.00' 2.64' 0'50'29" N89'59'12"W 2.64' C87 425.00' 336.11' 45'18'45" N6745'03"W 327.42' C88 25.00' 35.89' 82' 15'25" N86' 13'23"W 32.89' C89 525.00' 265.05' 28'55'34" S6706'41 "W 262.24' C90 25.00' 38.41' 88'01'09" N01'48'22W 34.74' C91 525.00' 149.19' 16' 16'55" N34'03'45"E 148.69' C92 420.00' 300.89' 41'02'51 " N46'26'44"E 294.50' C93 380.00' 262.21' 39'3208" N47'12'05"E 257.04' C99 230.00' 3.38' 0'50'29" N89'59'12"W 3.38' C100 375.00' 291.85' 4435'30" N68'06'41"W 284.54' C201 185.00' 10.34' 3' 12' 12" N88-49-57"E 10.34' C202 425.00' 46.23' 6' 13'58" S87' 17'27"E 46.21' C203 425.00' 48.31' 6'30'46" S80'55'05"E 48.28' C204 425.00' 48.31' 6'30'46" S74'24'19"E 48.28' C205 425.00' 48.31' 6'30'46" S67'53'34"E 48.28' C206 425.00' 48.31' 6'30'46" S61'22'48"E 48.28' C207 425.00' 96.64' 13'01'44" S51'36'33"E 96.44' C208 525.00' 28.50' 3'06'35" N54'12'12"E 28.49' C209 525.00' 48.62' 5'18'22" N58'24'40"E 48.60' C210 525.00' 51.05' 5*34'17" N63'51'00"E 51.03' C211 525.00' 51.05' 5*34'17" N69'25'17"E 51.03' C212 525.00' 48.62' 5'18'22" N74'51'37"E 48.60' C213 525.00' 37.21' 4'03'41" N79'32'38"E 37.21' C214 525.00' 31.22' 3'24'27" N40'29'59"E 31.22' C215 525.00' 38.89' V 14'40" N36'40'25"E 38.88' C216 525.00' 38.89' 4' 14'40" N32'25'45"E 38.88' C217 525.00' 38.89' 4' 14'40" N28' 11'05"E 38.88' C218 525.00' 1.29' 0'08'26" N25'59'31 "E 1.29' C219 420.00' 53.78' 7'20'13" S29'35'25"W 53.75' C220 420.00' 1 56.00' 738'22" S37'04'42"W 55.96' C221 420.00' 56.00' 7.38'22" S44'43'04"W 55.96' C222 420.00' 59.50' 8'07'02" S52'35'46"W 59.45' C223 420.00' 59.50' 8'07'02" S60'42'48"W 59.45' C224 420.00' 16.11' 2'11'50" S65'52'14"W 16.10' C225 380.00' 25.47' 3'50'26" N65'02'56"E 25.47' C226 380.00' 38.49' 5'48' 11 " N60' 13'38"E 38.47' C227 380.00' 50.66' 738'18" N53'30'23"E 50.62' C228 380.00' 38.49' 5'48'11" N46'45'54"E 38.47' C229 380.00' 38.49' 5*48'11" N40'57'42"E 38.47' C240 135.00' 6.63' 2'48'47" N89'01'40"E 6.63' C241 375.00' 6.25' 0'57' 17" S89'55'48"E 6.25' C242 375.00' 73.52' 11*13'59" S83'50'10"E 73.40' C243 375.00' 105.38' 16'06'06" S70'10'08"E 105.04' C244 375.00' 106.70' 16'18'09" S53'58'00"E 106.34' C369 50.00' 0.73' 0'50'29" N89'59' 12"W 0.73' C370 555.00' 351.60' 3617'53" N72'15'30"W 345.75' C371 655.00' 380.68' 33'18'00" N68'28'30"E 375.35' C372 655.00' 199.69' 1728'04" N34'39'20"E 198.92' C373 290.00' 207.76' 41'02'51 " N46'26'44"E 203.35' C374 510.00' 368.39' 41'23' 11 " N46' 16'34"E 360.43' C375 245.00' 15.76' 3'41'06" S44'08'35"E 15.75' C376 5667.82' 85.48' 0'51'51 " S42'43'57"E 85.48' C377 165.00' 8.50' 2'57'00" N32'43'31 "E 8.49' C378 5.00' 11.74' 134*33' 16" S23'09'25"W 9.22' C379 360.00' 5.29' 0'50'29" N89'59'12"W 5.29' C380 245.00' 98.58' 23'03'12* N78'52'50"W 97.91' C404� `165.00' 53.70' 18'38'55" N21'55'34"E 53.47' /C462 /315.00' 17.61' 3'12'12" N88'49'57"E 17.61' PSLUSD PROJECT NO. 11-642-06C CITY OF PORT ST. LUCIE PROJECT NO. P24-155 eopoint Surveyinj i S28 NORTHLAKE BLVD. STE 1040 FAX: �(813) 24�-LLVIJ ALTAMONTE SPRINGS, FLORIDA 32701 WWW.GEOPOINTSURVEY.COM PHONE: (321) 270-0440 ,,)LICENSED SINESS NUMBER LB 7768 n I I f 1 PLAT BK 135 PG 8 LTC RANCH VEST POD 9 PHASES 2 AND 3 SHEET 8 OF 30 PLAT 13� 11 1113311, A A RECORDED IN PLAT BOOK 123 PAGES 31 THROUGH 39 BOOK BEING A REPEAT OF TRACTS B2 ANDLTC RANCH WEST POD 9 PHASE I , S , AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I 1 1, PAGES 1 THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 15 AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA FOUND 5/8" IRON ROD AND CAP STAMPED L83591 FOUND 5/8" IRON ROD (0.2' N.) AND CAP STAMPED LB3591 (0.2' N.) SOUTH RIGHT OF WAY A LINE OF WILGROVE LANE (TRACT R) NOT A PART OF THIS PLAT 00, G'� / p \ ��0°. FOUND 5/8" IRON ROD AND CAP STAMPED L83591 LTC RANCH WEST POD 9 PHASE I N.) / �\�� '` �0.2' (PLAT BOOK 123, PAGES 31-39) O° ���� C \ FOUND 5/8" IRON ROD Q�L/G��� ,� 9 ,O, �� �j ,�o' \ AND CAP STAMPED LB3591j.GROVE LANE TRACT R FOUND 5/8" IRON ROD i P$ PEE R NEE c�OOp �v: 00 ^njO ,� C1186 \C,? o ( ) AND CAP STAMPED LB359 0.2' N. PRIVATE RIGHT-OF-WAY) (0.2' N.) (50.00' PRIv, N GN��N '00. �, 8 a �D��,°' `2s2. N P.T. N90 OD Ot7 E 399. 44 P.C. ^+N/ -�l �' /'� W� 9• oo �` `° C251- - 50.00'--55.00' - 55.00'• - 45.00'- -50.00'- 50.00 - 50.00'- 36.69' KEY MAP: MP k) Zug o �"i & oh° Oo ---- --- --- --- --- --- --- ----�� FOUND 5/8-IRON SCALE 1" = 1500.00' I t5006'!' J+� o- -� a+ c^ s d ^� 7.7 i ROD AND CAP ^oo0 X_ A• 0°, ^ �nj� o I [ �'' N 0 I I STAMPED L83591 Lw o 0 0 ►,i Mi rn o c,+o .T8 C506 '° 4>� o 0 0 t [ o cn ..N o o ^ M o 1 o 66. „'+� ^ M o o ci o o f I o _ o I I (0.2' N.) `Jr'• �,/ $ / oo. ¢9 M `�' - ►� 3 o _ p Q vi 0 o 0o 0 "� 0 � � \� v O+ t� N�+S �j• .N e� M N N o t �I N U N a 0� o to o \ S• 6 O 00 aQ 0N0 rm / 0\ -c+ 0 0 G o l 22. ¢� f' CM co m w +n O o t- o[ E-+ w ,n 75V ° o n � r a w ch o w tv U) o Oo o[ N W U +1 W oWWc� W 0I 25.00 �O ' n 0 c- O ^ N ' p ram [ f- p0 M 00 00 Q O p a p ^ I / `j uy O li J n Curve Data Table No. Radius Arc A Bearing Chord C810 45.00' 47.18' 60'03'54" S29'44'56"E 45.04' C811 25.00' 56.32' 129'05'04" SO4'45'39"W 45.15' C813 30.00' 33.64' 64-14'31 " S79-01-47-W 31.90' C1097 185.00' 26.39' 8'10'25" S76'27'38W 26.37' C1098 185.00' 20.01' 6*11'50" S69'16'30"W 20.00' C1099 185.00' 53.10' 16'26'47" S5757'12"W 52.92' C1186 225.00' 0.21' 0-03'14" S56-00.50"E 0.21' .No oo Q 1 �` 0 0 00 CSp o 0 0 0 i cn o 0 0 o o a cV o o I N WEST RIGHT OF WAY o, o� / �/ o. 5 S b o 0 o f t o o `' o 0 o b b LINE OF KESTREL o y 0r\ 9,� (n o 0 0 [ t o N N con voi (n ( O LANE (TRACT R) p. 0: % U) cn [ i 56r C504 7.74' 500025� 4� _ C382 C503 50.00' 55.00' ' t 55.00' 45.00' 50.00' 1 50.00' 50.00' 61.77' f o _ i*+- 0o• - - ` _ _�♦ ♦_5♦0 _D-O _ -_ -- �--\ r - -/ S E"E -_' _W_M••E /- /_ / �/�!a' rn, -,L89_0,41`------13-0-.00- ' 294.51' [ . 00, ( "W- -- fiI . PLAT LIMITS 355.28• 173 `° 0 123 '43'� N81_41'25-200O37155 SF0 SWM.e 42„W '20.00' W.M.E 2000� 10.00un 77.$`,S89'57'36TRACT9 54 339.90N (FUTURE DEVELOPMENT) _ __-♦--- N81412 ao� o �o (15.775t ACRES) 7------130.00----- I s 1 ♦ c,, 'O /tn - i �,- - t ♦ \ O. / r�/j 10. CLC10' 00 " 0 2.73' 122 \ y ♦ o,�� R=1390.00 N26' 17'00 E O i, LO vi it 0.� M \ \ ♦♦ �� L=174.43' 72.48'�tii^ry 7150 SF 3 a t a \ y ♦ i^� �. C633 / A=007-11'24" i ry�O/ off. S89'57'36W 130.00' I I ,N U \ \ <2 ♦ �% C6 CB=S86'14'23"E \ ♦ TRACT 9 •o \ '13� \ 34 C=174.32' 2i 7.00' U.E. Oj AO ►--� C1098 /C8 28.14' �12.31 29.26' _ PLAT BOOK 123 o ' \ ♦ N� / \ \\ \ N� ♦♦ (�(15.775t DEVELOPMENT) S) 1p97 G6�� / R`�20.p0,� _ _ _-20.00' L.M.E. N89'S7'36"E 79.71' o ( PAGES 31-39) I o O E"' a O \ ♦ \ C ` I/ 4� �05, -- - - _\ - - - � 121 6500 SF � En N \ C 013 4 R=1410 00' .. N I I w E--+ \ \ • 1 g 1k e`N7. 743 L=176.94' \ S89'57 36-W 130.00 ►-a a \ �♦ G 99 65 �'�$S � C, 8848 W a=007'11'24" R=60.00' \� 0 5.00' P.S.L.U.E. .-a x 00 �0 A CB=N86'14'23"W L�94.03 \ \ ♦ i500 D� 6� \ o o (PLAT BOOK 123. o O rL U m ♦♦ / R',60�5 Gg�S �8. C=176.83' G�089'4T41" o PAGES 31-39) I oo o Z ►- O \ O'n ♦ \/ �.�$ t�90Z1+N / 0' C[3-N44'56'15"W \ ►� 120 6500 SF I +n I p Q g \ o- top ♦ y0 \ / .� 6°;08 a C=84.70' i� S89'57'36"W 130.00' I x v `� z G6 TRACT S.M.T. 19 I U \' G \ ♦ 1���� �$5 do (W.M.A.E./I.O.E.) MI N o \ \ ♦♦ 8'�1"E / R��694 Ak (3.037t ACRES) R=25.00' �I oo 00 650C A \ \ ♦ N69 �ME' .0� 9 S'� g L-39.27' I o U*) \ \\ ♦ 20' 569 �8 G8 Gy S89'57'36"w " CB=N44C=35.36' ! 1- _.-_N89'5736--30 ----- / -----� � 0 11 IN� \ / 20.00' L.M.E. 0 650C \ \ N �"&.1nik �E '0 N89'S7'36"E 353.15' ,� [ ,,, \ \ v Iv ��O�Stk'���5i C502 40.79' S2.50' [ /i 52.50. 50.00' 50.00' 50.00' 50.00' ci FOUND 5/8" IRON 1 `1 . 14.13 S89'57'36"W a ROD AND CAP t 130.00' STAMPED L63591 ."I t 7.36' 0.87' (0.2' N.) C773 / G5° 0 0- -W I I 0 0 0 0 0 7 0 01 i \ \ C772 // G� o 0 0 0 0 0 Nt LL_ C'.o%_ o Lo 117 N o° o o 0 13182 SF 2S CC'o oO Uj O o c0 N c0 N co N 0 N co N O fR1j JP I / W N Z 1 N N (V N N / 0 0 1 1 0 0 0 0 0 0 0 0 \C37- Lq �.� a I 1^ o o o o o // /G�� /4.6� cT ° o \ cp. 0 �w / o �� o z 1 1 z z. r N ��-A \ , �p S+ C250 --- 1 1 -- Z -- Z -- Z --- ---/ - 22.36 +\ s \ i 3 V �Y w c^ �,\ \ \ �gi / �S° i0'� 40.79' - 52.50, ' 1-52.50',v •50.00'- 50.00' - 50.00'- '-50.00'- \ /� • I\ 4 \cvo �\ Ng4S .4 `G °O• / G`L�` N89'S7'36"E 368.15' o FOUND 5%8" IRON ROD AND S802' , L207 10426 F KESTREL LANE N89'57'36"E 368.15' TRACT R-1 CAP STAMPED L,63591 (0.2' N.) I C,\ C626 ' m P.I. (50.00' PRIVATE RIGHT-OF-WAY) to- LEGEND560f(ACRES) o J C39 / /ABBREVIATIONS: 297.44' s89.57'3e"w � U') � � P 2p \ N64. I U R.P. G'`°1 i L 1 I S C' \ S8' ' 1 50.00 39.42' T 51.00'--50.00'- 50.00'-50.00'--50.00' - - L5-------- LICENSED SURVEYOR I OF \ \ (N,p��2 - - - - - - - - - - - - - - \ S6 �)? \ \ �+� C245 t 1 - oN NORTHWEST CORNER LB -------- LICENSED BUSINESS I `S8� ; 92' \ °� � o t 1 0 ? o j o0 0 o r` OF TRACT 2A R.P.- - - - - - - RADIUS POINT ? t 1 O.R. - - - - - - - - OFFICIAL RECORDS BOOK .36206, \ \ ?9� ��\ \ C246 � N 0 W t M � � M 0 M �:W M N64 S8, \ \ \ C247 /�� 0 0 N N oo Cfl N a L17 r- IT � Cf) � N ------- r w r-0 04 00 W - CO W 00 w 00 W 00 W 0 A OVERALL '9T L' 02 \ ro /" _ 1 o o � O o o r- 0 o ;� O- ,� -�-... CN \ \ '0/O� / " N r. 00 cv f` � N co N N (00 N ((� CI.C.R- CERTIFIED CORNER RECORD F, S \ \ 4O O N Z ( O O O U.E. - ------ UTILITY EASEMENT FF \ /rw o 0 t 1 0 S \ /ti ^ o 0 0 0 0 o b b- O-� DLE. ----- -- DRAINAGE EASEMENT h'FFT \ \/ con m i i `° m m N m voi O 73 O,c /�O° 1 1 V+ .M.E ------ WATER MANAGEMENT EASEMENT 30 /ry t t 1 00' S1 00' S0 00' S0 00' 50 00' 50 00' WEST BOUNDARY OF TRACT 2A Line Data Table No. Bearing Length L39 S55'59'13"E 130.65' L42 S00'02'24"E 50.00' L60 N00'02'24"W 25.00' L207 S88'31.06"W 34.20' L208 N59'46'53W 41.94' L210 N31'57'54"W 52.82' L423 N19'58'02"W 36.65' L424 S19'58'02"E 50.71' L730 S64.58'02"E 55.40' L731 S59-46'53"E 41.94' L732 N00'02'24"W 44.27' L829 S00'02'24"E 20.00' L890 N00'00'00"E 2.23' L891 NOO-00-00"E _ 17.77' E,I.E.E ----- EMERGENCY INGRESS/EGRESS EASEMENT �6720, 5 S89'S7'36"W 302.00' L!M.E. ------ LAKE MAINTENANCE EASEMENT / 9)2615 �' L!M.A.E ----- LAKE MAINTENANCE ACCESS EASEMENT / TRACT 9 225.00' S89057361Y P.U.E.------- PUBLIC UTILITY EASEMENT (FUTURE DEVELOPMENT) :W PLAT LIMITS P_S.L.U.E. ---- PRIVATE UTILITY EASEMENT PL1.-------- POINT OF INTERSECTION 'o (AC ES) N O O P.C.-------- POINT OF CURVATURE \ \ O O NOT A PART OF THIS PLAT PILT.-------- POINT OF TANGENCY \ FRS. VOj N'.T.-------- POINT OF NON -TANGENCY \ PI.C.C.------- POINT OF COMPOUND CURVATURE os?� TRACT 2A PR.C.------- POINT OF REVERSE CURVATURE rl LTC RANCH WEST POD 9 PHASE I I.6.E-------- IRRIGATION QUALITY EASEMENT i (PLAT BOOK 123, PAGES 31-39) -ti--------- INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM / ` LB7768" UNLESS OTHERWISE NOTED. / --------- INDICATES (P.C.P.) PERMANENT CONTROL POINT / STAMPED "PCP LB7768" -b---------- INDICATES (P.R.M.) FOUND PERMANENT REFERENCE , MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. .o 0 30 .0 1 120 1imi wed SCALE: 11" .1 Curve Data Table No. Radius Arc A Bearing Chord C35 25.00' 34.24' 78'27'47" N84'46'54"E 31.62' C36 225.00' 133.57' 34'00'47" S72'59'36"E 131.62' C37 25.00' 39.25' 89'57'36" S45'01'12"E 35.34' C38 115.00' 180.64' 90'00'00" S44'57'36"W A62.63' C39 165.00' 18.00' 6' 15'07" N86'50'03"E 18.00' C101 25.00' 30.77' 70'31'44" S54'41'44"W 28.87' C102 50.00' 218.63' 250'31'44" N35'18'16"W 81.65' C103 225.00' 85.04' 21'39'19" S56.22'40"W 84.54' C245 25.00' 12.04' 2736'02" S76'09'35"W 11.93' C246 25.00' 18.73' 42'55'42" S40'53'43"W 18.30' C247 50.00' 83.43' 95'36'06" N6T13'55"E 74.08' C248 50.00' 90.27' 103'26'27" S13'14'49"E 78.50' C249 50.00' 37.85' 43'22'31 " S60'09'40"W 36.95' C250 50.00' 7.08' 8'06'40" S85'54' 16"W 7.07' C251 225.00' 39.63' 10*05'26" S84'57'17"E 39.57' C252 225.00' 46.87' 11-56'03" S73-56-32"E 46.78' C253 225.00' 46.87' 11*56'03" S62'00'29"E 46.78' C381 180.00' 254.64' 81'03'17" N49'25'57"E 233.93' C382 355.00' 210.74' 34'00'47" N72'59'36"W 207.66' C383 355.00' 45.25' 7*18'14" S63'33'12"W 45.22' C500 180.00' 92.89' 29.34'06" S23'41'22"W ' 91.86' C501 180.00' 136.27' 43'22'31 " S60'09'40"W 133.04' C502 180.00' 25.48' 8'06'40" S85'54'16"W 25.46' C503 355.00' 62.52' 10*05'26" S84'57'17"E 62.44' C504 355.00' 73.94' 11'56'03" S73'56'32"E 73.81' C505 355.00' 73.94' 11'56'03" S62'00'29'E 73.81' C506 355.00' 0.33' 0'03' 14" S56'00'50"E 0.33' C626 45.00' 20.82' 26'30'52" N78' 13'28W 20.64' C627 45.00' 51.25' 65-15'03" N32'20'30"W 48.52' C628 25.00' 26.21' 60'03'54" N29'44'56"W 25.02' C629 45.00' 101.38' 129'05'04" N04'45'39"E 81.26' C630 165.00' 56.37' 19'34'23" N59'31'00"E 56.09' C631 185.00' 99.50' 30'49'02" N65'08'19"E 98.31' C632 125.00' 73.39' 33'38'19" N63'43'41"E 72.34' C633 50.00' 56.06' 64' 14'31 " N79'01.47"E 53.17' C634 300.00' 72.23' 13'47'43" S75'44'49"E 72.06' C770 45.00' 35.34' 45'00'00" S42'28'02"E 34.44' C771 25.00' 19.63' 45'00'00" S42'28'02"E 19.13' C772 5.00' 3.35' 38*24'15" N39'10'09"W 3.29' C773 25.00' 0.62' 1'24'36" N59'04'35"W 0.62' C787 25.00' 42.05' 96'22'46" N66'50'35"E 37.27' C808e, 25.00' 1 28.47' 65-15'03" S32-20'30"E 26.96' I PSLUSD PROJECT NO. 11-642-06C CITY OF PORT ST. LUCIE PROJECT NO. P24-155 I I I } eopoint Survey �ng, n c. S28 NORTHLAKE BLVD, STE 1040 / FAX: (81'3) 248-2266 ALTAMONTE SPRINGS, FLORIDA 32701 WWW.GEOPOINTSURVEY.COM PHONE: (321) 270-0440 LICENSED BUSWESS NUMBER LB 7768 I 9 i PLAT BK 135 PG 9 LEGEND / ABBREVIATIONS: LS-------- LICENSED SURVEYOR LB — — — — — — LICENSED BUSINESS R.P. — — — — — -- RADIUS POINT O.R. — — — — — — — OFFICIAL RECORDS BOOK O%A------- OVERALL C.C.R. ------ CERTIFIED CORNER RECORD U.E.-------- ' UTILITY EASEMENT D.E.-------- DRAINAGE EASEMENT W.M.E. ------ WATER MANAGEMENT EASEMENT E.I.E.E. ----- EMERGENCY INGRESS/EGRESS EASEMENT L.M.E. ------ LAKE MAINTENANCE EASEMENT L.M.A.E. ----- LAKE MAINTENANCE ACCESS EASEMENT P.O.E.------- PUBLIC UTILITY EASEMENT P.S.L.U.E. ---- PRIVATE UTILITY EASEMENT P-I-------- POINT OF INTERSECTION P.C.-------- POINT OF CURVATURE P.T.-------- POINT OF TANGENCY N.T.-------- POINT OF NON -TANGENCY P.C.C.------- POINT OF COMPOUND CURVATURE P.R.C.------- POINT OF REVERSE CURVATURE I.Q.E.------- IRRIGATION QUALITY EASEMENT -�--------- INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED"PRM LB7768" UNLESS OTHERWISE NOTED. QQ-------- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" -a L -------- INDICATES (P.R.M.) FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. j LTC RANCH WEST POD 9 PHASES 2 AND 3 BEING A REPEAT OF TRACTS 1113211AND 1113311, LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE I, AS RECORDED IN PLAT BOOK I I I . PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 15 AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA o I Cr u 01 o_ F— r w 1 c=n I w r w �r w _Z r -j I = r IU— I Q I � I I r I I R=45.00' L-70.69' r =090100'00* CB—S4916'52"E _ r C-63.64' r I � (7.826t ACRES) R=25.00' AMENITY CENTER TRACT L=28.97' A-066'23'C4" LL836 CB-N34'00'47-E (TIE C=27.37' LINE) 7. C519 M "5 TO 0� , 1 1 PLAT 1 s SHEET 9 OF 30 I �5 PAGEBOOK 25.00' x H oQ ato O� a i O W = t h LO 0 O � ram► v V U a -----PLAT LIMITS WEST RIGHT OF WAY LINE OF GLYNLEA BOULEVARD SOUTH (TRACT R) FOUND 5/8-IRON ROD AND CAP STAMPED LB3591 (0.2' N.) ,y •r 0 210 410 :0 ,0 Line Data Table No. Bearing Length L38 S44'27'00"E 50.00' L836 N89'10'45"W 20.00' PSLUSD PROJECT NO. 11-642-06C CITY OF PORT ST. LUCIE PROJECT NO. P24-155 G 0-4 i eoPoInt Surveying, Inc. 528 NORTHLAKE BLVD, STE 1040 FAX: / 1(813) 248 2266 ALTAMONTE SPRINGS, FLORIDA 32701 WWW.GEOPOINTSURVEY.COM PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 PLAT BK 135 PG 10 j KEY MAP: SCALE 1" = 1500.00' Curve Data Table No. Radius Arc d Bearing Chord C254 225.00' 44.61' 11*21'34" N7T53'06"E 44.54' C255 225.00' 28.09' 7'09' 15" N82'08'31 "E 28.08' C384 355.00' 114.71' 18'30'49" S76'27'44"W 114.21' C389 25.00' 39.27' 90'00'00" S49'16'52"E 35.36' C390 65.00' 102.10' 90'00'00" S49' 16'52"E 91.92' C507 355.00' 70.38' 11*21'34" N72'53'06"E 70.27' C508 355.00' 44.33' 7'09'15" N82-08-31"E 44.30' C629 45.00' 101.38' 129'05'04" N04-45-39"E 81.26' C637 65.00' 65.23' 57 29'52" S24'28'04"W 62.53' C748 144.96' 78.85' 31'10'00" N80'13'09"E 77.89' C749 150.00' 107.56' 41'05'00" N75' 15'39"E 105.27' C750 80.00' 50.41' 36'06'06" N72'46'12"E 49.58' C1230 355.00' 60.38' 9'44'43" N72'04'41"E 60.31' C1231 355.00 20.00' 3'13'42" N7833'53"E 20.00' C1232 355.00' 34.33' 532'24" N82'56'56"E 34.31' LTC RANCH WEST POD 9 PHASES 2 AND 3 BEING A R EPLAT OF TRACTS 1113211 AND 1113311, LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I 11, PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 15 AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA • LTC RANCH WEST NOT A PART OF THIS PLAT POD 9 PHASE 1 AMENITY CENTER TRACT ♦ (PLAT BOOK 123, PAGES 31-39) SOUTH BOUNDARY OF S89" 10'45 "E 817.35' AMENITY CENTER TRACT G150 L3790 687.35' 707.59' MATCHLINE - _ - - - - LTRACT S.M.T_ 14 �A) 6p00'662.59' N89'10'45"W 31• SEE SHEET 20 OF 30 81 / C74 ` S84't l'51 "E 101.25' C149 / Og.6 p6'06- PLAT LIMIT M 00 �R 124.96 - 101.25' N84' 11 'S 1.W - _ R- 19p �c Cr , 0 /�i L=67.9T " f ' SB013'09"W p.04�0 +g9s 20.00' L.M.E. W GB�G,67.14' CB=C759 13 _ �U) �w TRACT S.M.T. 14 CO (W.M.A.E./I.O.E.) z (7.826t ACRES) � � U � ' Q N85'43'0_ - - \ �20.00 L- g14.04 \ (N85'43'08"E m � C'�9O m' m-i o TRACT A + o w (FUTURE DEVELOPMENT) + .� o� (7.417t ACRES) CD 00 o + 0 i 0 T 7.00 UE -- _----- 1004.04 /TRACTR-2 ' -- - N85'4So8"E 1163.23' SHEET 9 OF 30 `- - -- - - - - - - E�$OULEV� D SOUTH 5s1.61 N MATCHLINE -SEE C255 v' i GI.YNL (2.257f ACRES o- �� -50.00'24.95'_ -1 cn P.o.� RIGHT-OF-WAY) 50.00' �50.00- - - - ' 0 581.62' S85'43'08"W (50.00' PRNATE S85'43'08"W-50A0'- '-\ 1163.23' 1163:23_- 50.00' --t N 0 r -50.00'' i j fn o 41 o c 55.00' i- N v'` o 0 .P o IO °'0 50.00'_ o 0ro-50.000 cn -50000 �-50.00'-p C\ CIt On T �Wr Ocrt p. o fTNN O T1O En CI _a rn O P. 0 0 / Ln 4m n a)rn N iw I o wo m o C3i c0 to -n W/ Wo o r LEGEND I ABBREVIATIONS: LS- - - - - - - - LICENSED SURVEYOR LB - - - - - - - - LICENSED BUSINESS �.P.- - - - - - - - RADIUS POINT b.R.-------- OFFICIAL RECORDS BOOK 6/A-------- OVERALL LC.R. - - - - - - CERTIFIED CORNER RECORD 6•E- - - - - - - - - UTILITY EASEMENT b.E-- - - - - - - - DRAINAGE EASEMENT �/.M.E. - - - - - - WATER MANAGEMENT EASEMENT LLE.E. - - - - - EMERGENCY INGRESS/EGRESS EASEMENT L.M.E- - - - - - - LAKE MAINTENANCE EASEMENT L.M.A.E. - - - - - LAKE MAINTENANCE ACCESS EASEMENT P.O.L. - - - - - POINT ON LINE P.U.E.- - - - - - - PUBLIC UTILITY EASEMENT !P.S.L.U.E. ---- PRIVATE UTILITY EASEMENT P,I•- - - - - - - - POINT OF INTERSECTION P.C.- - - - - - - - POINT OF CURVATURE P.T.- - - - - - - - POINT OF TANGENCY N.T.- - - - - - - - POINT OF NON -TANGENCY P.C.C.- - - - - - - POINT OF COMPOUND CURVATURE P.R.C.-------- POINT OF REVERSE CURVATURE I.Q.E.- - - - - - - IRRIGATION QUALITY EASEMENT .f- - - - - - - - - INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. - - - - - - - - - INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" -�-------=- INDICATES (P.R.M.) FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. SHEET 10 OF 30 I PLAT BOOK I3S G? O� Cn a (T O O� O O N � W O O O - rn cn rn N w_ N o� m 0 I0 10 -.. U) -n w 0 0 0 _�- Gg07Ar • _---- �, a' c°'n N o -' m o cJ� rn 0 W cn N to N INn '' W o o $ r r , _G38 - -♦- ?i rn N cn _a ns O rn O CJ1 P (/) I s1 p O _ " _ 0 0 SE ♦� ori o Ln m N0) N� � N.i -n I m I r 0 0 24.95'I C508 _ _ > -1 N81.41'2 o Oo cn -n -n o Wo o i rn ,/ 50.00" 50.00' S0.00 L917 r r 1 _355_28 ♦1 ny - - Ln LA -n o 0 0 0 � i 50.00'� 50.00' S0.00 - - - - - _ -I -r _ � _ fiN81' g,90 E ♦♦<2tn 0 0 I i 55.00' S0.00 20.00' W.M.E. _/ _ _ - - - " 1 \ \ 1'33 ♦♦ + 55.00' 743.22' _ -/.� _ I- 50.00 S0.00' - 1.62' - - - - - 485.24' 50.00' - - ' S85'43 08"W _ _ _ - - - - N85'43 08 E \ ♦♦ �� 00+ 50.00' 63.23'(O/A) 1163.23 _ _ _ _ - - " 1 SEE DETAIL "D"J/ \ \ ♦�N 50. 1 S S85 43 08 W - \ / • � SO4'16'52"E 77.22' 301.99 '' E. - \ ♦ 0 r°'i N1539g3 E � - - 20'p0 -N 3�g.o�''+ \ \ ♦gyp Ln \ - � �, \ 20.31r,\ �\ 00. ° j - 1.52• C637 TRACT 921 `�\\ <� \ o� ♦♦♦ � (FUTURE DEVELOPMENT) 2 r',fl�\ .� \ � ♦ � (15.775t ACRES) \ 14 L213 - L212 n2 \ � L216 L215 L2 L217 TCH1-ENE - ' rZrl �ti,$ grE SHEET 12 OF 30 L219co / rn m l 2� 4937 w S83' L222 78.13' / ` -- h OTC w °' / 25.12' 20p0-CMG-j-, - 484 62 see MP�C\A' i PAGE � 0 30 .0 120 IIii ml .1 Line Data Table No. Bearing Length L211 N62'01'46"W 35.57' L212 N88.35'57"W 48.28' L213 N88'02'06"W 39.46' L214 S78'28'23"W 34.00' L215 S81'46'52"W 31.70' L216 S86'55'34"W 25.71' L217 S80'33'02"W 43.25' L218 S60'27'31 "W 54.42' L219 N85'02'17"W 46.24' L220 S40'56'52"W 40.94' L221 S66'50'09"W 45.95' L222 S8525'00"W 53.32' L375 S89'10'45"E 20.24' L893 N11'26'07"W 28.26' L916 S11'26'07"E 31.35' L917 N85'43'08"E 55.46' r r o r 142 1 0. 1 r co r _C12-.-- 1'C1232- 4.18' r 1 r 20.00' 1 1 r ,.67 1 N ors 0 w W.M.E. 1 1 10 �� 1 1N V, ( TRACT 9 \\ ' \\ �----- -- - DETAIL SCALE 1" = 20 00' PSLUSD PROJECT NO. 11-642-06C CITY OF PORT ST. LUCIE PROJECT i NO. P24-155 ! I f E i } eoppI Clt Surveying, Inc. 528 NORTHLAKE BLVD, STE 1040 FAX: (813) 248-2266 ALTAMONTE SPRINGS, FLORIDA 32701 WWW:GEOPOINTS6RVEY.COM PHONE: (321) 270-0440 / ENSEBUSINESS NUMBER LB 7768 PLAT BK 135 PG 11 KEY MAP: SCALE 1" = 1500.00' Line Data Table No. Bearing Length L223 N25'26'51 "W 41.50' L373 N16'24'29"W 50.10' L374 N 15'05' 10"W 43.53' L840 N04' 16'52W 20.00' L841 N38'05' 18"E 20.00' L870 N5439'45W 18.45' L871 N54'39'45"W 1.66' L872 N51'50'53"E 114.16' \ ♦ 2 \ c> C / LU RANCH, WEST POD 9 PHASES 2 AND 3 BEING A REPLAT OF TRACTS 11132" AND 1113311, LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I 11, PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 1 S AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA 9 OF ESN '�� R�16a6pp" � SE _ 4"w MPS / -pip CB C�16g16 ; �E'7 . V `Lo p0 i i t c� "5 TRACT S.M.T. 14 i - (W.M.A.E./I.O.E.) .� 00 (7.826t ACRES) C.) - R=665.00'- 01 (0 6=oO7'03'57" N85'43'o8"E B=N8914.O - - _. m � 2'1110 E - �20.00' L.M.E. C U) 914.04' 6 m C761 N85'43'08"E v _ �m 'o so �w �o 3� �,5�� �G650699 TRACT] A (FUTUR417f%ACRES)LOP ) t 7.00' U.E It �7.00' P.S.L.U-E -'� 1004.04'- 1163.23' cr v N85'43'08"E o - � VARD SOUTH 581.62' i J / r•T v1�T1 F A RQULE ca5.43'08"W n v0, v S.0 AS .0 so. i O' W LEGEND i / ABBREVIATIONS: LS - - - - - - - - LICENSED SURVEYOR LB -------- LICENSED BUSINESS R.P;-------- RADIUS POINT O.R.-------- OFFICIAL RECORDS BOOK O/X-------- OVERALL C.CR. ------ CERTIFIED CORNER RECORD U.E! -------- UTILITY EASEMENT D.EJJ-------- DRAINAGE EASEMENT W.M.E ------ WATER MANAGEMENT EASEMENT E.I.E.E. ----- EMERGENCY INGRESS/EGRESS EASEMENT LM E. ------ LAKE MAINTENANCE EASEMENT L.M.A.E. ----- LAKE MAINTENANCE ACCESS EASEMENT P.UE.------- PUBLIC UTILITY EASEMENT P.S L.U.E. ---- PRIVATE UTILITY EASEMENT P.I. - - - - - - - - POINT OF INTERSECTION P.0 -------- POINT OF CURVATURE P.T.I -------- POINT OF TANGENCY N.T. -------- POINT OF NON -TANGENCY P.0 IC. ------- POINT OF COMPOUND CURVATURE P.R IC. ------- POINT OF REVERSE CURVATURE I.Q.E.------- IRRIGATION QUALITY EASEMENT r• ---------- INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. QQ -------- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" $ -------- INDICATES (P.R.M.) FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. / (15.775t ACRES) l\1g8.42 \ S 20 00, S70. 3. 8" 33., �0 ` ,.���� �� ,ew sy ` `10 ` /136' N _-- JA-040'55'35" r CB=N73'49'05"W C-66.42' R=45.00' can 7 / L=83.70' �l TRACT S.M.T. 20 �1os•3'j TCB=N00'04'09'\V\V (W.M.A.E./I.Q.E.) C-72.1 E; (1.726f ACRES) R=110.00' / AD L=109.16' 6-056'51'34" / CB=N24'47'13"E C=104.74' R=220.0I0' 10s L=91.13' \ A-023'44'03" / Q,o' h^ ^l�. �n j, d' CB=S50'57'40"E // Co. 10 I C=90.48' -J o N Q)� r R=40.00' a li ti , m L=84.34' a A-120'48'53" 07 CB-N56'45'52"E + j m 71 t C-69.56' \(n 0. VJr. o 7. `L k� ��. � w kh F, o t 52a5���' � " , U23 �2 572,5, 50 12 OF 30 13 42 20 4g ` ` V 4g4 62 gEE SNW y , y , y p y i p y SHEET 11 OF 30 PLAT BOOK I {9{ 9 E 1 PAGE 3� r 60 0 30 60 120 SCALE: V = 60' Curve Data Table No. Radius Arc A Bearing Chord C60 400.00' 355.44' 50'54'49" S60'15'44"W 343.86' C61 400.00' 50.16' 7'11'04" S38'23'52"W 50.12' C105 375,00' 333.23' 50'54'49" S60'15'44"W 322.37' C106 425.00' 53.41' 7'12'02" S38'24'20"W 53.38' C 107 375.00' 47.14' 7' 12' 11 " N38'24'25"E 47.11 ' C108 425.00' 377.66' 50'54'49" N60'15'44"E 365.36' C256 375.00' 39.23' 5'59'40" S82'43'18"W 39.22' C257 375.00' 73.52' 11'13'59* S74'06'28"W 73.40' C258 375.00' 73.52' 11*13'59" S62'52'29W 73.40' C259 375.00' 73.52' 11'13'59* S51'38'30"W 73.40' C260 375.00' 73.43' 1 1' 13' 11 " S40'24'55"W 73.32' C261 425.00' 3.95' 0'31'55" N35'04'17"E 3.95' C262 425.00' 49.46' 6'40'07" N38'40'18"E 49.44' C263 425.00' 3.66' 0'29'38" N42' 15' 11 "E 3.66' C264 375.00' 33.60' 5'08'00" N39'26'31 "E 33.59' C265 375.00' 13.55' 2'04'12" N35'50'25"E 13.55' C266 425.00' 6.62' 0'53'35" S35'15'07"W 6.62' C267 425.00' 371.03' 50'01'14" S60'42'31"W 359,36' C385 245.00' 217.71' 50'54'49" S60'15'44"W 210.62' C386 555.00' 188.94' 19'30'20" S44'33'30"W 188.03' C387 50.00' 60.02' 68'46'58" N0737'43"E 56.48' C509 245.00' 25.63' 5'59'40" S82'43'18"W 25.62' C510 245.00' 48.03' 11' 13'59" S74'06'28"W 47.96' C511 245.00' 48.03' 11*13'59" S62'52'29"W 47.96' C512 245.00' 48.03' 1 1113'59" S51'38'30"W 47.96' C513 1 245.00' 47.98' 11' 13' 11 " S40'24'55"W 47.90' C514 555.00' 5.15' 0'31'55" N35'04'17"E 9.15' C515 555.00' 69.38' 7'09'45" N38'55'07"E 69.33' C516 555.00' 114.41' 11*48'40" N48'24'20"E 114.21' C637 65.00' 65.23' 57'29'52" S24'28'04"W 62.53' C641 90.00' 103.96' 66'11'02" N72'11'10"W 98.28' C643 45.00' 27.88' 35*30'13" N34'09'35W 27.44' C744 45.00' 76.47' 97'21'35" N3335'37"E 67.59' C745 572.00' 236.51' 23'41'27" N70.25'41 "E 234.83' C746 400.01' 141.43' 20'15*30" N68'42'43"E 140.70' C747 660.00' 163.64' 14' 12'20" N71'44' 19"E 163.22' C761 645.00' 121.64' 10'48' 18" S80' 18'59"W 121.46' C814 1 25.00' 80.12' 183*37' 13" S09'32' 12"E 49.98' C815 25.00' 60.05' 137'37'50" S16*54'13"W 46.62' C1083 555.00' 10.00' 1'01'57" N35'51'13"E 10.00' C1084 245.00' 165.85' 38*47'12" S54'11'55"W 162.71' C1085 **245.00' 51.66' 12'07'37" S79'39'20"W 51.76' C1201 50.00' 37.89' 1 43*25'13" N05'03'09"W 36.99' C1202 50 00' 20:1.4' 23'04'26" N28'11'40"E 1 20.00' \ s PSLUSD PROJECT NO. 11-642-06C CITY OF PORT ST. LUCIE PROJECT NO. P24-155 eo,P• q nit u rveyi ng, Inc 528 NORTHLAKE BLVD, STE 1040 FAX: (813) 248 ALTAMONTE SPRINGS, FLORIDA 32701 WWW.GEOPOINTSURVEY.COM PHONE: (321) 270-0440 LICENSED NUMBER LB 7768 PLAT BK 135 PG 12 LTC RANCH WEST POD 9 PHASES 2 AND 3 BEING A REPLAT OF TRACTS 11132" AND "133", LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 r AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I 11, PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 15 AND 16 TOWNSHIP 36 SO UTH, RANGE 39 EAST, � � 21 = _``"� CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA KEY MAP: SCALE 1" = 1500.00' Line Data Table No. Bearing Length L211 N62'01'46W 35.57' L212 N88'35'57"W 48.28' L213 N88'02'06"W 39.46' L214 S78'28'23W 34.00' L215 S81'46'52W 31.70' L216 S86'55'34"W 25.71' L217 S80'33'02"W 43.25' L218 S60'27'31 "W 54.42' L219 N85'02'17"W 46.24' L220 S40'56'52"W 40.94' L221 S66'50'09"W 45.95' L222 S85'25'00"W 53.32' L223 N25'26'51 "W 41.50' L289 S19'57'02"W 29.65' L290 S29'37'43"W 30.98' L291 S44'40'43"W 42.02' L292 S36'04'33"W 45.7V L293 S10'39'55"W 46.44' L294 S2TO5'08"W 43.21' L295 S24'14'15"E 43.48' L296 S46'53'00"E 31.74' L297 S24'14'15"E 19.13' L298 N04'07'37"W 18.49' L299 S19'57'02"W 32.36' L300 S29'37'43"W 41.82' L301 S44'40'43"W 44.86' L302 S36'04'33W 30.68' L303 S10'39'55"W 42.38' L304 S27'05'08"W 53.63' L305 S34'25'44"W 28.69' L306 S24'14'15"E 26.87' Line Data Table No. Bearing Length L338 S71'33' 14"W 26.00' L339 N68'30'03"W -15.44 L340 S52'40;50"W 12.49' L341 S39'51'17"W /52 02' L342 iS07'03'53,W 59.58' L343 S09'11'06"W 37.30' L344 N52'40'50"E 22.21' L345 N39'51'17"E 31.69' L346 N07'03'53"E 45.79' L347 N09'11'06"E 25.54' L348 N 19' 17'07"W 38.60' L349 N 15'50'41 "W 38.27' L350 N14 32'02"W 43.71' Line Data Table No. Bearing Length L351 N26'33'19"W 39.25' L352 N77'16'50"W 47.64' `L353 N40-26.09"W 46.03' L354 N58'05'18"W 32.17' L355 �S64'37'02"W 47.19' L356 S12'15'28"W 43.05' L357 S02'46'18"W 33.47' L358 S08'40'58"E 31.81' L359 S31"32'52"W 27.93' L360 S03'56'42"E 29.84� �L361 S09'55'58,E 414 L362 /S06'00 30"E " 9.23' L363� S74'55'57"E) 37.94'", Line Data Table No. Bearing Length L364 S68'59'02"E 36.65' L365 S72'51'23"E 36.31' L366 S81*21'16"E 43.99' L367 S32'44'53"E 24.10' L368 N75' 18'34"E 39.40' L369 N71'33' 14"E 42.54' L370 S68'30'03"E 36.09' L371 S62'49'58"E 30.17' L372 N18'33'21"E 34.30' L420 S38'09'07"E 20.00' L421 S17'44'10"E 20.00' 25.12'-., SHEET 12 OF 30 PLAT BOOK ��� PAGE � MATCHT,1 ,, OF 30 SEE � . s (3 •OS. �y \ \ 3� r � N \ 01 � 3 JI J� _ + OF3� _ �0 �v c o, I. I to ".seEs �// /� NIA � �o zj z 1 512 � 3B 4g4 62 \9� / ��/ SOD °,��� � of / IN LC c \ cyl r a , �O� Qp L335 C`3` ^ / kp / C3�� \ L368 \v6� 50 N74 55 8 j N rn /�. �l C3)Q� ,��36g \ 1 Z 00' 6965 c� /L36g ` 6UFFgNp 00 IN l /vim L363 1 I o� wI�_Ial o .r a'I 'J NIN82� ' S0.0 t w t^ �l Iw ) iJ 1 \ �i ICA _j WETLAND W-3 I (2.362f ACRES) /o N �, ` 1/., 00 NI LA ; t I lao \ JI Irk s \f �l S26'33'19"E \ a� \ L3 \� 4g LEGEND / ABBREVIATIONS: \_S?7• 6,5p„ \\� moo$$ 5 / LS -i------- LICENSED SURVEYOR 54`68 \ 15� _ N85'49'30"W i y551-1 9 105$2'� / S Line Data Table No. Bearing Length L307 S46'53'00"E 35.47' L308 S24' 14' 15"E 22.72' L309 S38'51'38"E 19.36' L310 N04'07'37"W 24.89' L311 N17'49'35"E 35.71' L312 N59'46'53"W 34.86' L313 N62'01'46W 44.81' L314 N38'55'34W 43.33' L315 N88'35'57"W 24.88' L316 N88'02'06"W 33.79' L317 S78'28'23"W 29.53' L318 S81'46'52"W 35.39' L319 S86'55'34"W 25.17' L320 S80'33'02"W 31.61' L321 N85'02'17W 36.29' L322 S40'56'52"W 26.94' L323 S85'25'00"W 31.47' L324 S19'17'07"E 49.78' L325 S15'50'41 "E 36.20' L326 S14'32'02"E 48.41' L327 S40'26'09"E 37.14' L328 NO2'46'18"E 42.64' L329 N08'40'58"W 18.51' L330 N31'32'52"E 25.62' L331 NO3'56'42"W 48.46' L332 N09'55'58W 42.60' L333 N68'59'02"W 35.74' L334 N72'51'23"W 41.71' L335 N81'21'16"W 1 25.12' L336 N32'44'53"W 37.8V L337 S75' 18'34"W 77.33' LB - - - - - - - LICENSED BUSINESS R.P.- - - - - - - - RADIUS POINT O.R.--------- OFFICIAL RECORDS BOOK O/A-------- OVERALL j C.C.R. ------ CERTIFIED CORNER RECORD U.E. -- ------ UTILITY EASEMENT D.E. - ------ DRAINAGE EASEMENT W.M.E.------ WATER MANAGEMENT EASEMENT E.I.E.EJ ----- EMERGENCY INGRESS/EGRESS EASEMENT L.M.E. ------ LAKE MAINTENANCE EASEMENT _ L.M.A. . ----- LAKE MAINTENANCE ACCESS EASEMENT P.U.E. �------- PUBLIC UTILITY EASEMENT P.S.L.6.E. - -- PRIVATE UTILITY EASEMENT P.I.-1----- POINT OF INTERSECTION P.C. - ------ POINT OF CURVATURE P.T. - ----- POINT OF TANGENCY N.T. -L---- POINT OF NON -TANGENCY P.C.C. ------ POINT OF COMPOUND CURVATURE P.R.C. - ------ POINT OF REVERSE CURVATURE I.Q.E.------- IRRIGATION QUALITY EASEMENT -� --1-- ---- INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. 0 -- ------ INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" -B -- ------ INDICATES (P.R.M.) FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. o iv p`� 0 N 5228�e�� _ ._. S85'49'30"E 0 95.92' co F- w w cn w w _j J 1 ' UPLAND PRESERVE AREA 1 (39.003t ACRES) �1 1 1 1 1 1 FOUND 4" CONCRETE 1 MONUMENT STAMPED 1 LB7264 1 1210.69' 2610.. 69' S891541031W PLAT LIMITS PLAT CORNER NOT N:1092545.9731' E:837876.5232' WETLAND W-4/ (6.369t ACRES) ^ / ,PRESERVE AREA, 1.003f ACRES) .o°`/ /� * ham fol ivl old )i ° 5� \ sue\ .��� / �f Q, Ae N6i f Ale E '6g��5o N80 34 ()2- 64,\I; e �ro 6 l�o� ✓ 6 60 32 N698,� W� , 87 66, 1 x 1 1 PRIVATE ROAD (120.00' RIGHT-OF-WAY) (O.R. 1808, PAGE 2492) PRESERVATION TRACT 5 (INCLUDES UPLAND PRESERVE AREA, 1 ! I WETLAND AND WETLAND BUFFERS) 0 (53.009f ACRES) 1 ch w 1 1 � vw { 1 = 60 0 30 60 120 End w I W SCALE: V = 60' 1 111 1 z _ 1 0 1 � i 1400.00' PRM TO PRM _-7 PLAT LIMITS I PROJECT NO. 11-642-06C PORT ST. LUCIE PROJECT eo of nt I Surve in n , Ic S28 NORTHLAKE BLVD, STE 1040 FAX (813)'248-2266*"' ALTAMONTE SPRINGS, FLORIDA 32701 WWW.GEOPOINTSURVEY.COM - PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 I I I I f PLAT BK 135 PG 13 LTC RANCH WEST POD 9 PHASES 2 AND 3 PLAT B2 AND B3 SHEET 13 OF 30 PAGE71) BEING A REPEAT OF TRACTS " "LTC RANCH WEST POD 9 PHASE I , AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 BOOK l AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I 11, PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 15 AND 16 TOWNSHIP 36 SOUTH, RANGE 39 EAST, ro °/ ' 21 ,- CITY OF PORT ST. LUCIE ST. LUCIE COUNTY, FLORIDA 77 17 16 jr 7 r i i Ix."_.,.r2 3 7 ° ,ram ,�. ' ♦ . ,��: ' L"' �� O # i- ___..... ._._.... ....... KEY MAP: SCALE 1" = 1500.00' Line Data Table No. Bearing Length L47 N43'28'01 "W 22.56' L48 S00'02'24"E 75.54' L49 N89-57.36"E 19.52' L50 S31'26'19"E 93.61' L51 S00'02'24"E 31.55' L52 N89'57'36"E 59.07' L210 N31'57'54"W 52.82' L225 N34'21'12"E 4.56' L226 N35'52'40"W 2.27' L227 N68'23'53"W 58.87' L228 N25'03'02"E 41.18' L229 S66'07'1O"W 38.99' L230 N75'14'55"W 37.13' L231 N69'58'21 "W 46.65' L232 N09'04'57"W 37.88' L233 N69'50'41 "W 30.05' L234 N43'33'23"E 43.21' L235 N22'13'07"E 25.66' L236 N50-12'45"E 40.35' L237 N44'53'18"E 33.78' L238 N28'05'17"E 29.64' L239 N57'32'30"E 18.10' L240 N31'22'22"E 22.32' L241 N32' 12'08"E 32.62' L242 S85'29'34"E 24.52' L243 S82'41'56"E 58.32' L244 S16'05'50"W 61.91' L245 S25' 18'00"W 34.66' L246 N00'55.12-W I 35.6-V Line Data Table No. ,,Bearing Length L276 N22.13 07"E- -22:62:,, �L277 N43'33'23"E 31.27' L278? NO2'41'19"W 39.59' L279 N69-50'41 "W 26.17' IL280 N09'04'57"W 37.81' L281 N69'58'21 "W 14.96' L282 N75'14'55"W 17.30' L283 S66'07'10"W 28.93' L284 S 17' 17'37"E 20.49' �L285 S74'20'29"W 49.44' L286, S74-45'22"W 15.47 j ,�L287 N23-34_'233E_ 24 83' L288, S49-44'52"E 2.32' L298 N04'07'37°W -18.49' L837 S81'38'21 "W 20.00' L838 N 14' 12'35"W 20.00' j + `L298 w 2p i z cv°' 1To Mq��� 7Y � I � �o 0 8OP30 z 60 0 30 60 � SCALE: 1" = 60' / 1 • rye'/ 9�26. TRACT 2A : \DEVE 9LTC RANCH WEST POD 9 PHASE 1 (PLAT BOOK 123, PAGES 31-39) T)b/ <24 775 NOT A PART OF THIS PLAT UPLAND PRESERVE AREASOUTH BOUNDARY OF TRACT 2Aj.p(39.003t ACRES)oN89'57'38"E "-279.15'20 109.22' »E - 81.70' 88.23' + ► ; oo N75 . 5„W p2 �3r + o + 53139 J of „� ' 126'�6 , - "1E� O r 76g0 N) �ti�! w�� L242 2 N84'17'33"E N72 + i 0'1• /� i�'/6�66 / 9� ` - - ` L243 59.62' T, ���'� 5���1� (FUTURE J ++ + / (15.775t ACRES) L49 i / �i� /� / L225 / ��� ► WEST BOUNDARY F TRACT 2A j / 36 32"W 17.75' + L226-/ (\27 168.36 58. % J + + �, �s\ - 1 / UPLAND ��� �1.77' / N o g�� Gib/ � 50.0 NPRESERVATION p � / / /; / sue\ wEr► A h AREA , AR �68?3 S BUFFER 1p / (2.081 ACRES) IV + + �! t ✓ f hcj `1 ��/ / ' BSA-s`��'t\ e� 32'� _ - / / z0 +1 ha S80.36' 32 W / •w c° + + 1 ,�o / ` ► + j L52 SOUTHEAST CORNER L288 ;sz.�, I pr o ^ // S83'06'17_W �L229 �23p 1+ N ►�: OF TRACT 2A 04 �r : r \ 7 + o A v 6/ 0 + LA h cih /60 Z �Tr �/ + + �\ N p i S83'06 �2 L281� 80.72' / O p / .off/ ;4�i/ ,s.9 \ /-564 50 5 06 2Zi CO L837 PRESERVATION TRACT 5 ^k/ yo ��� � �,/� ^�/ o.\ s 6`L 0 9 6 ,� PLAT LIMITS (INCLUDES UPLAND PRESERVE AREA, WETLAND AND WETLAND BUFFERS) / 0 �. �d =`v/oo/vi \ °"ii �. (53.009f ACRES) / / / 2�l �N� 4g• 645i0�, �� 1 z M ; / /oti UPLAND / sow y-� ? ,N U. ry / /�.� ! / PRESERVATION /o^ Q3 v I I O i ,ate M I I AREA �.� j J I 0 WETLAND W-5 M I I // w yti/ h' / ,n j N M I (0.440f ACRES) /'yN o % o / NOT w ti/ (2.962f ACRES) N o o n/ _' i/ o w o I� '� I �r 1 / V2 /6k PLATTED w °�/ y� o I zl / o / WETLAND W-7 /h N w; c/ ./ � / 1 ^ I /1 (1.633f ACRES) �� /\o6 q, / r 50.91. \N�, / ` O / ry/ �85N2 /ry vL s` ro co LEGEND i ABBREVIATIONS: a ; / / /S�T� ��/ ^c' w5�'V, a,\ / / LS-------- LICENSED SURVEYOR Nf / a° / BVEf E �,\ �� /��'L LB -------- LICENSED BUSINESS ;\ / / �ti 1 "' �26� \�^ ey/ �w UPLAND R.P. -- - - - - RADIUS POINT i\\ to,\�, �// ��26i L2 s \ \\ "/ �g,/� PRESERVATION O.R.------- OFFICIAL RECORDS BOOK\ \� �/ \`r, \N ^o/ �/ AREA \ L259 (2.081 f ACRES) 0/A ------ OVERALL ! �\ -\� ! ,N/� WETLAND W-6 1 1400.00 o \ `'s 6��, '\ oI ;� /'� (0.241 ACRES 'Pi; b \� 607.99' C.C.R. - - -- CERTIFIED CORNER RECORD \o L2i 4' ) \ o PRM TO PRM PRM TO PRM �.\ v i \s� �I A/`� \\ L264 P �, U.E.------- UTILITY EASEMENT \ L263 �., \r / ' ./ �/ ti PLAT CORNET 937.09 145.63 234.60' 45.29 37.39' 148.22' \56.28' 133.55 84.14' �� 185.80' 1092568.61 D.E.- - - - - - - DRAINAGE EASEMENT 2007.99' S89121 '07'1N / E:839884.38, W.M.L. - - - - - - WATER MANAGEMENT EASEMENT FOUND 3" ROUND Line Data Table No. Bearing Length L247 N24'46'58"E 43.30' L248 N26'01'36"E 31.35' L249 N25'03'02"E 35.29' L250 N35'52'40"W 52.01' L251 N34'21'12"E 49.83' L252 N45'23'23"W 52.52' L253 N31'57'54"W 45.60' L254 N61'20'15"W 37.87' L255 S50'34'58"W 29.81' L256 S16'05'50"W 37.02' L257 S25'18'00"W 46.05' L258 S 1720'41 "E 33.27' L259 N89'58'21 "E 33.55' L260 S31'28'44"E 29.28' L261 N67'13'18"E 43.69' L262 S45'43'01 "E 29.05' L263 S32'00'40V 9.22' L264 N57'34'31 "W 1.56' L265 N76'22'16W 34.98' L266 S74'20'29"W 36.56' L267 S74'45'22"W 59.96' L268 N46'04'25"E 26.10' L269 N66'05'25"E 25.88' L270 N32'12'08"E 31.08' L271 N311'22'22"E 33.58' L272 N5T32'30"E 16.58' L273 N28'05'17"E 23.88' L274 N44'53'18"E 43.49' L275 1 N50'12'45"E 30.21' t 344' 17' E.I.E.L. - - - - - EMERGENCY INGRESS/EGRESS EASEMENT PLAT LIMITS CONCRETE MONUMENT PLAT LIMITS /NFOUND 4" CONCRETE STAMPED L87264 MONUMENT NO I.D. (0.2' E.) { L.M.E. _--- LAKE MAINTENANCE EASEMENT NOT PLATTED / L.M.A�.E. - - - LAKE MAINTENANCE ACCESS EASEMENT PRIVATE ROAD P.U.E. - -- -- PUBLIC UTILITY EASEMENT e (120.00- RIGHT-OF-WAY) P.s.L!.u.E. ---- PRIVATE UTILITY EASEMENT PSLUSD PROJECT NO. 11-642-06C (O.R. 1808, PAGE 2492) P.I. !------- POINT OF INTERSECTION CITY OF PO RT ST. LUCIE PROJECT P.C.- - - - - - - POINT OF CURVATURE P.T.------- POINT OF TANGENCY NO. P24-155 N.T.------- POINT OF NON -TANGENCY P.C.CI.------- POINT OF COMPOUND CURVATURE P.R.CI.------- POINT OF REVERSE CURVATURE I.Q.E. -- ---- IRRIGATION QUALITY EASEMENT f -------- INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. opoll -------- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768„ S U i11e,11 C1 B - ------ INDICATES (P.R.M.) FOUND PERMANENT REFERENCE 528 NORTHLAKE BLVD, STE 1040 FAX: MONUMENT 5i8" IRON ROD AND CAP STAMPED "PRM ALTAMONTE SPRINGS, FLORIDA 32701 WWW PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 LB3591" UNLESS OTHERWISE NOTED. l _ I I 3 t { s PLAT BK 135 PG 14 LTC RANCH WEST POD 9 PHASES 2 AND 3 BEING A REPEAT OF TRACTS 1113211AND 1113311, LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I i I , PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 15 AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT 5T. LUCIE, ST. LUCIE COUNTY, FLORIDA SHEET 14 OF 30 PLAT Boox (�S PAGE l' 9 .� 26 , �}q "A � 7 5 x r LyJ( ;7 J • �^ i ` , TRACT S.M.T. 6 ,\ i 28 i 11 ; 10 # " r .tea: \ \ ' 425 (W.M.A.E./I.Q.E.) \ \ - ; -s.� �� . �•�'...: ` II 9150 SF (5.581 t ACRES) \ \ MATCHLINE -SEE SHE \ \ 55'14"E 130.00. I - -- - - - - - - - -_ \ 0 \ ( NS I ----------\-- -•------------------------------•--- -----L WESTERLY RIGHT OF c� I o, �'w\ C662 \ WAY OF WYLDER f / PRESERVATION TRACT 3 v 426 ,� i � PARKWAY (TRACT RW) 60 0 30 60 (INCLUDES UPLAND PRESERVE AREA, ' 17.54, 9135 SF v I I KEY MAP: WETLAND AND WETLAND BUFFERS)-- �) J i.� U 7.50' ) I p \ i cv - - _ 17.54' '0o. \ SCALE: V = 60' 13.642f J�f � a SCALE 1 1500.00 ( ) f W S82• " bt J vi co o) 7.50' 15 00' - _ o \ 'y Curve Data Table No. Radius Arc A Bearing Chord C16 575.00' 120.11' 11*58'07" S51'39'01"W 119.90' C17 575.00' 279.93' 2753'38" S59'36'47"W 277.18' C18 625.00' 196.90' 18'03'02" S64'32'05"W 196.09' C19 475.00' 287.48' 34'40'34" S72'50'51 "W 283.1 1' C20 25.00' 29.20' 66'54'40" N56'21'32"W 27.56' C21 102.50' 78.73'; 44'00'29" N44'54'26"W 76.81' C22 25.00' 29.20' 66'54'40" N33'27'20"W 27.56' C23 225.00' 216.11' 55'02'00" N27'31'00"E 207.90' C43 1657.37' 910.28' 31'28'07" S15'44'04"E 898.88' C44 5257.82' 35.57' ; 0'23' 16" S31'39'45"E 35.57' C62 250.00' 206.07' 4713'38" N31'25'10"E 200.28' C63 250.00' 208.46' 4746'29" N16'04'53"W 202.47' C111 225.00' 185.46' 47'13'38" N31'25'10"E 180.26' C112 225.00' 187.61' 4746'29" N16'04'53"W 182.22' C140 275.00' 229.30' 4746'29" S16'04'53"E 222.72' C141 275.00' 226.67' 4713'38" S31'25'10"W 220.31' C353 275.00' 42.65'' 8'53'07" NO3'21'48"E 42.60' C354 275.00' 51.45' 10*43'08" N13'09'55"E 51.37' C355 275.00' 56.93' 11'51'40" N24'27'19"E 56.83' C356 275.00' 56.93' 11*51'40" N36'18'59"E 56.83' C357 275.00' 56.93' 11.51'40" N48'10'39"E 56.83' C358 275.00' 4.44' 0'55'31 " N54'34' 14"E 4.44' C359 225.00' 88.33' 22*29*39" S43'47' 11 "1 87.77' C360 225.00' 127.78' 32'32'21" S16'16'11"W 126.07' C409 405.00' 333.83' 4713`38" S31'25'10"W 324.46' C410 95.00' 92.93' 56'02'42" S27'00'39"W 89.27' C591 405.00' 62.81' 8'53'07" NO3'21'48"E 62.74' C592 405.00' 75.77' 10'43'08" N13'09'55"E 75.66' C593 405.00' 83.84' 11'51'40" N24'27'19"E 83.69' C594 405.00' 83.84' 11*51'40" N36'18'59"E 83.69' C595 405.00' 83.84' 11'51'40" N48-10-39"E 83.69' r - 7.00' P.S.L.U.E. 1 J J �/o o. N) D.E. )� r w \ �d x ` \ d z 'ao co. 427 0 0 ) o R=820.00' (PLAT BOOK 123, 1 J o ') 8125 cn N \ s N PAGES 3)=39) I '� z ��� ) (� SF • ) L=t t8.3s >, m \ o ,C �, LTC RANCH `, S82' 11 ' ?� + 6=0089s'20" o. O O WEST PHASE 1 Z I I�TRACT I / JJ / i" 39 E 130.00' �' )� ce=Nos4T5s"w omv� �� `� r \ C> ,o ui C=118.29' �� o .� o 'o '10, \ G y (PLAT BOOK 111, Q I I S.M:T. 15 ( J �) 5.79 � 0 s s w m M ) ' �� > > � 2 0. <� '� PAGES 1-23) 9.t8g6 I ! y 42 ) R_7o.o0' TRACT 2 o �-�, '� �� y\ �, �' 'd > a go21 8 ) L-16.84' w. \ ti o / �� �V� SF FUTURE DEVELOPMENT <" cn p I J / Q %� cV �013'46'S6" ( ) �`�'i \ \ •37 �� Nf) \ \ a m / S�1, ,� C8=N04'02'39"W I (111.761 t ACRES) \ o� �. C-16.80' L=84.54'46 A L897 p I / / / �'� I 8� p29 0 / CB=N10'S9'3 w (TIE LINE) Ro ( / / / �� �/ Ss9. sF .N / TRACT S.M.T. 6 C-83.72' (--------- ,tea ��/ �.3 '��� (5.581f ACRES) DETAIL E .C1 156 °o / w\ SCALE 1" = 20.00'sR� 01 �O/// / poo. C1203 O� S7306. �PO',phj 20.00' P.S.L.U.E. 'S$i N'5O' LSD � / / �� v h' "� .^� � '�'� ,,� • A`L � - - / / °�ho•� cb 66 & / 20.0 , - 1Og PLAT LIMITS �`J VIIIII�OF' 0, / sss �000. G� / �� i8 �,y 0 9 I ��� 23•ps �6y M f. s L427 00 /� C 58 � `SOS/7 p,OiiGii 5� ,�yp�"" / /16ppp C1 157 tOpO��`,' a6j1ON '�s0. 3TDp661� 5 `P� / i h`'0� 00�" ,L00 p0 %� s� ` F ,c` / / ti$��ti5 " sss ��// S pf pO �.y91 / O`L g G C596 / / Ez'o`L�6•,�'Lp5"W �"`, / �� g`i �,�� ��goo, sue. so�c� _�,o°c� 1d�0 p� q2� 5 4P S`�4QPo�S o � 0h / Goo' so oo• 'L � � / / / / p'�c,6 ���,6 / // �� P' �i��'j. EAST 'RIGHT OF WAY s 6 ,� �, �� LINE OF GLYNLEA c� oo / .� s. oocp BOULEVARD NORTH oo^ S� h 1�'I (TRACT R) Q 60 /`1 5 5 / / o / s 1Cpoou) '� R=25.00' 18aa / o 18.63' soy scS s0 L-55.35' R�229 �8 A" / / / Q G o. / / \ &126'50'39" p69 ZZAA"� / / / / \ CB-S08'23'20" E ` 44.72' c / G I ss ,0. sr � °o. 00 1�'10 ��y0'L , 8.32' s'0 2p 00' �Jry C1188 R.203�g " o I 39b 18,63' ti`' L=25 �A TRACT 2 / o p1'�� .'-C1 187 p.069 22 AA"W (FUTURE DEVELOPMENT)J�c• 'y, / / Q�' / .30 ��h (11.761 t ACRES) 25.00. / / °O• C,,�g1 �,�/' ' �6 C.23 Op Q 11437 8 Q S /� / Sr ' • QPG / / I)) (0/A)L422 ,�6 )) C1123 v �/ ole .1 CR�� / / ,, 4. .� 2So , 23, / / NORTH RIGHT OF WAY LINE cn I I " C1 122 L425 C8� OS ��'� O p' v' ON" / / G % OF FURYK DRIVE (TRACT R) E-+ N90'00 00 E 117.84' S2 w ; ASS 6�j• 9• 0 (8° I LEGEND / ABBREVIATIONS <C c6 c. S• o �A 3�, W O > 0 20.00' L.M.E. C650- L��? '--7y. , S, �P GES LS - ------ LICENSED SURVEYOR s1, z a I C1124 /g26 �J. \ 92•��F P -+------- ��-, Q o I I /`L - - L734 Cg2� LB LICENSED BUSINESS x Q IC1 126 I 46V C1125 C651(0/A) �\\ R.P. - ------ RADIUS POINT E••� I' R=35.00' C d� ��� SOS\ W 3 N ro 6, o 1 p• O.R.-------- OFFICIAL RECORDS BOOK O ,,.a U (ILL.^ L=48.77' + k9u, *oo\ O/A-1------ OVERALL E.., o J 11 I� a=o7s so'3a' �,R��s,�s. \ �, �Q C4 O �+ i I I I CB=S83'31'51 "W O Ss C.C.R. -- -- CERTIFIED CORNER RECORD W t"+ 111�s� C-44.92' �. \ s• / �G 51 U.E.-+------- UTILITY EASEMENT Q W w a\ ��°�s TRACT S.M.T. 15 D.E.------- DRAINAGE EASEMENT E w I I B�� o �i ?a, oo. (W.M.A.E. jLQ.E.) I / / �WP 4ti O Z \C" R,r. o �• (1.367t ACRES) / F S W.M.E. ------ WATER MANAGEMENT EASEMENT Z ) c>' a I �o %' 'o �' �, I � E.LE.E. EMERGENCY INGRESS/EGRESS EASEMENT `� jORc \\0,9. �T. ?s °a / ems. / /� \ \ F �`��'1`0� �I L.M.E. L.M.E. - - - LAKE MAINTENANCE EASEMENT I F 00' '6 ' � \ \ R=455• L.M.A.E. ----- LAKE MAINTENANCE ACCESS EASEMENT L "' - �\ \ \ L-11640 „ �MA dre,Y O P.U.E. ------ PUBLIC UTILITY EASEMENT \\\ \ p=014'ogd9"E -- r' SEE DETAIL "E" \ CB=N82' s P.S.L.ULE. ---- PRIVATE UTILITY EASEMENT \�\ \8�6 - C=116.16' oo+/ P.I. -------- POINT OF INTERSECTION �P.C..- - P.T. - - -- - - r C655� C:19 P.C. -- ------ POINT OF CURVATURE ?� L21 P.T. - ------ POINT OF TANGENCY -� N.T. - ------ POINT OF NON -TANGENCY P.C.C. ------ POINT OF COMPOUND CURVATURE PLAT LIMITS P.R.C. - - - - - - - POINT OF REVERSE CURVATURE I.Q.E. -�------ IRRIGATION QUALITY EASEMENT -W --- ------ INDICATES (P.R.M.) SET PERMANENT REFERENCE Curve Data Table No. Radius Arc A Bearing Chord C596 405.00' 6.54' 0'55'31 " N54'34' 14"E 6.54' C597 95.00' 37.30' 22'29'38" S43'47' 10"W 37.06' C598 95.00' 55.63' 33'33'03" S15'45'50"W 54.84' C650 45.00' 26.27' 33'27'08" S73'16'26"E 25.90' C651 14.76' 20.97' 81'24'42" N83'31'51 "E 19.25' C652 50.00' 45.69' 52'21'12" N69'47'10"E 44.11' C654 475.00' 55.86 6'44'17" N58'52'42"E 55.83' C655 475.00' 231.61' 27'56'17" N76'12'59"E 229.33' C662 75.00' 18.05' 13*47'18" S09'39'57"E 18.01' C663 800.00' 115.52' 8'16'26" S06'47'54"E 115.42' C664 90.00' 21.65' 13'46'56" SO4'02'39"E 21.60' C665 155.00' 74.88' 2740'46" S10'59'33"E 74.15' C666 39.00' 51.43' 75'33'08" S12'56'38"W 47.78' C670 45.00' 28.94' 36'50.39" N53'23'20'W 28.44': C816 25.00' 29.29' 67'07'34" S56'58'04"E 27.64'; C820 25.00' 28.98' 66'25' 19" S33' 12'39"E 27.39'; C822 25.00' 39.27' 90'00'00" S45'00'00"W 35.36' C824 25.00' 14.60' 33'27'08" N73'16'26"W 14.39'; C826 30.00' 27.41' 52'21'12" S69'47'10"W C834 55.00' 13.22' 13*46' 12" N09'40'30"W 13.19' PSLUSD PROJECT NO. 11-642-06C CITY OF PORT ST! LUCIE PROJECT NO. P24-155 i I r 2 -�eo ofnt LB7768" UNLESS OTHERWISE NOTED. QQ - - - - - - - INDICATES (P.C.P.) PERMANENT CONTROL POINT „ Surve in Inc. STAMPED PCP LB7768 �) / S28 NORTHLAKE BLVD, STE 1040 FAX: (8,13),248-2266/; -- - - - - - - INDICATES (P.R.M.) FOUND PERMANENT REFERENCE ALTAMONTE SPRINGS, FLORIDA 32701 WWW.GEOPOINTSURVEY.COM MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. PHONE: (32 I) 270-0440 LICENSED BUSINESS NUMBER LB 7768 � - / 3 i MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM Curve Data Table No. Radius Arc A Bearing Chord C836 19.00' 25.05' 75'33'08" N12'56'38"E 23.28' C1101 5307.81' 38.06' 0'24'39" S31'37'12"E 38.06' C1122 45.00' 10.54' 13'25'29" N83'17'16W 10.52' C1123 45.00' 1.78' 2'16'05" N75'26'29"W 1.78' C1124 45.00' 13.95' 1745'35" N65'25'39"W 13.89' C1125 14.76' 4.38' 17'00' 14" S64' 15'54"E 4.36' C1126 14.76' 16.59' 64'24'29" N75'01'45"E 15.73' C1156 39.00' 20.99' 30'49'58" N09'24'57"W 20.73' C1157 39.00' 10.16' 14'55'52" N43'15'16"E 10.13' C1187 45.00' 11.82' 15'02'40" S42'29'20"E 11.78' C1188 45.00' 17.12' 21'47'59" S60'54'40"E 17.02' C1203 39.00' 20.28' 29*47'18" N20'53'40"E 20.05' C1209 18.00' 20.90' 1 66-31'17- S33-15'39"E 1 19.74' Line Data Table No. Bearing Length L21 A N89'48'52"W 37571 L22 N00'00'00"E, 116.82j L23-' N34'58'04;W 50 00' L381 S24'49'56"E ,41.36' L382 N34'5800"W 45.00' L422 S25'51�'47"W 8.83' L425 S25-51`47"W 2.93' L426 N32'21'55"W \20.54' L427 S57'38'05"W, 20.00�- L428 N32'21'55"W N20.54' L733 S00'00'00"E 28.72' L734 N90'00'00"W 72.84' L738 N2C49'56"W 41.36' L830 S05'57'46"W 20.00' L842 N34'58'00"W 20.00' L896 N72'43'19"W 7.33' L897 I N31'24'54"E 5.05' PLAT BK 135 PG 15 ill I -J co o� T (' �0 29 ' 01 00 . Ak 10 ��►�o t * % / �P T• �-_ KEY MAP: SCALE 1" = 1500.00' TRACT 15 (FUTURE DEVELOPMENT) (8.467t ACRES) �o �G w 0 �o �Vv� At �Qco, 4u _ -- - - -- - Q LTC RANCH WEST POD 9 PHASES 2 AND 3 BEING A REPEAT OF TRACTS 11132" AND 1113311, LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I I I , PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 15 AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA Curve Data Table No. Radius Arc A Bearing Chord C740 1206.00' 36.01' 1'42'38" S68'28'28"E 36.00' C741 1206.00' 411.95' 1 19-34'16- S79-06'55"E 409.95' C742 �120C 0' 20 00�, _ 0'57'01" S89'22'34"E 20.00' C743 1206.00' 3.13' 0'08�56" S89'55'32"E 3.13' C762 ,755 00' 31.55" 1112'23'41 \ S14'00'10"W 31.55' � C763 755.00' 32.93' 2' 29'56" �S16'26'581W 32.93' C769 1657.37' 33.94' 1'10 24" S00'35'12"E 33.94' r C776 1657.37' 876.34' 30'17'43" S16'19'15"E 866.16' C827 20.00' 48.46' 138'48'52" S27j09'10"W 37.44' C828 45.00' 40.59' 5V41'11,- N57135'49"W 39.23' C830 90.00' 63.59' 40'29'02" N51'59'44"W 62.28', C833 1 70.00' 62.91' 51'29'41" N,46-29'24"W 60.82' Curve Data Table No. Radius Arc A Bearing Chord C839 325.00' 328.66' 5756'29" N68'56'22"W 314.84' C900 60.00' 9.25' 8'49'57" S37'54'46"W 9.24' C1081 60.00' 21.92' 20'56'02" S52-47'45W 21.80' C1082 60.00' 28.00' 26*44'14" S76'37'53"W 27.75' C1100 1707.39' 952.48' 31'57'47" S1526'07"E 940.18' C1130 1206.00' 435.08' 20'40'13" S79'39'54"E 432.73' C1134 816.00' 15.07' 1'03'30" S19'15'15"W 15.07' C1137 1206.00' 71.71' 3'24'25" S6737'34"E 71.70' C1158 220.00' 20.01 5'12'38" N43'30'24"W 20.00' C1159 744.00' 12.26' 956'38" N21'54'32"E 12.26' C1160 744.00' 20.66' 1'35'27" N20'38'29"E 20.66' C1161 744.00 8.38' 0'38'44" N19'31'23"E 8.38' Curve Data Table No. Radius Arc A hearing Chord C1162 505.00' 51.44' S'50'09" N4253'12"W 51.41' C1163 505.00' 219.33' 24'53'04" N58'14'49"W 217.61' C1168 1206.00' 471.09' 22'22'51" S78'48'34"E 468.10' C1171 1086.00' 474.42' 25'01'48" S77'29'06"E 470.66' C1194 1206.00 55.76' 2'38'57" S66'17'41"E 55.75' C1204 60.00' 102.24' 97'37'43" S34'30'34"E 90.31' C1205 60.00' 20.10' 19'11'30" S2.3'54'02"W 20.00' C1206 45.00' 18.26' 23'15'11" N7822'25"W 18.14' C1207 45.00' 50.97' 64'53'50" 48.29' C1237 1146.00' 500.64' 25'01'48" 496.66' C1238 1146.00' 52.99' 2'38'57" r47'" 52.98' C1239 1146.00' 447.65' 22'22'51" 444.81'C1240 1206.00' 526.85' 25'01'48" 522.67' 75.00' -PLAT LIMITS PLAT SHEET 15 OF 30 BOOK FJs Line Data Table No. Bearing Length L68 N12*48'19"E 42.97' L69 N12'35'12"W 21.57' L70 N22'22'51 "E 42.36' L71 N22'22'51 "E 101.82' L72 S22'22'51 "W 42.36' L73 S47'41'56W 22.51' L74 S12'48'19"W 42.97' L79 N58'54'10"E 43.80' L377 N44'11'43"E 38.53' L378 S8326'24"E 44.66' L379 S31'45'13"E 39.84' L380 S72' 14' 15"E 38.27' L402 S57'43' 12"E 25.12' L403 S33'04'44"E 7.07' L430 S00'58'47"W 27.03' L431 S60'39'07"E 46.50' L432 S00'58'47"W 15.23' L433 S60'39'07"E 43.24' L434 N45' 1 O'45"W 42.56' L435 N45'1O'45"W 42.56' L437 S09'57'31 "W 30.46' L438 S09'57'31 "W 34.17' L735 N83'26'24"W 44.86' L736 N31'45'13"W 39.84' L737 N72' 14' 15"W 38.27' L892 N06'33'36"E 20.00' L918 S67'12'1I"E 96.39' � � n 01 t� L�- - - - - - - LICENSED SURVEYOR \ � ti �o \ p�p5� `\ \ oho. <\���> LB - - - - - - LICENSED BUSINESS \ \ % o 0 0 R.P- - - - - - - - RADIUS POINT \ !�\\ o°- `Y� \ 1\06o �o \ �\ � s `9� �i- S O.R.- - - - - - - - OFFICIAL RECORDS BOOK. ,o O \ *�c. t�s 'oo-\ �o\\<\\ OVA - - - - - - - OVERALL \ Oy sss. ��y �� ° \ ��'� s> { \ o 'o °\ C.C.R. - - - - - - CERTIFIED CORNER RECORD \ 1` ,�� °o• \ �,h ��`L5F po F \ '°� ,�� As�• \ �. U.E.-------- UTILITY EASEMENT \ s�i�\\ c'�o�Q \ \\ g��� °�� D•lE- ------- DRAINAGE EASEMENT PRESERVATION TRACT 3 \ , ,� cS� �O x \ C349 ------ WATER MANAGEMENT EASEMENT (INCLUDES UPLAND PRESERVE AREA, \ y'\ p� \ W M.E. WETLAND AND WETLAND BUFFERS) \ ����`}o \ 9J �s�• \ ��5� \ \ ----- EMERGENCY INGRESS/EGRESS EASEMENT (13.642t) \ ��� \ \ E.�.E.E. N S L.M.E. ------ LAKE MAINTENANCE EASEMENT TRACT 2 \ p \ \ \ O \\ \ �1 p (FUTURE DEVELOPMENT) L.�.A.E- ----- LAKE MAINTENANCE ACCESS EASEMENT PUBLIC UTILITY EASEMENT S33'04'44"E 'S' �'�s\ ,5�"E \ s�►ss `r-� "Lj s°�`'cPo° (11.761f ACRES) P�U.E. ------ 7.07' ,� �� o \ 6511 0� \ o �`� � \ Vo �`�, os�oo- P.S.L.U.E. ---- PRIVATE UTILITY EASEMENT 1� '-\ \ \ N \�5 � to � .p\ °o. ss �' ass POINT OF INTERSECTION \\ ?Rs-'�.\ \ \ \4 o U' tv �', v���\ °�-`�� p;i.-------- P RE ------------------- ._ �\\\ o o \ \ 9�5 5F \tat term 0 U �o-moo°\ P.C. ----- POINT OF CURVATURE -� \ o \ ��> s- °' P.T.-------- POINT OF TANGENCY GLYNLEA BOULEVARD NORTH I ;°� 1 r. ��' \� ,3 NET. ------ POINT OF NON -TANGENCY I (50.00' PRIVATE RIGHT-OF-WAY) I \\\ \ N7�03 , \\ p C,C• ------ POINT OF COMPOUND CURVATURE „ 1 TRACT S.M.T. 6 58o,p6- ' W C1 ` C277 5.00' P_S.L.U.E.) \ \, 00' ,t , 5Ln (W.M.A.E./I.O.E.) \ PhR.C.------- POINT OF REVERSE CURVATURE I1112.52 - ->- - 7.00' U.E. l 1 r 25.00' 25 W 9 5o SF fj (5.581 t ACRES) \ I.�.E- - ---- IRRIGATION QUALITY EASEMENT I C279 - � - C278 S6S• q, cn I \ -------- INDICATES (P.R.M.) SET PERMANENT REFERENCE - �9 3 - J - _ � - 9E - - Ig3913.£� I o I I i N88'55'14"E 130.00' i MONUMENT 1/2" IRON ROD AND CAP STAMPED PRM 15 _ - �' M \ I -----� LB7768" UNLESS OTHERWISE NOTED. - N61bro PRESERVATION I I MATCHLIN INDICATES (P.C.P.) PERMANENT CONTROL POINT E -SEE SHEET 14 OF 30 � ----- --- I TRACT 3 I I I I I 426 STAMPED "PCP LB7768" ERENCE L- - - - - - - - - - _ - - - - - - _ - - j ' 9135 SF ---------- INDICATES (P.R.M.) FOUND PERMANENT REF1 I MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM DETAIL "K": LB3591 UNLESS OTHERWISE NOTED. SCALE 1" = 20.00' TRACT 2 LTC RANCH POD 7 (PLAT BOOK 124, PAGES 19-20) WESTERLY `RIGHT OF WAY LINE OF WYLDER11P.ARKWAY (TRACT .15 oc PAGE � S Curve Data Table No. Radius Arc A Bearing Chord C41 1086.00' 1192.71' 62'55'31" S58'32'14"E 1133.66' C42 2075.00' 19.65' 0'32'33" SOO*16'17"W 19.65' C63 250.00' 208.46' 47-46'29" N16'04'53"W 202.47' C64 350.00' 366.10' 59'55'52" N69'56'03"W 349.64' C69 350.00' 227.40' 3713'33" N58'34'54W 223.42' C70 350.00' 138.70' 2742'18" N88'32'50"W 137.79' C71 780.00' �130.36' 9-34'32" S17'35'35"W 130.21' C112 225.00' 187.61' 47'46'29" N16'04'53"W 182.22' C113 325.00' 339.95' 59'55'52" N69'56'03"W 324.66' C132 375.00' 101.61' 15'31'28" N8751'45"E 101.30' C133 25.00' 36.14' 82'49'09" N54'12'54"E 33.07' C134 805.00' 64.74' 4'36'28" N15'06'33"E 64.72' C 135 816.00' S2.06 3'39'21 " N20'33' 11 "E 52.06' C136 744.00' 41.30' 3-10'50" S20'47'26"W 41.29' C137 755.00' 64.48' 4'53'37" S15'15'07"W 64.46' C138 25.00' 36.14' 82'49'09" S28-36-16"E 33.07' C139 375.00' 196.65' 30'02'43" S54'59'29"E 194.40' C140 275.00' 229.30' 47'46'29" S16'04'53"E 222.72' C277 325.00' 327.63' 57'45'33" N68'50'54"W 313.93' C278 325.00' 1.03' O'10'56" S82'10'51"W 1.03' C279 196.55' 11.29' 3' 17'24" S81'05'42"W 11.29' C345 375.00' 46.92' 7'10'09" N66'25'45W 46.89' C346 375.00' 57.69' 8'48'53" N58-26-14-W 57.64' C347 375.00' 57.69' 8'48'53" N49'37'21 "W 57.64' C348 375.00' 34.34' 5'14'46" N42'35'31"W 34.32' C349 275.00' 15.87' 3' 18'25" N38' 18-55"W 15.87' C350 275.00' 56.93' 11-51'39" N30'43'53"W 56.83' C351 275.00' 56.93' 11*51'39" N18'52'14"W 56.83' C352 275.00' 56.93' 11*51'39" N07'00'35-W 56.83' C407 505.00' 270.77' 30*43'14" S55-19-44"E 267.54' C408 405.00' 337.70' 47'46'29" S16'04'53"E 328.00' C583 505.00' 69.14' 7'50'40" N66.46.01 "W 69.09' C584 505.00' 77.69' 8'48'53" N58'26'14"W 77.62' C585 505.00' 77.69' 8'48'53" N49'37'21 "W 77.62' C586 505.00' 46.24' 5'14'46" N42'35'31"W 46.22' C587 405.00' 23.38' 3' 18'25" N38' 18'55"W 23.37' C588 405.00' 83.84' 11*51'39" N30'43'53"W 83.69' C589 405.00' 83.84' 11-51'39" N 18.52' 14"W 83.69' C590 405.00' 83.84' 11'51'39" N07'00'35"W 83.69' C656 40.00' 36.56' 52'21'52" N70'22'40"E 35.30' C657 65.00' 58.64' 51*41'11" S57'35'49"E 56.67' C658 70.00' 49.46' 40*29*02" S51-59-44"E 48.44' C671 45.00' 69.23' 88'09'01" S45'55'30"E 62.60' C672 1737.38' 238.09' 7-51-06' S05-46'32"E 237.90' C673 45.00' 84.13' 107'06'54" S43-51'22"W 72.40' C675 220.00' 221.46' 57'40'34" N54'29'09"W 212.23' C676 60.00' 181.50' 173' 19'26" NO3'20' 17"E 119.80' C739 1 1206.00' 36.01' 1'42'38" S66'45'50"E 36.00' 60 ��0 30 60 120 SCALE: 1" = 60' j PSLUSD PROJECT NO. 11-642-06C CITY OF PORT ST. LUCIE PROJECT NO. P24-155 ,eoP in, t Surveying, Inc., S28 NORTHLAKE BLVD, STE 1040 / FAX: (813)/248-2266 ALTAMONTE SPRINGS, FLORIDA 32701 WWW.GEOPOINTSURVEY.COM PHONE: (321) 270-0440 LI�NSED BNESS NUMBER LB 7768 PLAT BK 135 PG 16 4 f E 1 3 LTC RANCHPLAT WEST POD 9 PHASES 2 AND 3 SHEET 16 OF 30 BOOKPAGE BEING A REPLAT OF TRACTS "B2" AND "B3", LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I 11, PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING 1N SECTIONS 9, 15 AND I(; TOWNSHIP 36 SOUTH, RANGE 39 EAST, ,s `; CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA d;.- • j ply: 29-.� i__.___ F s �� '' �� 6 60 0 30 60 120 NNW 10 4 > SCALE: V = 60' 0® �®tj ' \ 5.00 P.S.LU.E. .. _........ (PLAT BOOK I 123, PAGES 31-39 I �I I) I � 0Lf)I o �--_-` N q TRACT KEY MAP: _ C C!I +.�-"'�' 's2�� - RFS) I w C, , S.M.T. 7 SCALE 1 1500.00 \ i r . 159 183` �`� I Y °i ' ? I Curve Data Table No. Radius Arc A earing Chord C24 275.00' 26.06' 5'25'48" 19'05"W 26.05' C25 45.00' 57.19' 72*49'12"0'29'32"E [S52' 53.42' C26 250.00' 107.93' 24'44'11" 8' 17' 10"W 107.10' C27 8.00' 16.30' 116'42'19" S27'41'55"E 13.62' C28 75.00' 18.38' 14*02'16" S79'01'56"E 18.33' C29 275.00' 86.33' 1 T59' 11 " S08'59'36W 85.97' C30 25.00' 29.20' 66'54'40" S33'27'20"W 27.56' C31 102.50' 70.59' 39'27'22" S4711'00"W 69.20' C32 25.00' 16.62' 38'04'54" N81'35'08"W 16.31' C111 225.00' 185.46' 47'13'38" N31'25'10"E 180.26' C278 325.00' 1.03' 0' 10'56" S82' 10'51 "W 1.03' C721 45.00' 42.40' 53'59'27" N 16'22'08"E 40.85' C722 150.00' 158.28' 60'27'37" N 13'08'03"E 151.04' C723 65.00' 84.11' 74'08'39" N54'10'05"W 78.37' C724 45.00' 57.66' 73'24'43" N54'32'04"W 53.79' C725 25.00' 31.76' 72'47'38" N54'13'32"W 29.67' C726 45.00' 83.70' 106'34'10" N3720'15"W 72.15' C727 120.00' 73.50' 35'05'32" N01'35'57"W 72.35' C728 50.00' 115.40' 132' 14'35" N46'58'35"E 91.44' C840 25.00' 31.77' 72'49'12" N30'29'32"W 29.68' C875 28.00' 57.03' 116'42'19" N27'41'55"W 47.67' C876 55.00' 87.99' 91'39'50" N40'13'09"W 78.90' C877 25.00' 28.98' 66*25'19" N33'12'39"E 27.39' C878 150.00' 63.00' 24'03'58" N54'23'20"E 62.54' C879 25.00' 32.77' 75'05'58" N79'54'20"E 30.47' C880 45.00' 29.91' 38'04'55" S81'35'09"E 29.36' C881 25.00' 62.83' 143'59'27" S28'37'52"E 47.55' C882 25.00' 32.03' 73'24'43" S54'32'04"E 29.89' C883 25.00' 46.50' 106*34' 10" S3T20' 15"E 40.08' C884 30.00' 69.24' 132'14'35" S46'58'35"W 54.86' C885 295.00' 28.90' 5'36'46" NO2'48'23"E 28.89' C 1089 279.46' 25.74' 5' 16'39" S52' 18'41 "W 25.73' C1090 275.00' 0.30' 0'03'48" S49'38'05"W 0.30' C1214 19.00' 22.41' 67'35'04" N33'47'32"E 21.13' ��r S�50g49 1284 `\ \\c' \� I vimo // L904 al O / / .r O >>\ \ I a- °° N / / (TIE � I w LINE) O �� �Pyl / �•� ��5�6�9%?� S2�� \ ,r�\ ��\ \ I n a GN 'y0 p0I `x % /f 5��69$� �1� 46 1839 \ \ \\\ i r o G Q �33'04'4VEE �4p7 �0134; `,ma / m. W 7.% 0 or ¢\�P�s\ TRACT R �, j ------------J ff�\��,\\ DETAIL "F /. / O J �rG,�c� / �k \ \ °o. \ N o\\ cSy� \\ SCALE 1" = 20.00' rn\Ir ``\.17 \\ o \ \ ,c230 \1 \ / f o ap`L9 69 \ d NORTHEAST CORNER /� / i i12\ O F TRACT 1 A //°� 5 00' P S L U E � GLYNLEA BOULEVARD NORTH Line Data Table No. Bearing Length L23 N34'58'04"W 50.00' L24 N70' 10'30"W 175.15' L25 S72'00'49"E 66.87' L26 S00'00'00"E 116.82' L27 N62'32'41 "W 87.36' L28 S79'22'24W 56.13' L29 N10'37'36"W 61.44' L402 S5743'12"E 25.12' L404 S30'59'37"W 36.57' L406 S33'10'37"E 66.84' L407 S12'47'37"E 58.89' L408 S35'04' 17"W 5373' L409 N62'23'56"W 42.57' L410 S30'59'37"W 54.01' L429 N66'54'08"W 20.00' L739 N00'00'00"E 73.72' L740 S62'32'41 "E 20.74' L741 N79'22'24"E 11.13' L832 S70'51'17"W 20.00' L904 S73' 15'41 "E 5.22' L905 N12'39'53"W 7.11' / / ,►/ .,`V / ^., ,,,k\o¢ C 1089 sr TRACT R (50.00' PRIVATE RIGHT-OF-WAY) fy a� / /,� \ / c1 oso \ NOT A PART OF THIS PLAT f /•^ h WEST RIGHT OF WAY LINE OF NO WETLAND W-I2 T�� OFUTRAECATTIAORNER GLYNLEA BOULEVARD NORTH 7.650t ACRES / o. p T ( ) o, ` C2.9 r - - - SEE DETAIL "F" / h3�� �/ �/✓ /moo V LTC ���C� f9 T �'� _ _ P.T. L26 P.C. \ NORTH BOUNDARY AOD9 C� I� h _ C885 - 1739 `- - - - t- ?�1 7.00' P.S..0 E f ^ ,�• % OF/TRACT to C2$ �p�T pjj WAS, _ �8�j1 L / O �'1 \ I �O (PLAT BOOK 123, P.C.C. pgcEs& 0,r j T G/ 7.00' U.E. 5.00' P.S.L.U.E. \ \ �L PAGES 31-39 N62'40'27"W 31� �23 / (PLAT BOOK 123, PLAT BOOK 123\I- - - -� ) PRESERVATION TRACT 3 0 /i� ,, &36' G+ 39) ' p T PAGES 31-39) PAGES 31-39) (INCLUDES UPLAND PRESERVE AREA, N/a �s>4, / N _' - _ ?6 p-� SOUTH BOUNDARY I� /h WETLAND AND WETLAND BUFFERS) 2`°/ `b �corr` 2305. 4 /G °`° a o� Rc OF TRACT 1A (13.642+ ACRES) S2 C28 �i23s'48o8, / R3� / TRACT S.M.T. 7 5.00' P S.L.U.E. / // N j 2� 00. W i0/q) oo / 00' C27 (W.M.A.E./I.O.E.) 7A0' U�E. .�/ / 230SS23B2• `M.F / C875 (2.512to ACRES) o. 01 PLAT LIMITS / WEST BOUNDARY R_ r ry� � F 7 . - $ / OF TRACT to L=17g.3 , rv. s� �'/ / i0/q / C6=S13.08, o/ /p LEGEND I ABBREVIATIONS: E- Z6,o`°�ro��`�°`^oti/ p,'CGHLoN OF 30 \ % LS- - - - - - - - LICENSED SURVEYOR ?/ / rr rr/ "� M 25 \�� /.� � TRACT S.M.T. 7 v0 ° ^ry EEC LB - - - - - - - - LICENSED BUSINESS; \F °%•// /;�. �, ^�o`O /n( / ) see N - , ` °j W.M.A.E. t.Q.E. V / G E S C721 16.44 ------ O,• /A) �� �'' /�� 1(2.51121 ACRES) / 45.00' R.P. RADIUS POINT � \\ %�°o� � •. � O.R.------=- OFFICIAL RECORDS BOOK ' \ «�/ / ��Jc�`�`" / TRACT 7 / C882 O/A------- OVERALL \ o/ / �. (FUTURE DEVELOPMENT) 1 'S C 58.169t ACRES o / ah',�^^��`L� a C.C.R. - - - - - - CERTIFIED CORNER RECORD I I 2s\� 'S/ / / ( ) o / ri rh .a.,�.ySo G^`� U.E-------- UTILITY EASEMENT ( '9j o -• �i A �� e,•/ / v D.E.------- DRAINAGE EASEMENT I 1 y °R=140.00' # � o\ �h/ / W.M. - - - - - - WATER MANAGEMENT EASEMENT I I �� �• F\\ .tij �o j L=85.75' E.I.E E. - EMERGENCY INGRESS/EGRESS EASEMENT i / �� �,�, Cg So1'35'57"E C883 L.M. . - - - - - - LAKE MAINTENANCE EASEMENT s' ss. �N20• 20S3 0. C=84.41_ / y� 46a 4a, N15 s,, or, / � UPLAND �s` , _ _ - L.M.I�.E. ------ LAKE MAINTENANCE ACCESS EASEMENT F� F 84.90' �6 �'�`r� /.���' PRESERVATION �s -- A (p C727 G'1`ti6 - - - - - P.U.E-- - - - - - - PUBLIC UTILITY EASEMENT �> NO2'09'03"E - -- \ I / AREA N P.S.L.U.E. ---- PRIVATE UTILITY EASEMENT ��o Z�SI' N2o. (2.432f ACRES) o �� �� PSLUSD PROJECT NO. 1 1-642-06C P.I. - - POINT OF INTERSECTION CITY OF PORT SLUCIE PROJECT P.C. - - - - - - POINT OF CURVATURE 100.66' NO2'09'03"E � 20N15 ? T. P.T.------- POINT OF TANGENCY A420. NO. P24-155 N.T.------- POINT OF NON -TANGENCY �T4.3s3 £ I TRACT 7 P.C.C. - - - - - - POINT OF COMPOUND CURVATURE R=330.70' TRACT 7 (FUTURE DEVELOPMENT) P.R.G. - - - ---- POINT OF REVERSE CURVATURE a Lo52.35'42" ( DEVELOPMENn (5$.169t ACRES) LQ.E�------- IRRIGATION sal6st ACRES) TION QUALITY EASEMENT CB=N01'39'06"W / { C=2 --------- INDICATES (P.R.M.) SET PERMANENT REFERENCE ; / E MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM MATCHLIHLINE - L67768"UNLESS OTHERWISE NOTED. � SEE SHEET 25 OF 30 QQ - - - - - - - INDICATES (P.C.P,) PERMANENT CONTROL POINT eopornt STAMPED "PCP LB7768" S u rveyl ng, In, j 528 NORTHLAKE BLVD, STE 1040 FAX: 013)8-2266� •�--------- INDICATES (P.R.M.) FOUND PERMANENT REFERENCE ALTAMONTE SPRINGS, FLORIDA 32701 WWW.GEOPOINTSURVEY.COM MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM PHONE: (32 I) 270-0440 LICENSED BUSINESS NUMBER LB 7768 LB3591" UNLESS OTHERWISE NOTED. w / I PLAT BK 135 PG 17 LTC RANCH WEST POD 9 PHASES 2 AND 3 SHEET 17 OF 30 PLAT BEING A REPLAT OF TRACTS 1113211 AND 1113311, LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY BOOK FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED 1N PLAT BOOK I 11, PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 1 S AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA 7 i l j 11 BCU GLyNLE ` PLAT MITS o N / I�vARD A / o ! r / o NORTH l am"obi / / ♦, -C 121 0o S / % C'2 sL909 `/ ` `�. ♦' ♦ LTC RANCH WEST PHASE 1 �� a / �, L908 / CO (PLAT B 11 . PAGES - -♦ (P BOOK 1 AGE 1 23) / L907 C O6 / J cv ,� C 1220 -i ♦ / / o _ _ a o J �, / ♦„\ NOT A PART OF THIS PLAT / �O GL yNLE / n S aQ TRACT o m W / 3� • (\ ULEV A / (.. Q % O � O O� ♦ 20.00' PUBLIC ;...... ._..... , ._ - ARD / ►000 \ `� LITILITY EASEMENT KEY MAP: SCALE 1 1500.00' Curve Data Table No. Radius Arc A Bearing Chord C573 505.00' 1.54' 0'10'30" N35'26'35"W 11.54' C574 345.00' 56.84' 9'26'26" S40'04'32"E 56.78' C575 345.00' 58.31' 9'41'03" S49'38'17"E 58.24' C576 345.00' 40.17' 6'40'15" S57'48'56"E 40.14' C577 195.00' 5.55' 1'37'52" S61'57'59"E 5.55' C578 195.00' 57.03' 16'45'23" S71'09'37"E 56.83' C579 195.00' 57.03' 16'45'23" S8755'00"E 56.83' C580 195.00' 12.27' 3*36'18" N81'54'10"E 12.27' C581 505.00' 73.76' 8'22'07" S84'17'04"W 73.70' C582 505.00' 72.37' 8' 12'38" N8725'33"W 72.31' C738 1206.00' 817.40' 38'50'02" S46'29'30"E 801.85' C780 805.00' 33.64' 2'23'41" S14'00'10"W 33.64' C781 805.00' 31.10' 2' 12'48" S 16' 18'24W 31.09' C1128 505.00' 85.47' 9'41'50" N40'12'14"W 85.37' C1131 345.00' 155.32' 25'47'43" S48'15'11 "E 154.02' C1134 816.00' 15.07' 1'03'30" S19'15'15"W 15.07' C1167 1206.00' 797.65' 37'53'44" S46'01'20"E 783.19' C1170 1086.00' 718.28' 3T53'44" S46'01'20"E 705.26' C1215 318.00' 13.20' 2'22'41" S78'20'58"E 13.20' C1216 311.46' 16.41' 3'01'07" S78'03'03"E 16.41' C1219 382.00' 23.37' 3*30'18" S76'31'33"E 23.36' C1220 389.00' 27.23' 4*00*40" S76'46'44"E 27.23' a (O.R. 4990, PG 2464) -J DETAIL "G»: DETAIL "H": ''/ �g �♦ 0 U- SCALE 1" = 20.00' SCALE 1" = 20.00' SO' ♦♦ \ \ ` rn 00 o W r N �' ♦♦ \ ` 0 TRACT OBS00 UNDARY oW , wCn Cn �� ♦ �. ` ' 1 N.0 Via' `''0 rnCO n co G�;♦ - �`, M� TRACT 15 O �P'�♦♦ `� (FUTURE DEVELOPMENT) o�o„� ♦' . (8.467t ACRES) co co ,voi ` SF�SNFFF. ��^� �♦' 20.00' PUBLICR78 LPG EASEMENT T ♦ (0 50 1 ) N 18 C b Cj�OF3p �� ♦♦ 8 ``. R=1206.00' P. o 2g ) CF , Ui ' ' ` ♦ ` C8=S58'32'14"E C♦ 297- -_ _ _- -C295 C \ . \ .� S42'46'30"E C-1258.93' 18.35' ` C16 /SO41\� \ ♦' `� 179.48' ` L822(0/A) o 00 1 �\204 p0 �� \ �\ �i� ��� O�,�F y�\ t S42'46'31"E 00 �`' o .o G \ \i D� `\ 175.92 oo j,, i i 0 LA v, N "' J oo / \ �'2,q7, vC�G/ \ ��. oo �s TRACT 1 ^ry • c'" W 0 N 0) o cn o ',�� 4% \ 1 C?9 F q, \' \ , S0' - A` `� (FUTURE DEVELOPMENT) ` . coo' •• o c,+ v, 'r ow cp o CO o n' J' p \ \ ��C • `�I' \ \ r C1128" C573 �(34.058f ACRES) `. 0 c0 o a, N v- � o " o 'S'T F- TRACT 1 -►I o -n cn cp v Cj of O \ \ �O e�l \ �\ 10 ( C, r'' con ,^`� C� O \?`9c, x/ \ C33518.35' C539 C538 a 60 \ , `� q00" C537 o C' \ ti CS)s S80'03'17"W R,�9Cs36 �ry O Onj�F Op0 \ w -1 A°o \` e /� �VZ�ZO 294.87' L�2 S00 h �00 �� C291 `'� ✓ \ Oo 18.68' S ?2 Q d,os �s82, L a� 66 \ o \� S6/60 '`630 526- N86'59'47"E C1134 ���� CB N6�3S23yCAS,\\\00• `o_ -- 105.02_- ;--- 4,7 90� 00 F \ r'�p O \ \ h Ci o' `�F ? 249.____-N86'5947"E 3), ly C'S� 5� jot S 00 \ '� C� �c \ p0'y 1" 7 S ` 346 N83'38 15 E _ - - - W.M.E. 99.75 '>'' co^_ 52,8?' 20.00 C406. _ - - - a9,75' 4' Q' Q C533 255.17_ _ _ _ - C581 i C582 ,y+� \?S �S \ ,�� So� O. . N83.3i15E _--- - 0� 5F 00 \ S \ \ .. C577 0 p1. o / s 'S 1 \ \ h° Q dO° C5�8 X405- ------ O? hb�� �.y0 C,? ��,9. '`C3\ \ �,O o ^cbo r� C579 47.1 p6,04»E 1 12.52 Z 5.40' p i I / V �, o N80 0 0 L78 (NR) ,� �? f� \ 6; (SRC `f, S8� \ `' h h� o i o i o �O� o Z C580 o co to 0 0.0. L,.i / ,w CAS ti� � "�° c qC, 8 q� o° o rn P i+� o w n `% �k'f �66 '� \ ?B6 '�FSJ / ,6 �`�' Oo 4' co � 0 -� o N _ „y> p \ S6 ! o Q N o N vi 4i . Q 09, m c O6 ^0d� ••� \ 8S C °3F \,C339 ^ =w O� p N*, `+ i I bo / SSO tx� hb O \ N6�, 13 ' `S¢ \ ti � o o c 0 0 t1� cb 4 � ?SS 13 � °903, 28g, 76 � �' � rn o 00 ^ N III I '` O N • 61 ?.8 32 h, ;v- m h� ^ 0� O C284 4 4 • 84. ` \ o 0 0 - _ _ a\�(��sS CS? ,y0 hb r� O o \�00. N61, SF �r _ 2 o C342 - _ .. C343 'i C344 G1 m C� o ?9 SO g O ,\'� 09. �. �O i C3 i- f pp' C132 fit ?S, st O 'y ^ cy O jOl U FT 40 60. C+\'!'3r R>B9. ,y^ oo oo \ QOO: �/. S '9/� "Cn „- �; - -� - - -- 46 g5'. "E 112.52' ?9? `� 0r06, 1 » ^� F -C341- '- - p srr. I� ?8 h /� ^o° ?8. FT / / / o C 131 6' 01 W � i .� h �"� Oo \ ' 7 -� �i 112.5 CAA,.CS?) �'y° off^ ^ryo �A5 C283 N, \82 -�- _/ o C65 C14--�P C �SSo _ _ C526 ryh h '�+�^ o °O \287_ _ , N C 114 112.5 -C280- - - 6. 4° ��� :o° b� c� o' o •J� - - .,,1.�9 SEE DETAIL r\ 7.0o0U.E..S.L.U.E.J �6Dt SHEET 150�30 LEGEND / ABBREVIATIONS:2j525 cV0 �� ------- LS - LICENSED SURVEYOR LB - - - - - - - LICENSED BUSINESS �,,`�' �Oti O R.P.- - - - - - - - RADIUS POINT ' cR 4 �, h°�� ���0�� ' O.R.- - - - - - - - OFFICIAL RECORDS BOOK G� S°so CS2 L� 0 A - - - - - - - - OVERALL' TRACT 7 Ce, 0� 3j 3 �5�/ L O (FUTURE DEVELOPMENT) � 6�5�4 2" C.C.R. - - - -- CERTIFIED CORNER RECORD (58.169f ACRES) 77s)9. 4 6Y 5 / U.E.-------- UTILITY EASEMENT , D.E. - - - - - - DRAINAGE EASEMENT / ---- W.M.E. -- WATER MANAGEMENT EASEMENT E.I.E.E. ----- EMERGENCY INGRESS/EGRESS EASEMENT ,� / L.M.E. ------ LAKE MAINTENANCE EASEMENT R=1oo.00' o // L.M.X.E. ----- LAKE MAINTENANCE ACCESS EASEMENT L=93.08' P.U.�.------- PUBLIC UTILITY EASEMENT p.o53*19'48" P.S.L.U.E. --- PRIVATE UTILITY EASEMENT Cg=N86 1910"E / � C=89.75' P.I.------- POINT OF INTERSECTION S6;,00 M -------- POINT OF CURVATURE F 9,25, P.T. ----- - POINT OF,TANGENCY N.T. POINT OF NON -TANGENCY \ \ - P.C. .------- POINT OF COMPOUND CURVATURE ,. \ MATCHLlNE -SEE SHEET25 1 0 P.R.c:. ------ POINT OF REVERSE CURVATURE \` OF 30 • • - . - - 2`� I.Q.E. - IRRIGATION QUALITY EASEMENT -f -I-- INDICATES (P.R.M.) SET PERMANENT REFERENCE nn- MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. Q-------- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" --------- INDICATES (P.R.M.) FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. Line Data Table No. Bearing Length L68 N12*48'19"E 42.97' L69 N12'35'12"W 21.57' L70 N22'22'51 "E 42.36' L78 S33'07'20"E 41.19' L822 S80'03'17"W 294.87' Line Data Table No. Bearing Length L906 N1750'23"E 1.98' L907 N12'50'23"E 2.00' L908 S12'14'48"W 2.00' L909 S12-14-48"W _2.00' i PAGE 120 Curve Data Table No. Radius Arc A Bearing Chord C41 1086.00' 1192.71' 62'55'31" S58'32'14"E 1133.66' C65 350.00' 236.70' 38'44'56" N80'31'31 "W 232.22' C66 500.00' 225.11' 25'47'43" N48'15'11"W 223.21' C67 350.00' 394.56' 64'35'23" N6T39'01 "W 373.99' C114 375.00' 253.61' 38'44'56" N80.31-31 "W 248.81' C115 525.00' 236.36' 25'47'43" N48'15'11 "W 234.37' C116 325.00' 366.37' 64'35'23" N67'39'01 "W 347.28' C129 375.00' 422.74' 6435'23" S67'39'01"E 400.71' C130 475.00' 213.85' 25'47'43" S48'15'11"E 212.05' C131 325.00' 219.80' 38'44'56" S80'31'31"E 215.63' C132 375.00' 101.61' 15'31'28" N8T51'45"E 101.30' C133 25.00' 36.14' 82'49'09" N54'1254"E 33.07' C134 805.00' 64.74' 4'36'28" N15'06'33"E 64.72' C 135 816.00' 52.06' 3'39'21 " N20'33' 1 1 "E 52.06' C279 196.55' 11.29' T17'24" S81'05'42"W 11.29' C280 375.00' 164.45' 25'07'35" S87'20' 12"E 163.14' C281 375.00' 38.47' 5'52'38" S71'50'06"E 38.45' C282 375.00' 38.47' 5'52'38" S65'57'28"E 38.45' C283 375.00' 12.23' 1'52'06" S62'05'06"E 12.23' C284 525.00' 14.04' 1'31'55" S60'23'05"E 14.04' C285 525.00' 38.89' V 14'40" S57'29'48"E 38,88' C286 525.00' 38.89' 4'14'40" S53'15'08"E 38.88' C287 525.00' 38.89' 4'14'40" S49'00'27"E 38.88' C288 525.00' 38.89' 4'14'40" S44'45'47"E 38.88' C289 525.00' 38.89' 4'14'40" S40'31'07"E 38.88' C290 525.00' 27.86' Y02'27" S36'52'33"E 27.86' C291' 325.00' 14.75' 2'35'59" N36'39'19"W 14.74' C292 325.00' 63.46' 11' 11' 14" N43'32'55"W 63.36' C293 325.00' 63.46' 11 * 1 V 14" N54'44' 10"W 63.36' C294 325.00' 63.46' 11' 11 ' 14" N6555'24"W 63.36' C295 325.00' 63.46' 11' 11' 14" N7T06'38"W 63.36' C296 325.00' 63.46' 11'11'14" N88'17'53"W 63.36' C297 325.00' 34.34' 6'03' 13" S83'04'54" W 34.32' C335 375.00' 1.15' 0' 10'30" N35'26'35"W 1.15' C336 475.00' 78.26' 9'26'26" S40'04'32"E 78.18' C337 475.00' 80.28' 9'41'03" S49'38'17"E 80.19' C338 475.00' 55.30' 6*40*15" S57'48'56"E 55.27' C339 325.00' 9.25' 1'37'52" S61'57'59"E 9.25' C340 325.00' 95.05' 16'45'23" S71'09'37"E 94.71' C341 325.00' 95.05' 16'45'23" S87-55-00"E 94.71' C342 325.00' 20.45' 3'36'18" N81'54710"E 20.45' PSLUSD PROJECT NO. 11-642-06C CITY OF PORT ST. LUCIE PROJECT NO. P24-155I G--eoPo nt Surveying, Inc! S28 NORTHLAKE BLVD, STE 1040 FAX: {813) 248-22 ALTAMONTE SPRINGS, FLORIDA 32701 WWW,GEOPOINTSURVEY.COM PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 I Curve Data Table I v \No. Radius Arc 0 Bearing Chord C343 375.00' 54.77' 8'22'07" S84'17'04"W� �54:72'- C344- �375.00' 46.8� 7-09-21" N87.51 2"W 46.80' �C405 195 00'- -131.88' 38'44'S6" S80'31'31 "E, �9.38' C406' �505.00- 146.1j '16'34'46" N88'23'23"E 145.62' C523 505.00' 51.80' 5'52'38" j S71-50-06"E 51.78' C524 505.00' 51.80' 5'52'38"I S65'57'28"E 51.78' C525 505.00' 16.47' 1'52'06 1 S62;05'06"E 16.47' C526 655.00' 17.51' 1'31'55"\ S60'23'05"E 17.51' C527 655.00' 48.52' 4'14'40" �S5729�48"E 48.51' C528 655.00' 48.52' 4'14'40" S53'15'08"E- -48;51' C529 655.00' 48.52' 4'14'40" S49'00'27 E 48.51' C530 655.00' 48.52' 4'14'40" S44'45'47"E 48.51' C531 655.00' 48.52' 4'14'40" S40'31'07"E 48.51' C532 655.00' 34.76' 3'02'27" S36'52'33"E 34.76' C533 195.00' 8.85' 2'35'59" N36'39'19W 8.85' C534 195.00' 38.07' 11'11'14" N43'32'55"W 38.01' C535 195.00' 38.07' 11'11'14" N54'44'10"W 38.01' C536 195.00' 38.07' 11'11'14" N65'55'24"W 38.01'< C537 195.00' 38.07' 11*11'14" N77'06'38"W 38.01' C538 195.00' 38.07' 11'11"4" N88'17'53"W 38.01' C539 195.00' 20.60' 6*03'13" S83'04'54"W 20.59' PLAT BK 135 PG 18 LTC RANCH WEST POD 9 PHASES 2 AND 3 PLAT SHEET 18 OF 30 BEING A REPLAT OF TRACTS 11132" AND 1113311, LTC RANCH WEST POD 9 PHASE I AS RECORDED IN PLAT BOOK J BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I 1 I , PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 15 AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA ` SOUTHERLY B UNDARY OF TRACT 0-5 moo. s �---LTC RANCH WEST PHASE 1 \ t (PLAT BOOK 111, PAGES 1-23) NOT A PART OF THIS PLAT TRACT 15 JRE DEVELOPMENT) ` O B.467f ACRES) \ \ \ PLAT OMITS 20.00' PUBLIC ` �\ UTILITY EASEMENT \\ (O.R. 4990, PG 2464) �\ \ LIC / ` \ BENT 1644) tit \ \ R=1206.00' ti `\ �\ L=1324.50' \ \ a06255'31" \ \ C8=S58'32'14"E \ \` \` (o/A) �\ ° SOUTHERLY BOUNDARY OF TRACT 0-5 \ 0 \ \ \ ` ♦ ` - -- - -- - - - - - - - • ` o m ` ` N$U v''._-•-�'""- 1 �075'3T01" " \ ��jvA: �j, \ \ ♦ ♦ � ` LS- - - - - - - - LICENSED SURVEYOR 7.00, U.p\ ,��o� `� �� ♦♦ LB -------- LICENSED BUSINESS ' ' o 394 F c=30.65' Ce.��� �o\ R.P. ------ RADIUS POINT ' o' 6755 S ,. C403 c;tiRsRpoo� ♦y\ `� i ! C1164 `` R`S� ter'?��j. \\ ♦♦ `\ `� -0.Ra-------- OFFICIAL RECORDS BOOK �77 C56s css7 `� a,��3� Soo• S9-oi ♦♦ ` O/A-------- OVERALL 1 C568 \ Ce S63¢S2 4, �i \\ ♦♦ C.C.IR- ------ CERTIFIED CORNER RECORD 1 C565 J o o ' \ �40,>,24, \ ♦♦♦ \ o C 7 .i U.EJ-------- UTILITY EASEMENT o o E.CS665 \ F ni M 9 \ D.-------- DRAINAGE EASEMENT 00 R=35.00' 1• 1 Q, o CD 0 ^ N o \ L=93.81' W.M.E. - - - - - - WATER MANAGEMENT EASEMENT o o ow � w in M o �W vt`i W \ \=153'34'32" l�r1Ei N 3 ♦ ♦ n�0 N : r co \ CB=N52'31'24"E �+: r O E.i.�.E. ----- EMERGENCY INGRESS/EGRESS EASEMENT �'� 1 v,�' *� c °�� J' o CS) g �'t ♦ 0 M O ri \ C=68.15' L.M. . ------ LAKE MAINTENANCE EASEMENT `" M o) �•, o' /! �o o'2 ♦ '� L.M.A.E- ----- LAKE MAINTENANCE ACCESS EASEMENT n ` C128 o Z Z o N J' moo"' \ �� ♦ �� C327 - P.U.E.------- PUBLIC UTILITY EASEMENT Ct7 _ _ _ _ 0 _ - -C328- -C329- n. p c�C o cS �y �h� ♦♦ P.S.I.U.E. ---- PRIVATE UTILITY EASEMENT SF�MgTc \ ` " �C o �� Opo ��o �� �� 0 L439 ♦♦ ����, 33 ti \_--C1166 ♦ G`Z` P.I..-------- POINT OF INTERSECTION � S,y�� y�/iy SEE SHE HCINE _ rev . o, ` 24.79' ♦ ♦ Q� P.C.-------- POINT OF CURVATURE r7,g F' ,; ET 1-7 OF 30 33�' �o°L , OF, '' �'� �o \ SAS. ♦♦ �` P.T.-------- POINT OF TANGENCY 30 N.T.-------- POINT OF NON -TANGENCY ` � _. - - - - -- _ , _ \ ,�o � � ��,� ��9 ♦♦ P.C. .------- POINT OF COMPOUND CURVATURE P.R.6.------- POINT OF REVERSE CURVATURE \ 11,50 9 �o��,°`'��o' '���, \ ♦♦ `� � \ I.Q.E�- - .IRRIGATION QUALITY EASEMENT .00. C 1 1 o°� 17 ------ � ` • ` --- INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM �'% LB7768" UNLESS OTHERWISE NOTED. \ \ yT•o� d�O ���\ 0 -- ------ INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB776$" $--------- INDICATES (P.R.M.) FOUND PERMANENT REFERENCE \ 0 \ \ MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM \ \ LB3591" UNLESS OTHERWISE NOTED. \ \ \ PAGE 1 �1 Curve Data Table ? No. Radius Arc A Bearing Chord C128 25.00' 39.27' 90'00'00" S5456'43"E 35.36' C324 375.00' 48.08' 720'46" N28'15'58"W 48.05' C325 375.00' 48.08' r20'46" N20'55'12"W 48.05' C326 375.00' 47.79' T18'06" N13'35'46"W 47.76' C327 375.00' 12.80' 1'57'23" S81'01'59"W 12.80' C328 375.00' 57.71' 8'49'04" S86'25'12W 57.66' C329 375.00' 57.71' 8'49'04" N84'45'43"W 57.66' C330 375.00' 57.71' 8'49'04" N75'56'39"W 57.66' C331 375.00' 57.71 8'49'04" N67'07'34"W 57.66' C332 375.00' 57.71' 8'49'04" N58'18'30"W 57.66' C333 375.00' 60.12' 9*11'07" N49'18'24"W 60.05' C334 375.00' 60.11' 9'11'01" N40'07'20"W 60.04' C402 505.00' 193.85' 21'59'38" S20'56'32"E 192.67' C403 505.00' 569.29' 64'35'23" S67'39'01 "E 539.62' C562 505.00' 64.75' r20'46" N28'15'58"W 64.70' C563 505.00' 64.75' r20'46" N20'55'12"W 64.70' C564 505.00' 64.36' 7'18'06" N13'35'46"W 64.31' C565 505.00' 17.24' 1'57'23" S81'01'59"W 17.24' C566 505.00' 77.72' 8'49'04" S86'25'12"W 77.64' C567 505.00' 77.72' 8*49*04" N84'45'43"W 77.64' C568 505.00' 77.72' 8'49'04" N75'56'39"W 77.64' C569 505.00' 77.72' 8'49'04" N6T07'34"W 77.64' C570 505.00' 77.72' 8'49'04" N58'18'30"W 77.64' C571 505.00' 80.96' 1 9'11'07" N49'18'24"W 80.87' C572 505.00' 80.94' 9' 1 1'01 " N40'07'20"W 80.86' C737 1086.00' 916.36' 48'20'45" N51'14'51 "W 889.42' C738 1206.00' 817.40' 38'50'02" S46'29'30"E 801.85' C871 1086.00' 944.67' 49'50'22" N51'59'39"W 915.17' C1117 505.00' 63.85' 7-14'41" N39-09-10"W 63.81' C1118 505.00' 20.07' 2'16'39" N43'54'50"W 20.07' C1128 505.00' 85.47' 9'41'50" N40'12'14"W 85.37' C1164 505.00' 92.13' 10'27'11" S85'16'53"W 92.01' C1165 505.00' 391.69' 44'26'22" N6T16'20"W 381.94' C1166 525.00' 14.13' 1'32'31" S43'32'46"E 14.13' C1167 1206.00' 797.65' 37'53'44" S46'01'20"E 783.19' C1170 1086.00' 718.28' 1 3T53'44" S46'01'20"E 1 705.26' } PSLUSD PROJECT NO. 11-642-06C CITY OF PORT ST. LUCIE PROJECT NO. P24-155.1 / GeoPol nt 3 SuIV ` 1 eying, Inc. '1:: � S28 NORTHLAKE BLVD, STE 1040 FAX: /(813) 248-2266 ALTAMONTE SPRINGS, FLORIDA 32701 WWW.GEOPOINTSURVEY.COM PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 PLAT BK 135 PG 19 I:I I 16 i" { s f s f' I / k 4 P W .......... _ /+► ��,7.7751' T.10 30 : 13 :£ KEY MAP: SCALE 1" = 1500.00' Line Data Table No. Bearing Length L61 SQT 15'03"W 71.38' L65 SOT15'03"W 68.25' L66 N07'15'03"E 74.51' L67 N80'03'17"E 13.38' L384 N39'55'18"W 61.23' L452 S51'03'04"E 90.13' L453 S51'03'04"E 75.13' L506 N38'56'560E 125.23' L507 N32'07'45"W 55.29' L508 N28'00'37"E 62.37' L509 N66'57'55"W 119.65' L510 N36'57'55"W 51.85' L511 N61'37'05"W 85.05' L512 N35'16'20"W 71.71' L513 N04'36'29"W 70.33' L514 N1r40'44"E 1.61, L515 N25'51'00"E 44.69' L516 N77'23'54"E 38.45' L517 S4T51'20"E 51.56' L518 N26'15'45"E 83.64' L519 S7(735'49"E 74.38' L520 N55'01'25"E 66.90' L521 N09'21'20W 81.61' L522 N 18' 15'01 "E 57.58' L742 N8703'17"E 31.49' L834 N85'40'25W 20.00' L911 S71'55'29"W 7.07' L912 I S21' 15' 19"E 1 5.10' LEGEND ! ABBREVIATIONS: LS- - - - - - - - LICENSED SURVEYOR LB - - - - - - - - LICENSED BUSINESS R•P- - - - - - - - - RADIUS POINT O.R.- - - - - - - - OFFICIAL RECORDS BOOK O/A- - - - - - - - OVERALL C.C.R. ------ CERTIFIED CORNER RECORD U.E.-------- UTILITY EASEMENT D.E--------- DRAINAGE EASEMENT W.M.E. ------ WATER MANAGEMENT EASEMENT E.I.E.E- ----- EMERGENCY INGRESS/EGRESS EASEMENT L.M.E. ------ LAKE MAINTENANCE EASEMENT L.M.A.E- ----- LAKE MAINTENANCE ACCESS EASEMENT P.U.E.------- PUBLIC UTILITY EASEMENT P.S.L.U.E. ---- PRIVATE UTILITY EASEMENT p,1,-------- POINT OF INTERSECTION P.C.-------- POINT OF CURVATURE p•T---------- POINT OF TANGENCY N.T.-------- POINT OF NON -TANGENCY P.C.C.------- POINT OF COMPOUND CURVATURE P.R.C.------- POINT OF REVERSE CURVATURE I•Q,E,------- IRRIGATION QUALITY EASEMENT -�---------- INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. ®--------- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" $---------- INDICATES (P.R.M.) FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. LTC RANCH WEST POD 9 PHASES 2 AND 3 A BEING A REPEAT OF TRACTS 11132" AND 1113311, LTC RANCH WEST POD 9 PHASE I , AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE I . AS RECORDED IN PLAT BOOK I I I , PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 15 AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA 5.00' P.S.L.U.E. U (PLAT BOOK 123, 1 PAGES 31-39)� 1 l x i Y "J o (0 l m o W ai 0-EL &C7 r� L912 (TIE LINE) l I I TRACT R L------------ J DETAIL "I": SCALE 1" = 20.00' SHEET 19 OF 30 PLATBOOK JJ PAGE ! 3 o3sF 'l 650 i--• _ _ / MATCHLINE - SEE SHEET 20OF30 0 700' pSluE' i- ��� / 1 372 G i ` 6g00Lr SF 0 1 �b I co Z 65 O�SF o o rn-j ` 1 7 ,0 �y E, 394 /ry N �; '`' b TRACT S.M.T. 3 1 1 q s75 /�H a o o N (W.MAE./I.Q.E.) w t w 370 ` 1� �m V� (2.07t ACRES) ' � 65p0 SF j � � � � 60 0 30 60 120 / V't . y .:: R-730.00 �52y°°. ��, ' lm{ SCALE:. 1 �, = 60' L-66.74 k ��2a �{ L742 53.0 t` 1 ►TJ 0,0 1 Z f h-0059 4'17" 1, -15 ,2�"E -" "'" 49, 50.00 2C6.499 ` w cr , `w R► o f CB-S06'56'43"w D p 3 5. 76 60 pq e� p3.17� ` o o rn O� ' U C-66.71' G8 '2� E. 55 43,43� N o o Z w w W w 00 W 0p, `.M C 0 7- xo e7 z n m ko �c9 cn� 1Fp i .20 G549 rn� W o rn 0 ion L8341 L'Q7 ��� / ? rn +o �` 0' W w } rn rj TIE Q�02 •35'� tA o N� N w w o NE)'c�9 ce �7 �9 �' ,�,�6 G•�o�� '" - _ + " Curve Data Table �o r 10 38, ` co N o �, o o I I c -- '+ No. Radius Arc A Bearing Chord 21.95 oo r- • I '?8 �6 C68 350.00' 444J3' 72'48'15" S43-39-1O"W 415.41' C6 y O 6> > .- -' -50.00 I I 63.38 C117 325.00' 412.97' 72'48'15" S43'39'10"W 385.74' � �` o , �' o C309 60.00 " 151.49 L - - - P A I t 1 !. ,`�O??� �� oo -43.43 r, Ng0'03 17 E "r TAII-"t" _ C118 375.Q0' 476.50' 72'48'15' N43'39'10"E 445.09' • i ,�' y �. cr 231.49 317"'N SEA OE - r- - _ "E 35.36' MENT) cp�i ��, $- -� 8 • S8C.0 r . C119 25.00 39.27' 90'QO 00" N35'03 17 dr ! G 6 '�� s C30 $ 4,87 "W 40'00 C128 25.00' 39.2T 90'00'00" S54 56'43E .35.36' -�\ ` p_ �� 29 Sg0.p3'17 60.p0', '� i rr� I+ �, Z94.87 - ,� -- N ! 2ry 7' •�Q-`� �� /GJ�2� _qO� P•V• ( ! .6Q•0Q- '.r N o , , w , , YN ` 00' -- •� coo, `R C298 325.005.53 0'58 31 S79'34 02"W 5.53 !! �� �jr �� Q - /. /' �(�� �.'�r36.51 �60 o �,� 0)Q C299 325.00' 96.68' 17'02'39" S70'33'27W 96.32' !?• G AQj� CZ9 CP o CO r" cn Q0 O C300 325.00' '43" 96.33' 3'" coo. c},+" oo m N �` -° N^ r C301 325.00' 95.07' 16'45'39" S36'36'35"W 94.73; �: cn 0�0 G N �+ o Ct o C302 325.00' 95.07' 16'45 39 S19'50 56"W 94.73 (a!r ! �0' / G�� /� / /j .� N In O 0 r �� / / ,�g/ \ ,yp0 j / �� `` Q- 'o �'' �, (��1 -n o $ C303 325.00' 23.92' 4 13'03" S09'21'341W 23.92' �� / / j , Vc b 00, 4 y C304 375.00 224.96 34!22 18 S24 26 12"W 221.60' �`r! 'T !! / / G •.^ / / "o s� ? o 0' g0• C305 375.00' 57.70' 8'48'56" S46'01'49"W 57.64' 0. A O C54C, 60•00 4' 87, S8"03, C306 375.00' 60.11' 9'11'01" S55'01'48"W 60.04' 2g �y gb•51 C307 375.00' 60.10' 9' 10'59" S64 12'48"W 60.04' %plC541 375.00' 57.70' 8'48'57" S73'12'46"W 57.64' C309 375.00' 15.93' X26'03" S78.50'16"W 15.93' w // ��8690 G " ! C540 195.00 3.32 0'58 31 S79'34 02"W 3.32, S6746��5 C541 195.00' 58.01' 1T02'39" S7733'27"W 57.79' 7� �� C542 195.00' 58.01' 1 T02'43" S53'30'46"W 57.80' h �/ ,�� •0�, G r C543 195.00' 57.04' 16rV 45'39" S3636'35'1N 56.84' C544 195.00' 57.04' 16'45'39" S19'50'56"W 56.84' C545 195.00' 14.35' 4'13'03" S09'21'34''W 14.35' ^ • •h�, �'� �4;` f 1f o S78'31 , t30 w C546 505.00' 77.70' 8'48'56" S46'01'49"W 77.62' 00 • y C547 505.00' 80.94' 9.11'01 S55'01'48"W 80.86' S cS� p I I f C545 -� ip� 2�i �� ^ f ( 4 • Z C548 505.00' 80.94' 9'10'59" S64 12'48W 80.85' qJ �� f f ( 832688 F �. i m C549 505.00'" 77.70' 8'48'57" S73'12'46W 77.63' If �` F ♦ + f90 � ♦` � � If f f S89'52 43"E (0�2'44 57"E 130.p0• R 1 C550 505.00' 21.45' 2726'03" S7 i i m 8'50 ' 16"W 21.45' 130.00 f f 50.39 "� T N m C689 45.00 34.75' 44-14'52" N1T47'S1 *W 33.90' 1 r MATC N82'44 57"W 25.19' 5.19, N f SP C� O-10 (OPpY +n m C690 750.00' 68.56' 5'14'17" N06'56'43"E 68.54' r ! HLINE -SEE SHEET (0.070f '� 24 OF �) ''� • rr r 30 i m► C691 50.00' 19.24' 2TO3'05" N20'35'24"E 19.12' TRACT 7 C692 200.00 74.22 21'15 45 N2007 32 E 73.80 � � -�, " -" r (FUTURE cn-L AP4 DENT) tl rco: rzn nn' rsz RR' 6728'07" N43-13'43"E 55.53' 29'10'43" N68'10'WE 60.45' 9T20'180 S44 5O'34"E 37.83' 20'26'02" S19'46'53"W 10.64' 6728'07" S4X13'43"W 33.32' ' 9(r00'00" N35'03'17"E 35.36' 1' 29'58'35" S65'04'00"W 261.21' I' 8'27'21" S45'51'WW 74.46' i' 90'00'00" 1 S35'03'17"W 26.87' DJECT NO. 11-642-06C RT ST. LUCIE PROJECT )point -Surveyiingo"'111C. 40 / FAX X(813) ,48-2266 ALTAMONTE SPRINGS, FLORIDA/32701 WWW.GEOPOINTSURVEY.COM PHONE: (321) 270-0440 VLICENSED BUSINESS NUMBER LB 7768 I PLAT BK 135 PG 20 KEY MAP: SCALE 1" = 1500.00' Curve Data Table No. Radius Arc d Bearing Chord C696 125.00' 74.22' 34 01'10" N28'06'41 "E 73.13' C697 50.00' 37.53' 43'00'32" N32.36'21 "E 36.66' C735 1086.00' 254.58' 13'25'53" N83.37'47"W 254.00' C736 1086.00' 20.00' 1'03'19" N75'56'54"W 20.00' C737 1086.00' 916.36' 48'2O'45" N51'14'51"W 889.42' C871 1086.00' 944.67' 49'50'22" N51'59'39"W 915.17' C886 26.00' 41.15' 90'41'20" S7725'30"E 36.99' C887 25.00' 36.59' 83'50'58" S80'5O'42"E 33.41' C888 395.00' 16.99' 727'50' S40'09'08"E 16.98' C889 20.00' 27.17' 7T5O'45" N38'12'06"W 25.13' C893 30.00' 37.62' 71'51'10" S09'11'41"W 35.20' C894 30.00' 67.98' 129'50'30` S76'01'2'0"W 54.34' C895 875.00' 35.54' 719'38" N40' 13' 14"W 35.54' C1002 27.06' 5.82' 1T19'05" N4718'08"E 5.81' C1004 36.66' 8.21' 1T50'11" N50'14'12"E 8.20' C1005 28.98'', 4.05' 759'51" N53'04'32"E 4.04' C1006 50.38' 20.92' 23*47'18* N73'09'39"E 20.77' C1007 90.64' 18.96' 11'58'59" N88'25'09"E 18.92' C1008 153.57' 24.05' 8*58'16* S80'16'24"E 24.02' C1009 515.58' 46.38' 5'09' 16" S7737' 12"E 46.37' C1010 491.73', 57.76' 6*43*48" S7733'49"E 57.73' C1012 27.58' 26.01' 54'01'42" N11'40'31 "E 25.06' C1013 70.00' 11 18.47' 15'06'57" N66'50'27"E 18.41' C1018 175.00' 54.52' 17 50'54" N3727'35"W 54.29' C1023 725.00' 9.41' 0'44'38" S34 24'19"E 9.41' C1024 855.00' 11.10' 0'44'38" S34'24'19"E 11.10' C1104 140.00', 80.02' 3744'54" N15!39'11"W 78.93' C1105 140,00' 101.50' 41'32'21" N56'21'18"W 99.29' C1106 55.00' 47.77' 49'46'03" N60'28'09"W 46.29' C1107 115.00', 116.84' 58'12'43" N56'14'49"W 111.88' C1108 42.00" � 123.23' 168'06'14" S68'48'26W 83.55' C1109 155.00" 50.83' 18*47'19" S24 38'21 "E 50.60' C1111 655.00', 84.03' 721'02` S3742'31 "E 83.97' C1120 1086.00' 8.30' 0"26'17" N76'41'42W 8.30' C1121 855.00' 27.70' 1'51 *23" S34 57'42"E 27.70' C1136 855.00' 81.99' 5-29'39" S38-38-13"E 81.96' LEGEND / ABBREVIATIONS: LS- - - - - - - - LICENSED SURVEYOR LB -- LICENSED BUSINESS R.P.- - - - - - - - RADIUS POINT O.R.- - - - - - - - OFFICIAL RECORDS BOOK O/A- - - - - - - - OVERALL C.C.R. - - - - - - CERTIFIED CORNER RECORD U.E.-------- UTILITY EASEMENT D.E.-------- DRAINAGE EASEMENT W.M.E. ------ WATER MANAGEMENT EASEMENT E.I.E.E. ----- EMERGENCY INGRESS/EGRESS EASEMENT L.M.E, ------ LAKE MAINTENANCE EASEMENT L.M.A.E- ----- LAKE MAINTENANCE ACCESS EASEMENT P.U.E.------- PUBLIC UTILITY EASEMENT P.S.L.U.E. ----- PRIVATE UTILITY EASEMENT P.I,-------- POINT OF INTERSECTION P.C.-------- POINT OF CURVATURE P.T.-------- POINT OF TANGENCY N.T.-------- POINT OF NON -TANGENCY P.C.C.------- POINT OF COMPOUND CURVATURE P.R.C.------- POINT OF REVERSE CURVATURE I.Q.E.------- IRRIGATION QUALITY EASEMENT 1F--------- INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. ®--------- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" f3--------- INDICATES (P.R.M.) FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. 0 LTC RANCH WEST POD 9 PHASES 2 AND 3 BEING A REPIAT OF TRACTS 11132" AND 1113311, LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I I I , PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 15 AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA BOUNDARY OF 1 9-36-39 SHEET 20 OF 30 LTC RANCH WEST PHASE 1 / (PLAT BOOK 111. PAGES 1-23) NOT A PART OF THIS PLAT \ N89039'17"E 2611.76' `� 1311:7.7' a NORTH �OUNDARY OF coSECTION 16-36-39 FOUND IRON ROD NO I.D. _ CTO` LO (0.3' N.) ���� C'� s r C1005 �' ! ___-- - -------------------------_ _ C1006 TRACT 15 SOUTHERLY BOUNDARY - - - - - - �� - - - - - - r - - - I - - -+- - - N89'39'17'E '2330.61' - C1004 - - _ FUTURE DEVELOPMENT) OF TRACT 0-5 �+-2 `w- - - - - -- I - - - - - - - - - - - - -- 42-- ---------------------------C735 --C1007- - _ .. ( (8.467f ACRES) cq rs� _20.00' PUBLIC CEO'f3 - C1008 - C1 �L546w r UTILITY EASEMENT Lc�4t L542 L543 L5�45-ZO,pO' S. 009 - -A'C10 - ► _ 20.00' PUBLIC UTILriY EASEMENT cn �* PRESERVATION TRACT 1/ (o,R. 5678, _s _ _ „ PG 1644) ,4p 4' p, U �` 10 (O.R. 4990, PG 2464) ` w Z (INCLUDES UPLAND PRESERVE AREA. 131.16, L440 v1/' J 5 Q�,3g"E 577.44'13+ I J WETLiND AND/wEn.MD-BUFFER'S) �S�g 5' 19"'N �4, vt1�•�` N1 tQ0.47 E 141.45'` C� ` ` • 1 U (38.117t ACRES} S14 C32?� \ J + 1 _ ` S96 . ` 1 d m 65f /ry�� \ \4. C736 UPLAND 1 / / Gerry 5.65 •19 C 1120 ` .c%3 "�4' ♦ . ,� 00 1 QNRi t 4g 50 N14 k5 ` 1� r PRESERVATION AREA i 1.089t ACRES ow c� 514 A5 ,tg \\ R P •3 '° 1 1 62,E / \ ` . i / L536 �C 1012 �1013 Sf 1 1 \ TRACT 1 (TRACT ` f �0 \ 11 1 \ N89'22'41 "E 187.32' rn ( ^K 93 (FUTURE DEVELOPMENT) ` 34.058E ACRES • � ` • � ♦ 1 ) Z 3 SE �C318 `� N 1 1 0 C.,i MF\ C l �6\. p 17a� 4• N c�7+, 11 N G ;)- \ 8�9 �� 19°,N 175 3 C317 a } Il llu: t" e�5 1 0 �' �, a 1 1 s� j ♦G'�� \ 1 \ TRACT 1 383 F 1 � z o 1 1� �' \ ♦ ��' ' \ ( (34b5ft ACRES\14(3 03' 514 45 130.00 1 0 �*cr 1 1 w C'�\ ♦ �v \\ / 1 ,o� . v / 3525 11 ��1���, s / 19.03 � 0 65w I P. \ i / ry '.► S79 1.` 111 1 3S1SF 1- •0 11 i TRACT S.M.T. 2 / v+ a 6 OO,� (W.MAE./I.Q.E.) 130 7 \ \ \�i (4.455t ACRES) of N \ N79 33'SS.� 12.17' 350� \\ � �� \ \ 9.4g. 159-1 Sf -�\� IN L843 'Per,, C886 LA Sb ,{pSS� C1023 ����\\�\ (T1E LINE) �1�// ,�` \\' 1 C1024 •y'�Q� �E °gyp C'��� / �'U,\ 0 NOT PLATTED PLAT NSLRWCD CANAL NO. 01 SOUTHWEST CORNER (92.00' OF' TRACT 0-5 RIGHT-OF-WAY) W or Lp A Sf ro r o 7p.62 3 E V�O� G$94_ �J �ss�°'�► f 0 / \ C553 �, �6C71 /\ \ �!- o R=145.00' \00 \ < „� �30• \ \\ �, 9 &-034'01'10` ON s� 5�°g \ u� 1 1 197'3 SF I �' sw /-'01'-Ce=s26vs'41•w °,� ) 0S 1 0 J w TRACT 1 / C-84.84 rC �� 3155F / R=175.00' n $g85 5.30 ,* (FUTURE DEVELOPMENT} L-41.51 O.oO Z o (34.058f ACRES) / 40 �013'35'25'�•��\ _ 1 j= z N7 ►� CB-N16C '25' ' 1 5.30' 3' 17"W- - �. P s T 6'52.� v �� - 1 --�0.00� - - " , �I `� 650a05F 3'4g. \ TRACT S.M.T. 3 Vp eJ " - J2o.00' O.M•E 10 ` $ a i Z \ (W.MAE./I.Q.E.) o� 374 ti 0- "- f �c1: i,+ ' 7 t 50 SF 1 Z r _ 2.487E ACRES) 1 0 $ 130.00 > O 1r 3g1 R=77.75'. N S8C103't7"W 1 1 ;m 6500 SF \ e� L=140.71 v+� Z o 6-103'41'40' cr � � ,op b \ 11 GCB-S25VV56'W w 373 0 m C-122.28' o 1 �'- 0 6500 SF i C 0.03't7"'N t30.00' 1 m 40 sF S8 7 �, P.S•L•U.E. 1 it m 65 MATCHLINE - SEE SHEET 19 OF 30 ` b N ''+m � 37 sF t 0 6500 11 v, c / t $ ,t7-W 130.00 Q. � '''0 3 0 SF � ti Sg0'03 7.00' U•E' 1 it � 6500 x 1 0 0 371 1 I 1 i o 6500 SF rn ` 1 C t 30.00 w P. o 3g4 1 S8�03 17 + ` 6755 SF 1 log: 1 6500 Sf 9' I o 25.00' 25.00 1 / $ N80'03' 17" 'Z06•4 ` ` - • • - 130•OO � i Cri 1 11 11 t 11 rn ow (P \ Line Data Table No.� Bearing Length L55 �N00'21'14"W 26.77' L63 I S74 45' 19"W 25.00' L76 N34'02'14"W 41.08' 0&1 N54'06'37"E 48.62' L440 N0735'39"E 8.04' L441 N52'35'39"E 32.42' L443 N 12-59'20"E -28.36' L444 N52'35'39"E _11.49'� L525 S717'55'14-W 40.13; L526 ,N72'1O'11'E 20.46' L528' N63'18'450E 42.78' L532 N56'47'39"W 37.32' L535 N53.58-11 "E 35.48V L536 S1418'56"W 6.95" L.537' �N4T13'35'E �43.51' L538 N34'18'25"E 30.69/ L539 'N641 6-40"E �36 40- L540 N7C55'36"E 67.58' L541 N81'07'34"E 36.87' L542 N87'33'57"E 27.01' y L543 S83'00'20'E 32.80' L544 S78707'27"E 32�59' L545 N8532'00"E /11.62' L546 N00'01'180E ",,,l 5.41' L843 N48'36'58"E 20 00' PLAT BOOK «� PAGE 10 SCALE: 1" = 60' Curve Data Table No. Radius Are A Bearings Chord C40 1206.00' 1047.91' 49'47'06" S51'58'01 "E 1015.25' C72 350.00' 192.05' 31'26'20" N25'39'53"W 189.65' C73 700.00' 89.80' 7'21'02" N37'42'31 "W 89.74' C74 200.00' 65.58' 18*47'19" N24'38'21"W 65.29' C120 325.00' 178.33' 31'26'20" N25'39'53"W 176.10' C121 725.00' 93.01' 7'21'02" N37'42'31 "W 92.95' C 122 225.00' 73.78' 18'47' 19" N24'38'21 "W 73.45' C123 25.00' 30.77' 70'31'44' N50'30'33W 28.87' C124 50.00' 218.63' 250'31'44" N39'29'27"E 81.65' C125 175.00' 57.39' 18*47'19' S24'38'21"E 57.13' C126 675.00' 86.60' 7'21'02' S3742'31 "E 86.54' C127 375.00' 205.77' 31'26'20" S25'39'53"E 203.19' C310 325.00' 78.80' 13'53'32" N16'53'29'W 78.61' C311 325.00' 79.29' 13'58'45" N30'49'37W 79.10' C312 325.00' 20.24' 3'34'03' N39'36'01 "W 20.23' C313 725.00' 34.61' 2'44'07" S40'00'59"E 34.61' C314 725.00' 48.99' 3*52*18" S36'42'47"E 48.98' C315 225.00' 37.89' 9'38'54" S29'12'33"E 37.84' C316 225.00' 35.89' 9'08'25" S19'48'54"E 35.86' C317 25.00' 7.03' 16'06'20" N23.17'52"W 7.00' C318 25.00' 23.75' 54 25'23" N58'33'43W 22.86' C319 50.00' 47.59' 54 32'11' S58'30'19"E 45.82' C320 50.00' 54.47' 6225'08" S00'D1'40"E 51.82' C321 50.00' 21.63' 24 46'52' S43'34'20"W 21.46' C322 50.00' 94.94' 108'47'33" N69'38'28'W 81.31' C323 375.00' 61.82' 9'26'41" N36'39'42W 61.75' C398 195.00' 107.00' 31'26'20" N25'39'53W 105.66' C399 855.00' 109.69' 721'02" N37'42'31'W 109.61' C400 355.00' 116.41' 18*47'19" N24'38'21"W 115.89' C401 187.50' 211.85' 64-44'13" S20-14-06"E 200.76' C551 195.00' 47.28' 13'53'32" N16'53'29'W 47.16' C552 195.00' 47.58' 13'58'45' N30'49'37"W 47.46' C553 195.00' 12.14' 3'34'03" N39'36'01 "W 12.14' C554 855.00' 40.82' 2'44'07" S40'00'59`E 40.81' C555 855.00' 57.78' 3*52'18" S3642'47'E 57.76' C556 355.00' 59.78' 9'38'54" S2712'33"E 59.71' C557 355.00' 56.63' 9'08'25" S19'48'54'E 56.57' C558 187.50' 57.18' 1728'25" S43'52'00"E 56.96' C559 187.50' 51.29' 15*40'19" S2717'38"E 51.13' C560 187.50' 50.24' 15'21'10" S11'46'54"E 50.09' C561 187.50' 53.14' 16'14'20" SOV00'51"W 52.96' C677 62.00' 84.52' 78*06'14" S66'11'34"E 78.12' C678 95.00' 96.52' 58'12'43" S56'14'49"E 92.42' C679 75.00' 65.15' 49'46'03" S60'28'09"E 63.12' C680 120.00' 87.00' 41'32'21" S56'21'18"E 85.11' C681,, 40.00' 54.35' 7-r50'45" S38'12'06'E 50.26' /6682 J120.00' 68.59' 32-44-540 S15-39'11`E 67.66' C694 ` VOY4 J/./J 57.75� �104.51' �lU1.J1 140" IU.3141 9U I'I[J UO JOL N25'O6'S6"E 90.82' YV.O[ C695� C695� �50:00'� �50:00� 62�7�0' 62.70� 71'51'10" 71'51'10" N0511'41�E N09'11'41'E 58.67' 58.67' PSLUSD PROJECT NO. 11-62-06C CITY OF PORT ST. LUCIE PROJECT /1 o W l t Ln -1 co ►' �� NO. P24-155 �- eoi7o/inIn Su ey�g, � i 528 NORTHLAKE BLVD, STE 1040 / FAX: (813),248-2266 ALTAMONTE SPRINGS, FLORIDA 32701 �WWVV.GEOPOINTSURVEY.COM PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 n/Ij PLAT BK 135 PG 21 w B KEY MAP: SCALE 1" = 1500.00, Line Data Table No. Bearing Length L452 S51'03'04'E 90.13' L453 S51'03'04"E 75.13' L488 S51'03'04"E 15.00' L490 N24'56'13"W 67.16' L491 N1X49'52"E 65.66' L492 N34'41'59"W 42.14' L493 S34 41'59"E 103.70' L494 S7527'08"E 69.29' L495 S2645'24"E 55.48' L499 S47O9'26"E 114.91' L500 S28'05'56'E 52.08' L501 S1718'09"W 71.29' L502 S4707'34"E 120.72' L504 S44'11'23"E 69.49' L505 S19'14'46"E 92.01' L506 N38'56'56"E 125.23' L507 N32'07'45W 55.29' L508 N28'00'37"E 62.37' L509 N66'57'55`W 119.65' L510 N36'57'55"W 51.85' L511 N61'37'05"'N 85.05' L512 N35'16'20"W 71.71' L513 N04'36'29"W 70.33' L514 N1740'44"E 1.61' L515 N25'51'00"E 44.69' L516 N7723'54"E 38.45' L517 S43'51'20"E 51.56' LEGEND / ABBREVIATIONS: Line Data Table No. Bearing Length L518 N26'15'45"E 83.64' L519 S70'35'49"E 74.38' L520 N55'01'25"E 66.90' L521 N09'21'29"W 81.61' L522 N 18' 15'01 "E 57.58' L523 N2546'52"W 65.11' L524 N76' 16'52"W 53.49' L525 S71'55'14"W 40.13' L526 N771 O' 11 "E 20.46' L527 S80'41'53'E 70.62' L528 N63'18'45"E 42.78' L529 N38'41'38"E 86.07' L530 N1731'44"W 62.24' L531 N72'33'55"W 99.49' L532 N56'47'39"W 37.32' L533 N2325'40"E 111.56' L534 N35'09'35W 84.43' L535 N53'58'11"E 35.48' L547 N0357'48"W 100.44' L548 N01'02'07"E 47.11' L550 N51'03'04"W 15.00' L551 S51'03'O4"E 80.17' L552 S51'03'04" E 95.17' L597 S08'27'20"W 86.33' L598 S60'13'16"W 15.46' L599 N5753'19"W 111.02' 1_600 S65'50'21 "W 74.84' L601 N75'08'53"W 67.01' LS- - - - - - - - LICENSED SURVEYOR LB -------- LICENSED BUSINESS R.IP.-------- RADIUS POINT 0 IR.-------- OFFICIAL RECORDS BOOK O/A-------- OVERALL C.'C.R. ------ CERTIFIED CORNER RECORD U.E.-------- UTILITY EASEMENT D.t.-------- DRAINAGE EASEMENT W.M.E. ------ WATER MANAGEMENT EASEMENT EJ.E.E. ----- EMERGENCY INGRESS/EGRESS EASEMENT L.+ .E. ------ LAKE MAINTENANCE EASEMENT L.+ .A.E. LAKE MAINTENANCE ACCESS EASEMENT ____- P.U.E. -- PUBLIC UTILITY EASEMENT P.�.L.U.E. ---- PRIVATE UTILITY EASEMENT P.II.-------- POINT OF INTERSECTION P.6.-------- POINT OF CURVATURE P.� --------- POINT OF TANGENCY N.�.-------- POINT OF NON -TANGENCY P.6.C.------- POINT OF COMPOUND CURVATURE P.IR.C.------- POINT OF REVERSE CURVATURE I.01-------- IRRIGATION QUALITY EASEMENT •--------- INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. ® --------- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" --------- INDICATES (P.R.M.) FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. LTC RANCH WEST POD 9 PHASES 2 AND 3 BEING A REPEAT OF TRACTS 11132" AND 1113311, LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I I I . PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 15 AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA Line D a�Table No. Bearing Length L623 S38'56'56"W 20.00' L627 S36'37'08"E 61.39' L629 S13'49'52W 60.71' L631 S75'27'08"E 73.34' L632 S26'45'24'E 80.82' L638 S47'O9'260E 115.12' L640 S1718'09"W 60.70' L641 S47'07'34"E 84.97' L643 S4411'23"E 86.09' L646 S51'13'38"E 75.63' L647 N26 26'14"E 69.49' L651 N65'50'21 "E 65.81' L652 S75'08'53E 52.32' L653 N3T56'56"E 57.10' L654 N32'07'45"W 48.52' L655 N2TOO'37"E 36.78' L656 N66'57'55"W 78.51' L657 N3657'55"W 54.32' L658 N61'37'05"W 85.82' L661 N1740'44"E 40.16' L662 N7723'54"E 103.39' L663 S4X51'200E 38.63' L664 N26'15'45"E 75.57' L665 S70'35'49"E 79.98' L666 N55'01'25"E 49.75' L667 N09'21'29"W 75.85' L668 N 18' 15'01 "E 55.20' L669 N25'46'52W 51.97' L670 N76'16'52W 42.14' L671 S71'55'14'W 59.33' L672 N06'46'41 "E 180.19' L673 N72' 1 O' 11 "E 33.71' L674 S80'41'53"E 69.37' L675 N63'18'45"E 34.64' L676 N3T41'38"E 32.68' L677 N1731'44"W 51.59' L678 N7733'55"W 80.37' L680 N23'25'40"E 125.62' L681 N3.709'35"W 77.48' L682 N05'20'42"E 37.50' L683 N53'58' 11 "E 32.68' L684 N0357'48"W 74.95' L685T01'02'07"E 48.09' NOT PLATTED NORTH BOUNDARY OF SECTION 16-36-39 PLAT LIMITS NORTH BOUNDARY OF SECTION 16-36-39 SHEET 21 OF 30 N89'.39'17T 2611- 76' _ l } 1299.99' 1311.77' � � TRACT 15 (FUTURE DEVELOPMENT) (8.467fACRES)------- � \ -- -----1---------------------------------------- - -- N89'39'17"E--2330.61' - - - - - - -------------------------- �--------• --' ----- 62.02'----------------------------------------------1199.82---------------I \<d+ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- SG-.Gl -------- y 20.00' PUBLIC UTILITY EASEMENT �l I cA (O.R. 5078, PG 1644) i O I 1 m D o mom,, / o w � / Curve Data Table No. Radius Are A Bearing Chord C986 548.98' 203.74' 21'15'50" N69'48'05"E 202.57' C987 23.29' 13.09' 3711'44" N1552'58"E 12.91' C988 63.06' 18.23' 16'33'39" N08'03'56"E 18.16' C989 95.26' 10.30' 6'11'50" N19'26'41 "E 10.30' C990 7.86' 6.57' 4753'15" N4,W33'35"E 6.38' C991 41.02' 13.11' 18'18'41" N61'20'51"E 13.05' C992 147.12' 25.13' 9'47'08' N5705'05"E 25.10' C993 97.60' 23.10' 13'33'41" N68'45'30"E 23.05' C994 42.70' 17.51' 23'29'14" N8734'35"E 17.38' C995 2.56' 3.99' 89'20'29" j N50'55'32"E 3.60' C996 13.77' 0.46' 1'53'58' N0742' 13"E 0.46' C997 2073.57' 0.51' O'00'51" NO714'27"E 0.51' C998 8.81, 6.66' 43'20'26" N6404'56"E 6.50' C999 1 42,27' 8.64' 11*42'32" 1 N84 46'43"E 8.62' C1000 24.01' 1.01' 724'36' S8745'07"E 1.01' C1001 548.98' T 30.76' 3'12'38" N43'49'36"E 30.76' WETLAND BUFFER PRESERVATION TRACT 1 (INCLUDES UPLMD PRESERVE AREA, WETLAND AND WETLAND BUFFERS) (38.117f ACRES) WETLAND W-13 (25.4601: ACRES) iN \ �aLo ON �� a 00 O O, x \ 9 \ \c>s� om do OIL 0 o • • \!d' S \ \0jr if sss� ems\ F O,_O O WETLAND BUFFER ro 50.00' WETLAND BUFFER v ! ! (S e 1 L675--v Z6 4 �6�5 , ( U0 L527 2a G P., �g`T N06'46 41 E 147.08'~� ^1 JJ 15.00' WETLAND BUFFER ---,I rt j L! .r- MAT - PLAT Boox 1Zj5 ej s \ ham! \ems 00169 N j 9$ \�� \ F ,� Cs� = 'V �^ \ •�, ,.+� Nam' �l\\ \/ /� h���l ✓��` �\ PAGE SCALE: 1 11 r------------ r ---- -1 50.00' / WETLAND BUFFER / Ile / Y C1006 G v C997 I C996 I I C995 I I I I I I I I � I I � I v cy O o TRACT 1 (IFUTURE DEVELOPMENT) I c =a (34.058f ACRES) I c I I °sue I I L------------ ---- -J DETAIL "J": SCALE 1 " = 20.00' z j �r tii N \ // � `�', 4 / PSLUSD PROJECT NO. 11-64�-06C �\\s¢ �/ / i tom` ��"s0 CITY OF�PORT ST. LUCIE PROJECT ! lsso.` NO. P24-155 NJ /� \1-' 20.00' W.M.E. E. A°j�ry�o SEE DETAIL "J" �S /ti�O ��R, ! � . SEE SN��� 2 \ � � ��"��,!-' / / • G P eo in Syurve irig, Inc. r � 528 NORTHLAKE BLVD, STE 1040 / FAX: ,(813) 248-2266 ALTAMONTE SPRINGS, FLORIDA 32701 WWW.GEOPOINTSUkVEY.COM PHONE: (321) 270-0440 LICENSED BUSINESS' NUMBER LB 7768 PLAT BK 135 PG 22 n I KEY MAP: SCALE 1" = 1500.00' Line Data Table No. Bearing Length L388 S79'11'56'E 17.76' L389 S21'32'46"E 53.23' L390 N90'00'00"E 55.56' L391 S27*15'18"W 18.13' L392 S31'02'54'E 31.62' L393 S8712'56"E 42.58' L394 N73'13'07"E 51.98' L395 S00'20'43"E 53.88' L491 N13'49'520E 65.66' L492 N34'41'59"W 42.14' L494 S75'27'080E 69.29' L498 S21'08'41 "E 113.32' L500 S28'05'56"E 52.08' L501 S17*18'09"W 71.29' L549 S2T58'40"W 70.52' L717 N21'32'46"W 50.00' L743 S1015'39'E 24.77' L835 N90'00'00"W 20.00' L844 S3T00'09'E 74.25' L845 S68'27'14"W 1.79' LEGEND 1 ABBREVIATIONS: LS- - - - - - - - LICENSED SURVEYOR LB - - - - - - - - LICENSED BUSINESS k.P. --------- RADIUS POINT U.R.-------- OFFICIAL RECORDS BOOK 6/A- - - - - - - - OVERALL 6.C.R. - - - - - - CERTIFIED CORNER RECORD U.E.-------- UTILITY EASEMENT U.E.- - - - - - - - DRAINAGE EASEMENT W.M.E. - - - - - - WATER MANAGEMENT EASEMENT O.E.E. - - - - - EMERGENCY INGRESS/EGRESS EASEMENT L.M.E. - - - - - - LAKE MAINTENANCE EASEMENT L.M.A.E. - - - - - LAKE MAINTENANCE ACCESS EASEMENT P.U.E.- - - - - - - PUBLIC UTILITY EASEMENT ---- PRIVATE UTILITY EASEMENT lP.S.L.U.E. .I. - - - - - - - - POINT OF INTERSECTION F .C.- - - - - - - - POINT OF CURVATURE ( .T.-------- POINT OF TANGENCY N.T.- - - - - - - - POINT OF NON -TANGENCY f .C.C.- - - - - - - POINT OF COMPOUND CURVATURE I.R.C.------- POINT OF REVERSE CURVATURE II.Q.E.------- IRRIGATION QUALITY EASEMENT - - - - - - - - - INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. - - - - - - - - - INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" - - - - - - - - - INDICATES (P.R.M.) FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. LTC RANCH WEST POD 9 PHASES 2 AND 3 BEING A REPEAT OF TRACTS 11132" AND 1113311, LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I I I , PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 15 AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA -71 16 I,;_ICO I E 5 wi (_En LL, I li 0 0 La z NORTHWEST CORNER SECTION 16, TOWNSHIP 36S., RANGE 39E. CORNER LOST FOUND 3"X3" CONCRETE MONUMENT NO I.D. (0.2' E.) NOT PLATTED NORTH BOUNDARY OF SECTION 16-36-39 M89039'17'E 2611.76" \ 1299.99' � co TRACT 15 (FUTURE DEVELOPMENT) (8.467*ACRES) N -- ------------- --------------------N89'39'17"E-'2330.61'---------------- - -�-- _594.96'_ -----� ---- 1' -------------- - - - - -- 20.00' PUBLIC -- ------ PRESERVATION TRACT 1 4 \ (O.R.UTILITY8 PG 1 T (INCLUDES UPLAND PRESERVE AREA. WETLAND AND WETLAND BUFFERS) 134.81' S89'39'17"W C ,Z�•1� y (3.8.117t ACRES) �94 56g 32 N� of 81 \ 3g. yZ PLAT LIMITS 8.00L388 QD �, .iN ) "E 17.50' I TRACT/13 6g2k (F1ITURE�DEVEI.OPMENT) N 130 � !3 ,(45.227f ACRES) . 1� 5� �5 00 L390 L391 N 56g 'Soo o.L393 \ >1 a a t uh �^ cP c �' C fl rn\W s -, \ w c,► op fir r � d C938 o C937 \ � Z � C936 �;\ TRACT 1 N \ Q' z C935 N 00 (FUTURE DEVELOPMENT) C934p a' a ` (34.058t ACRES) � o L845 \\ _ 6.83' �, + o 53T.00'09"E�',, \\ l • f 84.46' ' p , tO N iCIA V' � �� 15.99' o \\ � H a t o C904 .p / \ n c�`i / C796 24.27� g4 032' ul0 2� \ I�CL` ` / \ n I Q h 56g3a5 � to o\ o LO in rn io M. i a m r o C.,o / / = = = m w = 2 SHEET 22 OF 30 PLATBOOK (J5 PAGE D�)' Curve Data Table No. Radius Are A Bearing Chord C792 245.00' 43.88' 1715'39' N05'07'50"W 43.82' C794 75.00' 61.64' 4705'26" N66'48'00"W 59.92' C795 50.00' 111.68' 12758'45" S25'39'54W 89.87' C796 575.00' 1.94' O'l1'37" S21'26'58'E 1.94' C904 45.00' 48.72' 6702'00" S75'45'53'E 46.38' C908 75.00' 29.35' 22*25'15" S1546'02'W 29.16' C933 76.04' 71.79' 54'05'29" N15'31'55"E 69.15' C934 18.56' 27.10' 83*39'17" N23'11'59"E 24.76' C935 13.26' 30.31 ' 130'59'28" N45' 16'31 "E 24.13' C936 4.47' 10.42' 133'22'51" N57*49'06"E 8.22' C937 16.58' 19.56' 6T35'48" N20'44'13"E 18.44' C938 8.29' 14.42' 99'38'23" NO3'37'35"E 12.67' C939 36.32' 48.52' 76*32'15* N10'58'52"W 44.99' C940 70.94' 10.44' 8*26'10" N31'18'38"W 10.44' C976 57.19' 45.21' 45'17'25" N3T20'17"W 44.04' C977 38.44' 35.28' 52'35'49" N33'20'52"W 34.06' C978 375.54' 24.04' 3'40'05" N 10'26' 12"W 24.04' C979 23.32' 29.18' 71'40'57" N23'54'53"E 27.31' C980 60.02' 34.16' 32'36'32" N80'16'53"E 33.70' C981 16.97' 18.65' 62'57'51' S54'02'08'E 17.72' C982 68.42' 35.03' 29' 19'51 " S41'40'09 "E 34.65' C983 32.21' 35.65' 63'25'17" S23'35'27'E 33.86' C984 26.53' 39.58' 85'28'23" S36'24'35"E 36.01' C985 33.04' 26.97' 46*46'19" S54'08'02"E 26.23' C1029 25.00' 30.21' 69'14'47" S44'53'02'E 28.41' C1031 80.00' 42.97' 30'46'38" S03'47'40'W 42.46' C1032 1 25.00' 50.64' 116*04'08" S7713'03"W 42.42' C1033 100.00' 65.06' 3716'28" N26'06'39"W 63.92' C1045 755.00' 62.79' 4'45'54" N19'09'50"W 62.77' C1046 755.00' 221.13' 16'46'53" N08'23'26"W 220.34' C1047 555.00' 190.45' 19'39'39" N7751'09'W 189.51' C1074 330.00' 146.96' 2530'57" NO8'12'04"W 145.75' C1075 55.00' 101.35' 105'35'02" N57*20'56"E 87.61' C1076 575.00' 96.82' 9'38'52" S74'41'OO"E 96.71' C1094 775.00' 156.83' 11'35'39" S05'47'49"E 156.56' C1102 620.00' 145.93' 13'29'08" N1412'58"W 145.59' p / PSLUSD`PROJECT NO. 11-642106C CITY OF PORT ST. LUCIE PROJECT NO. P24-155 e o P oin/tN Surveying,A . 528 NORTHLAKE BLVD, STE 1040 / FAX: (813) 248`266 ALTAMONTE SPRINGS, FLORIDA 32701 1MMN.GEOPOINTSLIRVEY.COM PHONE: (321) 270-0440 LICENSED'BUSINESS NUMBER LB 7768 n PLAT BK 135 PG 23 KEY MAP: SCALE 1" = 1500.00' Line Data Table No. Bearing Length L396 N31'09'48"W 30.87' L397 N28'13'47W 16.21' 1-398 N84'17'30"W 49.66' L399 S5546'52"E 4.41' L446 S48'49'22W 21.03' L448 S73'12'34"E 14.16' 1-502 S4T07'34"E 120.72' L503 S56'50' 14"E 103.35' L504 S4411'23"E 69.49' L505 S19'14'46"E 92.01' L549 S26'58'40"W 70.52' L846 S53'33'37"W 20.00' L847 S3752'46"E 106.79' L848 S20'38'35"E 117.64' L849 S11'20'57"E 58.91' L850 SOT03'19"E 117.64' L851 S10'26'37"W 112.54' L852 S7T12'34"E 0.74' L853 N61'01'18"E 102.49' LEGEND ! ABBREVIATIONS: LS- - - - - - - - LICENSED SURVEYOR LB - - - - - - - - LICENSED BUSINESS R.P-- - - - - - - - RADIUS POINT O.R.- - - - - - - - OFFICIAL RECORDS BOOK O/A- - - - - - - - OVERALL C.C.R. - - - - - - CERTIFIED CORNER RECORD U.E.- - - - - - - - UTILITY EASEMENT D.E.- - - - - - - - DRAINAGE EASEMENT W.M.E. - - - - - - WATER MANAGEMENT EASEMENT E.I.E.E. - - - - - EMERGENCY INGRESS/EGRESS EASEMENT L.M.E. - - - - - - LAKE MAINTENANCE EASEMENT L.M.A.E. - - - - - LAKE MAINTENANCE ACCESS EASEMENT P.U.E.- - - - - - - PUBLIC UTILITY EASEMENT P.S.L.U.E. ---- PRIVATE UTILITY EASEMENT P.I.- - - - - - - - POINT OF INTERSECTION P.C.- - - - - - - - POINT OF CURVATURE P.T.- - - - - - - - POINT OF TANGENCY N.T.- - - - - - - - POINT OF NON -TANGENCY P.C.C.- - - - - - - POINT OF COMPOUND CURVATURE P.R.C.------- POINT OF REVERSE CURVATURE I.Q.E.- - - - - - - IRRIGATION QUALITY EASEMENT -IF - - - - - - - - - INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. - - - - - - - - - INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" $- - - - - - - - - INDICATES (P.R.M.) FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. LTC RANCH WEST POD 9 PHASES 2 AND 3 BEING A REPEAT OF TRACTS 1113211AND 1113311, LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I I I . PAGES I THROUGH 23, OF THE PUBLIC RECORDS Of ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 15 AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA I I 80.Od' { 1D� 4"X4" CONCRETE 40NUMENT\STAMPED� P \LB4286 I I � I PLAT LIMITS- cri 711 I I o� 0 Ro M] I rn f` w 0 0 F U Uj IN In IL L- oo WlW z z -80.00' P�T LIMITS - MATCHLINE - SEE SHEET 22 OF 30 n N o N cO O U rn C926 qt a 0 U UPLAND PRESERVE AREA (6.420f ACRES) TRACT 13 (FUTURE DEVELOPMENT) (45.227t ACRES) A TCNC/NE E SNEET 2j oP+ +' + 30 + 0..go • • • . o • •' I N�,1NE• . •' ` op '0 • ••• 15.84' t�y•Olpi" cq-ly3g 74 3is. 33. Ca,43S 88 1"ib TRACT 13 (FUTURE DEVELOPMENT) (45.227f ACRES) v 21.21' N`pO` SHEET 23 OF 30 PLAT BOOK \ PRESERVATION TRACT 1 \ \ \ (INCLUDES UPLAND PRESERVE AREA, \ WETLAND AND WETLAND BUFFERS) N. \ (38.117f ACRES) T '9 C� C'r'r0 C1129 (TRACT 1 0/A) TRACT 1 O�` sIr (FUTURE DEVELOPMENT) "?0 80 (34.058f ACRES) <�?�, ! G143y!c -. S��. % i C!p\ (TIE LINE) „ W i. \ ?� O d` Z a / I N ;cwAcm ASM.10 .E /I:Q.E.T. ) (1.745f ACRES) \ C 1042 { C1072� C1043 �� 6�� Clow-�20.00'-L.M.E. C898 G L398 1192 15.1 1 � � C 1.189 f ____C 1 1191 L•�i3 6 2-I" \ t t C 1190 R=250.00' 5C'� 1 i co L=149.18 �138 S32-52-46"E � opt � �034'11'21' o � ip o. nI t a CB-S89'16'23'1M 104.25 IQ 1° ip o o� f �+ IN ch C-146.98' ;nomad rVf�i Q VIn p•. Of $ t hfNt� R=281.23' �•-I f 8D L=14.51' TRACT 8 zi f z A-002'57'22" (FUTURE DEVELOPMENT) t f CB-S6279'59"w C-14.51' (14.678t ACRES) 10.34'-1 I o n�-L446 / 15.00 D.E.--,I / t / t t �. N I / 1')f Cot ' f U b ett r TRACT S.M.T. 11 i � (W.M.A.E./I.O.E.) + + + • + C1073t (9.732t ACRES) • + SS +++++ L448J Co +++, / + 4* ♦' ♦ , 61 , ♦ 5 ,tG PRESERVATION TRACT 1 (INCLUDES UPLAND PRESERVE AREA. WETLAND AND WETLAND BUFFERS) (38.117f ACRES) ?� $� r O.S.` t t t t - to � r .m to .m `m s -A ZACT 13 i DEVELOPMENT) !27f ACRES) i o • UPLAND (3.464f o ACRES) LL ( I w r I f ' I I 1/ 11 { PAGE 160 Curve Data Table No. Radius Are d Bearing Chord C844 62.00' 100.75' 100*29'*0" S63'38'35"E 95.33' C845 62.00' 108.75' 10729'40" S63'38'35"E 95.33' C646 75.00' 86.64' 66'11'20" S46'29'WE 81.90' C847 40.00' 87.20' 12454'32" S1T07'49"E 70.93' C848 85.00' 64.15' 4T14*25" S23'42'.14"W 62.64' C898 50.00' 20.53' 2331'47" S83'56'36"W 20.39' C909 22.25' 54.75' 14759" 4" N68'55'01 "W 41.95' C910 624.44' 95.88' 8'47'50" S43'14'06"W 95.78' C911 32.84' 91.95' 160'24'40" N51'53`19"W 64.73' C912 39.91' 28.62' 41'05'23" NOT46'19'E 28.01' C913 33.72' 55.36' 94'03'26" N34'15'21'E 49.35' C914 40.04' 79.38' 113'34'57" N24 29'35"E 67.00' C915 52.58' 66.94' 72'56'410 N09'07111O"E 62.51' C918 168.62' 38.78' 13'10'40" NOT19'38"E 38.70' C919 367.30' 72.63' 11'19*49' N00'43'51 "W 72.52' C920 1811.38' 31.32' U59'26' N05'11'47"W 31.32' C921 440.08' 57.02' T25'25' NOO'OB`50'W 56.98' C922 800.66' 91.15' 6'31'22" NOO'15'07'W 91.10' C923 421.67' 64.96' 8'49'36" N0612'12"W 64.90' C924 168.71' 56.99' 19'21'16" NO0'32I06'W 56.72' C925 37.45' 95.08' 14528'24" N05'49' 19'W 71.52' C926 17.69' 14.57' 4T13'01" N4T12'43"E 14.17' C927 71.90' 17.01' 13'33'28" N18712'53'E 16.97' C928 73.93' 43.80' 33'56'35" N152937W 43.16' C1034 25.00' 52.29' 11T51'02" S65'12'12"W 43.27' C1041 1 225.00' 72.38' 18'25'54" N4539420"W 72.07' C1042 49.01' 122.16' 142'48'27" N34 57'51 "E 92.91' C1043 270.00' 1161.11' 34*11'21" N89'16'23"E 158.73' C1048 555.009 221.60' 122*52*37" N51'35'01'W 220.13' C1049 555.00' 35.89' 3'42'20" N38'17'33"W 35.89' C1050 1155.00' 8.67' O'25'49" N05'29'35"E 8.67' C1051 1155.00' 259.29' 12'51'46" N1708'23"E 258.75' C1072 30.00' 1 59.22' 113'05'58" S51-16.18"E 50.06' C1073 545.00' 15.00' 1'34'37" N16'47'26"E 15.00' C1086 957.63' 320.60' 19'10'54" S22'35'56"W 319.10' C1088 545.00' 39.71' 410'28" N19'39'58"E 39.70' C1091 845.00' 0.22' O'00'55" N32-1�'32"E 0.22' C1092 851.87' 397.00' 26742'08" N18'44'23'E 393.42' C1129 555.00' 257.49' 2634'57" N49'43'51 "W 255.19' C1189 50.00' 6.30' 7'13'27" S8754'14"E 6.30' C1190 50.00' 14.23' 16'18'20' N80'19'53"E 14.18' C 1191 250.00' 7.20' 1'38'57" S73'OO' 11 V 7.20' r 'C1192 250.00' 141.98' 1 3732'24" N89'54'08"W 140.08' PSLUSD PROJECT NO. 11-642-06C CITY OFIPORT ST. LUCIE PROJECT NO. P24-155I I eo oi,n t Surveying,, -Inc. 528 NORTHLAKE BLVD, STE 1040 / FAX:�(813) �4-2266 ALTAMONTE SPRINGS, FLORIDA 32701 /"WW.GEOPOINTSURVEY,COM PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 PLAT BK 135 PG 24 a 5 KEY MAP: SCALE 1" = 1500.00' i / 1 / 1 50.00' / 1 / 1 ND BUFFER 1 / 1 1 / 1 C 1000 1 1 c 1 1 U C997 1 1 r-, C996 1 U C995 ' a, 1 z� 1 I Q 1 1 Qo� 1 1 vW, o c 1 1 a? 1 1 v 1 1 1 1 U 1 1 TRACT 1 1 (IFUTURE DEVELOPMENT) 1 1 U (34.058t ACRES) 1 i � 1 1 1 1 � 1 DETAIL "J,.. SCALE 1" = 20.00' LEGEND I ABBREVIATIONS: LS- - - - - - - - LICENSED SURVEYOR LB -------- LICENSED BUSINESS R.P. - - - - - -- RADIUS POINT O.R.-------- OFFICIAL RECORDS BOOK O/A- - - - - - - - OVERALL C.C.R. - - - - - - CERTIFIED CORNER RECORD U.E. ---- -- UTILITY EASEMENT D.E.-------- DRAINAGE EASEMENT W.M.E. ------ WATER MANAGEMENT EASEMENT E.I.E.E- ----- EMERGENCY INGRESS/EGRESS EASEMENT L.M.E. - - - - - - LAKE MAINTENANCE EASEMENT L.M.A.E- - - - - - LAKE MAINTENANCE ACCESS EASEMENT P.U.E.------- PUBLIC UTILITY EASEMENT P.S.L.U.E. ---- PRIVATE UTILITY EASEMENT P.I.-------- POINT OF INTERSECTION P.C.-------- POINT OF CURVATURE P.T.-------- POINT OF TANGENCY N.T.-------- POINT OF NON -TANGENCY P.C.C.------- POINT OF COMPOUND CURVATURE P.R.C.------- POINT OF REVERSE CURVATURE I.Q.E.------- IRRIGATION QUALITY EASEMENT �r---------- INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. ®--------- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" $--------- INDICATES (P.R.M.) FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. LTC RANCH WEST POD 9 PHASES 2 AND 3 BEING A REPEAT OF TRACTS 11132" AND 116311, LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I I I . PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, I S AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA \1 -' \ o •, + L=94.85' i A=008'17'50" + CB=S85'51'05"W t C=9417 + + zr r_ + z' m+ mr m' to + m+ t 4 w + Ot "ri t O It + + t + CR21 /4k►i > �� ♦ vyo ls. `� �� MATCI-LINE SS���i ., SEE Sl-{EE7T 19 OF 30 ql ^ 130.00' N82'44. 57"jM 0 N89'52'43' TRACT 13 (FUTURE DEVELOPMENT) (45.227f ACRES) UPLAND / PRESERVE AREA _ (3.464t / TRACT 7 (FUTURE DEVELOPMENT) (58.169f ACRES) - - - - - - - - - - - - - - mom - - - - - - - - - - - - = - - - - - - - - - MATC'-dILINE - SEE SHEET 26 OF 30 SHEET 24 OF 30 PLAT BOOK «S PAGE 0 40 80 SCALE: 1" = 80' Curve Data Table No. Radius Are A Bearing I Chord C707 60.00' 63.52' 60'39' 10" N23' 15' 16"E 60.59' C708 120.00' 61.11' 29' 10'43" N68' 1 O' 12"E . 60.45' C821 345.00' 37.02' VOS'54" N8655'33"E 37.00' C899 45.00' 26.07' 33'11'53' S80'39'06"W 25.71' C903 35.00' 44.87' 7Y27'05" S36'43'32"W 41.86' C987 23.29' 13.09' 3711'44* N1552'58"E 12.91' C988 63.06' 18.23' 16'33'39" N08'03'56"E 18.16' C989 95.26' 10.30' T11'50' N19'26'41"E 10.30' C990 7.86' 6.57' 4753'15" N4633'35"E 6.38' C991 41.02' 13.11' 18'18'41" N61'20'51"E 13.05' C992 147.12' 25.13' 9'47'08" N5705'05"E 25.10' C993 97.60' 23.10' 13'33'41" N68'45'30"E 23.05' C994 42.70' 17.51' 2329'14" N87*34'35"E 17.38' C995 2.56' 3.99' 89'20'29" N50'55'32"E 3.60' C996 13.77' 0.46' 1'53'58" NOT42'13"E 0.46' C997 2073.57' 0.51' 0'00'51" N09'14'27"E 0.51' C998 8.81' 6.66' 43'20'26" N64 04'56"E 6.50' C999 42.27' 8.64' 11'42'32" N84 46'43"E 8.62' C1000 24.01' 1.01' T24'36" S8745'07"E 1.01' C1001 548.98' 30.76' 3'12'38" N43'49'36"E 30.76' C1035 15.00' 42.79' 163'27'05" SOT 16'28"E' 29.69' C1036 370.00' 171.76' 2635'49" S60'O9'10"W 170.22' C1037 130.00' 84.93' 3725'48" S65'34'09"W 83.42' C1038 320.00' 112.99' 2O'13'54' S74'1O'06"W 112.41' C1039 25.00' 53.76' 12Y11'53" N54'20'54"W 43.98' C1040 125.00' 180.53' 8T44'57" N4837'31 "E 165.24' C1095 45.00' 21.35' 2711'24' S77'38151 "W 21.16' C1096 45.00' 1 4.72' 6'00'29" N8545'12"W 4.72' Line Data Table No. Bearing Length L400 SOO'00'OO"E 35.00' L401 N82'44'57"W 45.00' L445 N53'33'37"E 20.05' L506 N38'56'56"E 125.23' L551 S51'03'04"E 80.17' L552 S51'03'04"E 95.17' L744 NOT15'O3"E 44.76' L854 S8744'57"E 20.00' L919 S8T33'16"E 205.29' PSLUSD PROJECT NO. 11-642-06C CITY OFIPORT ST. LUCIE PROJECT eo o/\. nFco 9"1- -'Git Surve I in In� 528 NORTHLAKE BLVD, STE 1040 / FAX/ (813),24-2266 ALTAMONTE SPRINGS, FLORIDA 32701 twVVIN.GEOPOMSURVEY.COM PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 PLAT BK 135 PG 25 2 n KEY MAP: SCALE 1 " = 1500.00' Line Data Table No. Bearing Length L31 N25'58'29"W 105.00' L32 S64'01'31 "W 141.40' LEGEND ! ABBREVIATIONS: LS- - - - - - - - LICENSED SURVEYOR LB - - - - - - - - LICENSED BUSINESS O.P.- - - - - - - - RADIUS POINT O.R.-------- OFFICIAL RECORDS BOOK 6/A- - - - - - - - OVERALL d.C.R. - - - - - - CERTIFIED CORNER RECORD 61--------- UTILITY EASEMENT D.E.- - - - - - - - DRAINAGE EASEMENT VI.M.E. - - - - - - WATER MANAGEMENT EASEMENT E.I.E.E. ----- EMERGENCY INGRESS/EGRESS EASEMENT L.M.E. ------ LAKE MAINTENANCE EASEMENT L.M.A.E. ----- LAKE MAINTENANCE ACCESS EASEMENT P.U.E.- - - - - - - PUBLIC UTILITY EASEMENT P.S.L.U.E. ---- PRIVATE UTILITY EASEMENT P.I.- - - - - - - - POINT OF INTERSECTION P.C.-------- POINT OF CURVATURE P.T.-------- POINT OF TANGENCY N.T.-------- POINT OF NON -TANGENCY P.C.C.------- POINT OF COMPOUND CURVATURE P.R.C.------- POINT OF REVERSE CURVATURE I IQ.E.------- IRRIGATION QUALITY EASEMENT �---------- INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. --------- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" --------- INDICATES (P.R.M.) FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. IN IN IN IN ON IN IN IN LTC RANCH WEST POD 9 PHASES 2 AND 3 BEING A REPEAT OF TRACTS 11132" AND 1113311, LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I I I , PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 15 AND 16, TOWNSHIP 36 SOUTH, RANGE 39 FAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA M,gTcyC/ .7.?8*�' \ \ FSyFF '0V ?s0 O R=200.00' L-183.59' b-052'35'45"' CB-S84'54'52"E C-177.22' f f MATCHLINE - SEE SHE j - E7 17 OF 30 5 19,60 TRACT 7 (FUTURE DEVELOPME110 (58.169t ACRES) C (y) w z F C)1,:f J ci'ii rr) r7 U w J� Jp{ZV'c� C la (n w w U) AMENITY CENTER TRACT NOT A PART OF THIS PLAT LTC RANCH WEST POD 9 PHASE 1 (PLAT BOOK 123, PAGES 31-39) SHEET 25 OF 30 PLAT BOOK ��5 PAGE 5 Curve Data Table No. Radius Are A Bearing Chord C33 200.00' 16.62' 4 45'39" S6624'21 "W !16.61' C698 200.00' 200.22' 5T21'29" N8T17'44"W 191.96' C699 60.00' 25.62' 2428'09" N46'22'56"W C700 400.00' 162.96' 23'20'30" N2728-36-W 161.83' C701 100.00' 107.14' 61'23'20" N41'30'02"W 102.09' C702 60.00' 51.13' 48'49'29" N47"46'57"W 149.fi0' C703 515.00' 156.40' 17*24'00" N32'04'12"W 155.80' C704 120.00' 93.54' 44'39'36" N18'26'25"W �1.19' C705 160.00' 66.42' 2347'07" NOS'00'10"W 155.94' C706 800.00' 179.05' 1749'24" N13'29'01 "W 178.67' C707 60.00' 63.52' 60'39'1ON N23'15'16"E 1150.59' C708 120.00' 61.11' 29'10'43" N68'10'120E t0.45' C709 600.00' 241.95' 23'06' 18" N71' 12'25"E 240.32' C710 100.00' 93.08' 53'19'48" N86'19'1ONE b9.75' C711 60.00' 64.31' 61'24'31" S36'18'41"E �1.27' C714 45.00' 56.75' 72'15'29' S17*24'23"W 63.06' C715 315.00' 24.83' 4 30'57" S55'47'36"W C716 60.00' 82.07' 71r22'320 S18'51'49"W y5.82' C717 650.00' 13.67' 1' 12' 17" S20'55'36"E 13.67' C718 45.00' 67.19' 85!33'16" S21'14'53W 1151.12' C721 45.00' 42.40' 53'59'27" N16 22'08'E 140.85' C723 65.00' 84.1 V 74'08'39" N54 10'05'W 78.37' C724 45.00' 57.66' 73'24'43" N54 32'04"W 53.79' C725 25.00' 31.76' 7T47'38" N5413'32"W �9.67' C726 45.00' 83.70' 106'34'1ON N3720'15"W 72.15' C727 120.00' 73.50' 35'05'32" NO1'35'57"W `72.35' C728 50.00' 115.40' 13714'35" N4658'35"E 01.44' C729 45.00' 47.36' 6717'40" S6('28'30"E 45.20' C730 45.00' 20.17' 25'41'07" S17'29'07"E ; 0.00' C731 45.00' 16.17' 20-35*23" 1 S05'39'08"W 116.08' PSLUSD PROJECT NO. 11-642'06C CITY OF PORT ST. LUCIE PROJECT NO. P24-155 eo..Ppiv t Surveying,,Inc. 528 NORTHLAKE BLVD, STE 1040 / FAX (813) 248'�266 ALTAMONTE SPRINGS, FLORIDA 32701 WWW.GEOPC)INTSURVEY.COM PHONE: (321) 270-0440 LIC� D BUSINESS NUMBER LB 7768 PLAT BK 135 PG 26 KEY MAP: SCALE 1" = 1500.00' Curve Data Table No. Radius Are A Bearing Chord C699 60.00' 25.62' 24 28'09" N46'22'56"W 25.43' C702 60.00' 51.13' 48'49'29" N4T46'57"W 49.60' C705 160.00' 66.42' 23'47'07" NOB'0O'1O"W 65.94' C821 345.00' 37.02' 6'08'54' N86'55'33"E 37.00' C867 45.00' 91.87' 116*58'02" S28'38'47"E 76.72' C869 125.00' 93.45' 42'49'59' S5538'22W 91.29' C872 338.04' 174.94' 29'39'04" S1O'44'09'E 172.99' C957 200.00' 78.59' 2T30'47" S61'17'45"W 78.08' C958 45.00' 16.14' 2933'02" S39'45'51 "W 16.05' C959 40.00' 108.92' 156'00'51" N72730'15"W 78.25' C960 45.00' 65.67' 8337`02" N36'18'20"W 60.00' C1044 55.00' 42.54' 4418'47" N5622'45"E 41.49' C1061 905.00' 12.01' 0'45'38" N15'07'23"W 12.01' C1062 645.00' 319.76' 28'24'150 S01'18'040E 316.49' C1063 645.00' 99.65' W51'09" S17'19'38"W 99.56' C1064 855.00' 95.45' 623'46" N1833'19"E 95.40' C1065 855.00' 247.46' 16'34'59" NOT03'57"E 246.60' C1068 25.00' 51.04' 116'58'02" N28'38'47"W 42.62' C1173 200.00' 125.33' 35!54'13* N81'58'38"E 123.29' C1174 200.00' 20.08' 545'10" S7T11'41"E 20.07' C1175 200.00' 54.81' 15'42'06" S66'28'03"E 54.64' C1176 84.50' 79.04' 53'35'27" N80'39'08"W 76.19' C1178 905.00' 835.18' 52'52'33" N3754'48"E 805.86' C1179 905.00' 282.55' 17'53'18* NOT28'07"W 281.40' C1180 905.00' 52.60' T19'48" N13'04'40"W 52.59' C1181 220.00' 12.02' 3'07'53" S40'32'1O'W 12.02' C1182 220.00' 80.20' 20'53'09" S52'32'41V 79.75' C1193 84.50' 20.05' 13'35'35" N4703'37"W 20.00' C1241 65.00' 1 8.02' 7-04'02" S35-25-56-W 8.01' LEGEND I ABBREVIATIONS: LS- - - - - - - - LICENSED SURVEYOR LB -------- LICENSED BUSINESS R.P.- - - - - - - - RADIUS POINT O.R.-------- OFFICIAL RECORDS BOOK O/A- - - - - - - - OVERALL C.C.R. ------ CERTIFIED CORNER RECORD U.E.-------- UTILITY EASEMENT D.E.- - - - - - - - DRAINAGE EASEMENT W.M.E. ------ WATER MANAGEMENT EASEMENT E.I.E.E. - - - - - EMERGENCY INGRESS/EGRESS EASEMENT L.M.E. -----= LAKE MAINTENANCE EASEMENT L.M.A.E. - - - - - LAKE MAINTENANCE ACCESS EASEMENT P.U.E.------- PUBLIC UTILITY EASEMENT P.S.L.U.E. ---- PRIVATE UTILITY EASEMENT P.I.- - - - - - - - POINT OF INTERSECTION P.C.- - - - - - - - POINT OF CURVATURE P.T. �-------- POINT OF TANGENCY N.T.-------- POINT OF NON -TANGENCY P.C.C.------- POINT OF COMPOUND CURVATURE P.R.C.------- POINT OF REVERSE CURVATURE I.Q.E.------- IRRIGATION QUALITY EASEMENT �I-- - - - - - - - - INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. ®- - - - - - - - - INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" $- - - - - - - - - INDICATES (P.R.M.) FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. LTC RANCH WEST POD 9 PHASES 2 AND 3 BEING A REPEAT OF TRACTS 11132" AND 1113311, LTC RANCH WEST POD 9 PHASE I , AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I I I , PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, I S AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITYDF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA 821 L397 N90'00'00"E V UPLAND PRESERVE i AREA / (3.464t SHEET 26 OF 30 MATCHLINE - SEE SHEET 24 OF 30 \ .................................. \. TRACT UPLAND PRESERVE AREA (FUTURE DEVELOPMENT) PM (3.464f ACRES) MATCHLINE - SEE SHEET 24 OF 30 L480 (� G � L454 N7 6.67'(p/q) V 60� ` �4�9 17.76' L4�5r-� - 4 34.�g %` -J458 L457 �`kg6 75.45, N8 77. 1' N75 S Spp0 - 77.40' 8�,08 g. 3 L686 157n-54 I9"F " 69 E� 68'I 72.18• S86'56 14 E S7 0 L6$g'� _- L688 - -' 6 59'13"E o co �n �g�L'694 S9\ O 9 n, co o co � /v ;'9� �/Q ' G to-(O- v /ro 01co SW�( z �► �a I �6PRESERVATION TRACT 2� Nlc0r � (INCLUDES_/UPLAND PRESERVE AREA.co <� ✓Gi I n 10 WETLAND AND WETLAND BUFFERS) \ �, � N j I� (8.503f ACRES) ] I WETLAND W-10! o f I n (5.039t ACRES) M j '•.. cs wo b,n SEE -DETAIL N Vp. \\ THIS SHEET 7i1 L71Z i� (\ s _L702 L703 L710 t \�. - - L704 L709 - -- - -` '- S88'54'08".W L705 L706 L707 L70$- - �i3:\��.------ 1-- , S05'16'19"E_"` " 50.00 50.13 ) Ng1.53 44 N89'53'27E S83.53'1,4 L46B P 7 WETLAND 83.21 92.11 74.91' BUFFER 476 323.98' r r 469 N88'54'08"E L474 4475 L S8T07' " 84 27' L470 L471 L472 L473 o _ - , - - 48 E-352.89LL O / / R=80.00' 262.61 N8T07'48"W -/ �c1q/ �088'42'07" (123.85'TIE L56 E) ��tP w CB-S48.31'08"W TRACT S.M.T. 12 +� / = 1 C-111.85' I (W.M.A.E./I.O.E.) Z. o w (2.231 f ACRES) ry ct5/ o R=100.00' z co, I n't %- L=82.41' ry ry°j ��O / 1 RfiC-� 2 ig M o N N R=145.00' CB &0478 4078E (FUTURE DEVELOPME N � lm � N u L-108.40' C-80.10'�� (58.169t ACRES) Q t� 6-04249'59 / g a CB-N55'38'22"E i CP U R-62.00C-105.89' L=100.10' /� •� b-092130'09"'a' C8-S5592'47"E \ C-89.58' 1� 32' 091,E O j / R-600.00' L¢295.53' �7732 0 " r py028'13 16 " C1061 s'O9'tiI Rg0�'(h.�l� CB=S825548 W 7832 138.79' 88.57� �- 'LR cisC=292.55 D'�af 22.37•c,- - r y o ►� 1 27.85' R=150.00' 4p`L •'yo„� �. p c° 9 - r r� L=75.30' i G i' r h-028'45'41' / + CB=S5a'15'34"W + 1 C-74.51' � 1 / 1 / i I TRACT 7 + (FUTURE DEVELOPMENT)�X•`.►�w co Lj O 1 (58.169f ACRES) I , 1, O 1'oihr�¢ CV tq INI��pcVN U � � IrYJ� IgV 1 Q NI aU I �w ! w I 1 cn rn cj ev r ° k 0 USA, a �a, `;00, ``s zS. 6' O �' C1181 � SFF Mg TCti a O'OG / SHEFr2$E OF30 Line Data Table No. Bearing Length L34 S25'58'29'E 140.00' L397 N28'13'47W 16.21' L454 N84'21'05"W 97.83' L455 S85'42'23" W 60.61' L456 S68'31'50"W 60.16' L457 S84'13'53"W 40.27' L458 N7701'10'W 35.35' L459 N65'33'09"W 68.74' L460 S6744'23"W 60.94' L461 S73'04'54"W 39.24' L462 S5636'34"W 52.62' 1­463 S30'35'49"W 17.89' L464 S37'37'36"W 54.56' L465 SOT09'15"W 24.79' L466 S44'50'36"W 1 26.86' 2 ems, of w� RMM^ W z tj 4 r .- ai ocm ``re) 0 l� 0 z 2�CB�5�7 6ffi'N50• / �.M P,1 CHLINEOF 3p SSE SHE ES 79 Line Data Table No. Bearing Length L467 S13'26'19"E 35.08' L468 S89'30'24"E 58.94' L469 S82'31'13"E 105.76' L470 S89'48'20"E 58.50' L471 N89'49'13"E 52.31' L472 N85'45'04"E 46.21' L473 N84'37'16"E 50.81' L474 N84'59'27"E 59.26' L475 N8854' 1 VIE 55.82' L476 N8O'33'05'E 56.59' L480 S8542'23'W 11.40' L620 S1348'14"W 22.61' L621 S13-48.14"W 15.09' L622 N13'48'14"E 20.96' L686 N85'42'23'E 55.91' L687 N68-31-50"E 59.50' R-185.00' L-217.87' p..067'28'32" C13,488'006"W c'� 1 J 1 O 1 I oa2a0 PLAT BOOK PAGE d �� 80 0 40 80 ( 160 �s ' 2� SCALE: 1" = 80' cf� PRESERVATION TRACT 2 00 OHO ` I L468 rr=Q nrrr \ OVA 11.30' r r L469 O/A r CQ N TRACT 7 r� 20.00' r C* �i• p ��. r O W.M.E. r cvr r Os 1 I r tp1 @ 323.98' r 20.37, �8.54' TRACT 7 1 S87'07'48'E 352.89' 0 A) (FUTURE DEVELOPMENT) \ (58.169t ACRES) TRACT S.M.T. 121 �h� NNW6N$ \ DETAIL NOT TO SCALE MgTc >•30� ShF�cT <��y,F 8 DSO F 30, R-200.00' ''7s L=183.59' r ;ter C1173 ,.]0 CB S84's4'52"EC1 W I ^�I Sgg 9,60� C-177.22' : � . , Z0 ni r Zo WEST BO AMENITY I C=205.50 ,fib C -lqsj,zi �� i / 08' 20.00' � �3�?O"W\ �*o�Ory1O3//h0Ory 0''Mi PLAT LIMITS L.M.E. ?k�� ry/ •, A. O • Line Data Table No. Bearing Length, L688 N84'13'53"E 55.42' L689 S77'01'10"E 48.62' L690 S6E'33'09"E 49.53' L691 N52.'44'23"E 41.24' L692 N7.''04'540E 36.53' L693 N5E'36'34'E 33.83' L694 N30'35'49"E 9.41' L695 N37'37'36"E 41.64' L696 N0270915"E 28.34' L697 N44'50'36"E 27.63' L698 NO3'42'1O"E 46.98' L699 N 13'26' 19'W 32.16' L700 NO2'53'05'W 64.32' L701 N2E'51'41 "W 51.28' L702 N83053'14"W 46.42' L703 N89-30.24-W 1 59.54' _Line Dat)Table / No. wearing Length L704 N82'31' 13"W 105.07' / L705 N89'48'20"W ' 58.90� L706 S89'49'13W 150.37' L707 S85-45-04-W \43.94� L708 S84'37'16"W 50.48' L709 S84'59'27"W 61'13' L710 S88'54'16"W 53.88' L711 S80'33'05'W 53.53' L712 S81'53'44"W 37.57' L713 S03'36'09"E 20.23' L714 S13'01'13'W 52.59' L715 S23'53'48"E 25.63' L716 N 13'48' 14"E 15.09' L856 NOT52'12"E 20.00' L857 N15'10'26"E 64.15' L858 N15!10'26"E 58.81' C 1176 C 1193 �' i 565 1.2 S4ti O� ACT 00 PSLUSD�PROJECT NO. 11-64' CITY OF PORT ST. LUCIE PR( NO. P24-155 '--��Geo ,c Sum 528 NORTHLAKE BLVD, STE 1040 / ALTAMONTE SPRINGS, FLORIDA 32701 PHONE: (321) 270-0440 JNDARY OF ENTER TRACT 1 ?-06C'. )JECT 768 PLAT BK 135 PG 27 LTC RANCH WEST POD 9 PHASES 2 AND 3 BEING A REPLAT OF TRACTS 11132" AND 1113311, LTC RANCH WEST POD 9 PHASE 1, AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I 11, PAGES I THROUGH 23, - ` --- OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 1 S AND 16, TOWNSHIP 36 SOUTH, RANGE 39 EAST, +� 20 " �`� CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA ® r 21 �x � �: \ r 16 o ,. �, . 4 � ,Air 26 `` • 3 R=281.23' U +► :.i �1 o-0 237'22' r • i , . ;,ram s € 1 30 ti 13 € «...m...t .. l .... f. _..... r KEY MAP: SCALE 1" = 1500.00- Line Data Table No. Bearing Length L859 N89'45'05"E 20.00' j `'► + ,� • lVjq % CB-S62'29'59"w • . • yLIN C-14.51' • • • �HEEr � �� e� . � . • • 23 OF G$ �.._.. `•••+ 0�19 R=42.00' L-73.67' Ok Q�`�°j ` • + �6, p`L Z p G • �/ b-10029'40" \ CB=N53'38.35"W C-54.58' Z / R=95.00' / L=109.75' c>' b-066111'20'cp ^3-A)v in / CB-N4629'25"W C1061 1 yv��oe� / R=261.23' C-103.74' 8ti •tih� vv / L-195.95' pnc'A�`vA,I UPLAND -PRESERVE PAT LIMITS �Z M F O a AREA I r (6.420f Nf Q MORES) I 80.00' � ro n 77 - o PRESERVATION I TRACT 1 �• O (INCLUDES UPLAND PRESERVE AREA, WETLAND AND WETLAND BUFFERS) Tv V, N Q. �! N q.117f (38ACRES) 'pea N90'00'00"W 75.35' I TRACT 10 I (OPEN SPACE) (2.662t ACRES) ^ N N a U >.,aL41-a 0 FOUND 5/8" IRON ROD AND r` W N CAP STAMPED PRM LB7217 �I^ ��-0� 010 6 SIN '� 0 0 Wmt J oy b N a con O O I I a � 0\ O LEGEND I ABBREVIATIONS: z 13 a 1 O z Z LS- - - - - - - - LICENSED SURVEYOR 0 0 LB - - - - - - - - LICENSED BUSINESS rn R.P.- - - - - - - - RADIUS POINT Q 1---80.00' O.R.- - - - - - - - OFFICIAL RECORDS BOOK o O/A- - - - - - - - OVERALL I C.C.R. - - - - - - CERTIFIED CORNER RECORD I Coo I U.E.- - - - - - - - UTILITY EASEMENT z P T LIMITS D.E.- - - - - - - - DRAINAGE EASEMENT W.M.E. - - - - - - WATER MANAGEMENT EASEMENT I N89'45'05"i E.I.E.E. - - - - - EMERGENCY INGRESS/EGRESS EASEMENT L.M.E. - - - - - - LAKE MAINTENANCE EASEMENT L.M.A.E. - - - - - LAKE MAINTENANCE ACCESS EASEMENT P.U.E.- - - - - - - PUBLIC UTILITY EASEMENT P.S.L.U.E. ---- PRIVATE UTILITY EASEMENT P.I.- - - - - - - - POINT OF INTERSECTION P.C.- - - - - - - - POINT OF CURVATURE P.T.- - - - - - - - POINT OF TANGENCY N.T.- - - - - - - - POINT OF NON -TANGENCY P.C.C.- - - - - - - POINT OF COMPOUND CURVATURE P.R.C.------- POINT OF REVERSE CURVATURE I.Q.E.- - - - - - - IRRIGATION QUALITY EASEMENT �-- - - - - - - - - INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM L87768" UNLESS OTHERWISE NOTED. - - - - - - - - - INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" $- - - - - - - - - INDICATES (P.R.M.) FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. TRACT 13 (FUTURE DEVELOPMENT) (45.227t ACRES) hry / 6=042'58'42' o; # o N nn ^O / CB=S44'37'14'W y z �, / C-191.39' c of TRACT/13---,, / iTVRE DEVELOPMENT) 8� • A TRACT S.M.T. 11 ! ' (45.227f' ACRES) /o (W.MAE./I.0.E.) 1 ` • . • • ! / f (9.732f ACRES) ry / • + • .IL S84'42'230E 50.23' 1 30•00' N89'45'050E 1 L859 (TIE LINE) 46 R-125.00' ` • • SF� ok L=182.01' • ` sy A=083'25'40' ` • • F % CB-S43"47'52"W C-166.35' ry. 0 / R=110.00' / _ / L 85.34 b"04426'55" CB-S53'17'15'W C-83.21' �R=300.00' w / / L,-0.06' to • f3 b"018'32'15' CB-S31'47'40'W h V ^ N C-96.6'r Ln o y L-84.00' R=65.00 Q 81 L=84:39 \ L=74.57' U b"0691D417' N" CB=N12'00'36'W \ d=065.43'41 TRACT \ 1C 79.3W \ / CB-S13�40'54'E� C-70.54' (FUTURE DEVELOPMENT) i R 45.00' I (14.678f ACRES) L-51.62 .F 0 b=065'43'�41' O cB-N1340'S4'W / R-150.00' N � o Q I c=48.84' 1 L=86.49' $1O to 0111 I b<027.31'S0" I R=200.00'� CB-51'w .66, J A-027'31'50"� I I CB-N0525'01•E I C-95.18' I R=300.00' I TRACT S.M.T. 11 I L=68.68' j I d-013117'00' . I (W.MAE./I.O.E.) cs=SOr47:23- - I (9.732f ACRES) I C-6s.53' TRAC_T_13 i I RL64.00� = (FUTURE DEVELOPM L64.10 (45.227f ACRES S I CB-N014170.23""W I R=800.00' C-63.96' I LU L=164.70'w I � J d�011'47'45 ? CB-S01'07'46'E I ¢ R=820.00' I 'O� C-164.41' I b L-168.82' O I N A-011'47'45' I N CB-N01T7'46'W V C-168.52' I� 4 Ico 4 R=575.00' I L=98.20' I bc00947'07' CB-S02'08'05'E R=555.00' C-98.06' I A-W9 47 07' v I C-94.67 I ��Nb►-egio 6 1 (� N I co Ojy' �Jd �J Ij ZU 0 c� MATCHLINE - SEE SHEET 28 OF 30 I \ I \ I \ \ S82.13,41 "r t SHEET 27 OF 30 PLAT I �� BOOK 80 PAGE Curve Data Table No. Radius Are A Bearing Chord C844 281.23' 24.97' 5*05'17" N63'33'57`E 24.97' C845 62.00' 108.75' 100'29'40" S63'38'35"E 95.33' C846 75.00' 86.64' 6611'20" S46.29'250E 81.90' C847 40.00' 87.20' 12454'32" SlT07'49"E 70.93' C848 85.00' 64.15' 4314*25" S23'42'14"W 62.64' C852 1 50.00' 60.28' 69'04'17" S12'00'360E 56.69' C858 128.00' 95.10' 42.34'01 " S18.31.31 "E 92.92' C1052 1155.00' 275.07' 13'38'44" N25'23'37"E 274.42' C1069 20.00' 43.60' 124'54'32" Nlr07'49*W 35.47' C1070 148.00' 109.95' 4734'01' N183V31 "W 107.44' C1086 957.63' 320.60' 19'10'540 S22'35'56"W 319.10' C1087 955.00' 220.52' 13'13'48" S06'21'59"W 220.03' NJU.00• / PSLUSD PROJECT NO. 11-642-06C S45'22'01 "E 61.40' _�i��\ CITY OF PORT ST. LUCIE PROJECT S7s.30,15 NO. P24-155 .E 130.00' ` � ` MATCH SSE SHEE LINE _ � • .• T 28 OF 30 . • • eoGFllDint...., 1 1 I Surveying, Inc. S28 NORTHLAKE BLVD, STE 1040 /FAX: (813)`J48-2266 ALTAMONTE SPRINGS, FLORIDA132701XVWVW..GE0P0INTSURVEY.00M PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 I PLAT BK 135 PG 28 n KEY MAP: SCALE 1" = 1500.00' Curve Data Table No. Radius Are d Bearing Chord C784 325.00' 89.53' 15'47'02" S8702'31 "W 89.25' C785 599.77' 122.52' 11*42'15" N10'26'444W 122.31' C803 245.00' 23.93' 5'35'47" S2T51'02"E 23.92' C825 195.00' 29.36' 8'37'37" S26'20'07"E 29.33' C829 245.00' 129.99' 30'24'01' N15'26'55"W 128.47' C858 128.00' 95.10' 42'34'01" S18'31'31 "E 92.92' C865 -85.00' 48.76' 3752'150 S73'18'57"VII 48.10' C975 60.00' 24.77' 23'39'24' SO4'24'46'E 24.60' C1053 245.00' 32.63' 73751" SO4.03'50"E 32.61' C1054 245.00' 82.36' 19'15'39" S21'01'06"E 81.97' C1055 345.00' 94.43' 1640'54" N82'05'35"E 94.13' C1056 345.00' 76.66' 12'43'53" N6753'11 "E 76.50' C1057 655.00' 139.91' 1714'18' S6738'23"W 139.84' C1070 148.00' 109.95' 42'34'01" N18'31'31 "W 107.44' C1071 30.00' 52.58' 100*25'16" NOV51'08"W 46.10' C 1093 579.73' 118.00' 11'39'44" S 10'26'23"E 117.80' C1132 905.00' 1170.33' 74'05'38" N2718'15"E 1090.47' C1208 245.00' 15.00' 330'30" S09-38'01 "E 15.00' LEGEND ! ABBREVIATIONS: LS- - - - - - - - LICENSED SURVEYOR LB - - - - - - - - LICENSED BUSINESS R.P-- - - - - - - - RADIUS POINT O.R.- - - - - - - - OFFICIAL RECORDS BOOK O/A- - - - - - - - OVERALL C.C.R. - - - - - - CERTIFIED CORNER RECORD U.E-- - - - - - - - UTILITY EASEMENT D.E-- - - - - - - - DRAINAGE EASEMENT W.M.E. - - - - - - WATER MANAGEMENT EASEMENT E.I.E.E- - - - - - EMERGENCY INGRESS/EGRESS EASEMENT L.M.E. - - - - - - LAKE MAINTENANCE EASEMENT L.M.A.E. - - - - - LAKE MAINTENANCE ACCESS EASEMENT P.U.E.- - - - - - - PUBLIC UTILITY EASEMENT P.S.L.U.E. ---- PRIVATE UTILITY EASEMENT P.I.- - - - - - - - POINT OF INTERSECTION P.C.- - - - - - - - POINT OF CURVATURE P.T.- - - - - - - - POINT OF TANGENCY N.T.- - - - - - - - POINT OF NON -TANGENCY P.C.C.- - - - - - - POINT OF COMPOUND CURVATURE P.R.C.-------- POINT OF REVERSE CURVATURE I.Q.E-- - - - - - - IRRIGATION QUALITY EASEMENT -IF - - - - - - - - - INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. ®- - - - - - - INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" -- - - - - - - - - INDICATES (P.R.M.) FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. LTC RANCH WEST POD 9 PHASES 2 AND 3 BEING A REPEAT OF TRACTS 11132" AND 1113311, LTC RANCH WEST POD 9 PHASE 1, AS RECORDED W PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I I I , PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 15 AND 16, TOWNSHIP 36 SOUTH, RANGE 39 FAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA I I I I I I PLAT I LIMITS 0 �p I da �I 80.00' /Z, O - z Q al3 zl0i I _ t� � Q rn I, I¢ _ 3 S IoJQW �, I m oa ry� va a o l � py r S2 N v co �j g O k W in h y I H¢ w ci � . cr to to M o 0 z 0 U In 00 , 80.00 w Zlz � J I � 3 I I FOUND 5/8-IRON ROD L54 AND CAP LB7264 (1.2' N.) 80.00' `05"E 130.00' S84'42'23"E \ 50.23' I � I I � I 1` MATCHLINE - SEE SHEET 27 OF 30 ------------------------- ------------------------------ N89'45'05"E 130.00' VX -------- TRACT 14 ITURE DEVELOPMENT) (46.098f 'ACRES) 7 Off\ v0013 W I \00 R=220.00 L=95.32' '<<` o I b-02449'28 V N I CB-N2723'47"W gym TRACT 8 I C-94.58 \ � 0i (FUTURE DEVELOPMENT) s `irk' (14.678t ACRES) TRACT o I (W.M,I� S.M.T.,11 L 10R-145.43' �I (9.732f ACRES) b-040'04'43"J C13=N35'01'25'Ws� O /N� a � �� � R=85.00' C1071 \1 �ryrry. L-72.15' I e-048 37'50' ,,. ,A M CB-N21'02'35'E cm L450i ao R-45.00' ^ ^�"55`W L-80.40' ( c d�� o� �5 3 ' / / L860 N_ A-102'22'00" C J p N ►f I R-120.00 CB-N4734'40'E I \\ .►R�'• / o M I R=380.00' L=117112' C-70.12' 0 o I L-90.89' CB N71 E �8'06 rs� * I CBN50'0141"E bs013'42'1C-112.52'�,r u • I rco: z �i L41 =139:39 \ /��c. �.555;07��G�err �: �122'52'1S" v �A 'coa06 W pdi ��i,ry , v��,y�y �A \ CB=S61'41'03 E DO S 337 \ C-114.18'V��Gr933 /S89'45'05"W' ' p{ 85.00' C8 �p� 05 ggy'Lg r 56.05' r G � ',' 8.62 L800 TRACT 14 1 _ r 20.33' (TIE LINE) r' c�v rr� 20.00' W.M.E. ; r' (FUTURE DEVELOPMENT) °� (,W.098t ACRES) C14 bl_or-.r 8.20' r-1 rnr C1208 M 1 1 6.07' c� r L4_85_ r� 895 \ - L866 -\ r 60U's �Ni�P\�6� 15.00 D.E. i3- 0 \ 5 Lo �, LA S \ s� !oa O\\ d` V* <11 10.97' \ d� ti eo`�`��. 0Zaopw2p, s e+� \UL ;02p`\t� O a `p�, w d � a w I u , 00 "' .r + ��' '� TRACT 14 U co- N b i ro (FUTURE DEVELOPMENT) t Z o (46.098t ACRES) \ , �' `'• '� • f 80.00' PLAT UMITS- H � �a Q� zo l v 0 1 to PRESERVATION TRACT 5 20.00' (M WDES MAND PRESERVE AVA S� 40.34' f WERAND AND WEMAND BUFFERS) >>, W.M.E. N04 27'30"W (53-=* ACRES) 10.05 L451 SO4 27'30"E S89'56'02"W 450.54' _ _ _71.50- _ _ _ _C784 G1C L482 °D C7055 � W 9 MATCHLINE -SEE SHEET 30 OF 30 . S82' 13'41 " E 130.00' S45"22'01'E 61.40' (FUTURE DEVELOPMENT) (58.169f ACRES) \,-", S61'31'15"W SHEET 28 OF 30 PLATBOOK PAGE �}/7 80 0 40 80 SCALE: 1" = 80' 1 � S7s-30, is 130 00' , • SFE SyEC�/CINF: ET 26 30 Op C124-f- / M N M co - m a co) I �rn �� a ld!,OLn L) \� o� \ ai ry v c�,o? S till \ vQ��Vb' t�'' N, • 1 R=75.00 I L=76.28' f 5=05816'36" "1 CB-S07*06*55"W Amory O\� C-73.0,V 20.00' V u � � f' L.M.E. cl V TRACT 7 to +� (FUTURE DEVELOPMENT) rr f (58.169f ACRES) a ca U 1 co i onN� w R;gin M w O �J4V 2 F- U w w Q co w w cn t � r f � I 7.08' U 20.83' 45 tip•' tir'�o�o y1- r r � r L449- -" . Line Data Table No. Bearing Length L54 N89'45'05"E 44.50' L449 N28'28'45"W 18.66' L450 S59'15'25"E 14.23' L451 N14 05'121W 20.01' L481 S23'19'03"E 48.44' L482 N10'05'40"W 21.65' L483 N04'27'30"W 28.67' L484 S59'21'04"W 50.00' L485 S89'05'32"E 61.73' L486 S16*14'280E 57.48' L604 S8(721'59'W 24.35' L718 N59'21'04"E 65.02' L800 S33'07'10"E 20.00' L860 N59'15'25"W 0.68' L861 S3632'42"W 112.76' L862 S48'01'50'W 117.77' L863 S5758'27W 118.98' L864 S59'21'04'W 120.09' L865 S59'21'04'W 122.12' L866 N89'05'32"W 62.59' rL895 S80'2l'59'W 24.74' ,JECT NO. 11-64�-06C T ST. LUCIE PROJECT I o�nt Surveying, ---In. 528 NORTHLAKE BLVD, STE 1040 / FAX:"'(813) 24K266 ALTAMONTE SPRINGS, FLORIDA 32701 M.GEOPOINTSURVEY.COM PHONE: (321) 270-0440 J/ LICENSED BUSHNESS NUMBER LB 7768 A / I i PLAT BK 135 PG 29 KEY MAP: SCALE 1" = 1500.00' Line Data Table No. Bearing Length L374 N 15'05' 1 O'W 43.53' L375 S89'10'45E 20.24' L486 j S16-14-28"E 57.48' L560 I SO4 53' 12"E 120.00' LTC RANCH WEST POD 9 PHASES 2 AND 3 BEING A REPEAT OF TRACTS 1113211AND 1113311, LTC RANCH WEST POD 9 PHASE I , AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I I I , PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 15 AND 16, TOWNSHIP 36 SOUTH, RANGE 39 FAST, SHEET 29 OF 30 PLAT BOOK � CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA MATCHLINE - SEE SHEET 26 OF 30 C962 C1140 .� \ / / --20.00' ` C9s', - / L.M.E. _ - C964C�139 �' ,1 t'� - of ✓ �--r C1i42 ^rCti�4 C7:�O�i G9g��. '��,� 9S6 C1135 ,; � WEST BOUNDARY OF AMENITY CENTER TRACT s - C1234 O� 20.00' L.M.E. Q� <.i ' .1b^ h/ i _ C1184 N �^ R=200.Op� �•.C1221 . -- C1226 i' �,� �` -411 C9=S62'22 1b0.00 R=8Q0043 .00' / TRACT S:M.T. 1'3 / C=149.21' f d L61ss.77' � 4.75' . A�01r'26'35" �>- A N d MMAE./I.Q.E.) / , r06 05 = " s ,r w ' �79 01'OrE CB N88'0914 E r�� � d'. � 7 (13.001 f ACRES) �/ G�3 63' C-159.51' �►>�` � LA 00 c^ CZ� �i 00 / �+4 PLAT LIMITS L / TRACT 7 L375 � / (FUTURE DEVELOPMENT} R�144 g6' (58.169+ ACRES) �03at0 00 / D `,180.13'09"E S84'11.51 "E - - / / / R�660'�' C�77-e9• 101.25' 049 / �` .01 / ", • `` ` G�6 ���q'12"��*E J r _ MATCHLINE _ - - �' 1t�2z / SEE SHEET 10 OF 30 r • �� G 1q1 0 � � hT n C 1148 ev CQ 44E i OF 30 1 C1211 \I G^�, 8 �­r-�\ y Cl too �'� `� gg� pIV i v C947♦ �- r / Cg 45 R=150 20.00 / L-128.4-f ' L.M.E. / 4=049'0 ' (B_N84'22'f0,.'- , C=124.58 �/� { a u TRACT 7 �" j\ �10`b' (s i 6sEVELcREsj `�'���°ck6�' \��- 30 AIN ago %. q% S� ND 1 ABbREMATIONS: %\� C ��s?y, LS- - - - - - - - LICENSED SURVEYOR > >' '�' N26'45'46"W LB -------- LICENSED BUSINESS 20.00' � .P.-------- RADIUS POINT (n L.M.E. s. y� b.R.-------- OFFICIAL RECORDS BOOK = 6/A- - - - - - - - OVERALL 6.C.R. - - - - - - CERTIFIED CORNER RECORD Eq _ , ♦ ���'\ n Ito U.E.-------- UTILITY EASEMENT coo m v iv •�. *b�\ >s . O `61-- - - - - - - - DRAINAGE EASEMENT i TRACT S.M.T. 13 ' .M.E- ------ WATER MANAGEMENT EASEMENT 6.E.E- - - - - - EMERGENCY INGRESS/EGRESS EASEMENT i (13.001t ACRES) C1177CID L.M.E. - - - - - - LAKE MAINTENANCE EASEMENT L.M.A.E. - - - - - LAKE MAINTENANCE ACCESS EASEMENT L____ .U.E.- - - PUBLIC UTILITY EASEMENT n C1155 I .S.L.U.E. PRIVATE UTILITY EASEMENT rn ( L580 F'. -- - - - - - - - POINT OF INTERSECTION \ (TIE LINE) y.- Cap6 C1169 LP.C.- - - - - - - - POINT OF CURVATURE F .T.-------- POINT OF TANGENCY C105 UNE SEE SHEET 30 OF 30 �.T.- - - - - - - - POINT OF NON -TANGENCY NIATCK P.C.C.- - - - - - - POINT OF COMPOUND CURVATURE -� P.R.C-------- POINT OF REVERSE CURVATURE `.Q.E.------- IRRIGATION QUALITY EASEMENT �-- - - - - - - - - INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. ®- - - - - - - - - INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" 49-- - - - - - - - - INDICATES (P.R.M.) FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. Curve Data Table No. ,Radius' Are A Bearing Chord C387 50.00' 60.02' 6846'58" N0737'43"E 56.48' C719 60.00' 163.38' 156'00'510 N72'30'15"W 117.38� C720 /25.00' 36.48' 83'37'02" N36'18'20"W 33.33' C7,4 45.00' 76.47' 972l'35' N33'35'37"E /67.59' C749 150.00' 107.56' 41'05'00" N75'15'39"E/ 105.27' C750 80.00' 50.41' 3T06'06" N72'46'127E 49.58' C806 245.00' 184.27' 43'05'36' S63'34'00'W 179.96' C945 45.00' 51.79' 65'56'35' N75'56'O6'E 48.98' C947 35.00' 37.58' 61'30'44" S89'24'30'E 35.80' C949 35.00' 83.05' 135'57'23" N23'16'31�E 64.89' C955 100.00' 161.01' 92'15'12" N47',44'55"E\ 144.17' C956 84.50' 160.86' 109'04'10' N5754'46"W 137.64' C957 200.00' 78.59' 22'30'47' S61'17'45W, 78.08' C958 45.00' 16.14' 20'33'02" S39'45'51 "W 16:05�_ C959 40.00' 108.92' 156'00'51" N72'30'15"W 78.25' C960 45.00' 65.67' 83'37'02" N36'18'20"W 60.00' C961 300.00' 104.49' 19*57'23' N68'08'1O"W 103.96' C962 185.00' 217.87' 6728'32" S88'06116V 205.50' C963 220.00' 163.86' 4740'26" S7542'13W 160.10' C964 600.00' 295.53' 28' 13' 16" S82'55'48"W 292.55' C965 160.00' 69.65' 24'56'26" S56'20'57"W 69.10' C966 150.00' 75.30' 2845'41" S58'15'34"W 74.51' C967 160.00' 200.15' 71'40'26" S36'48'120W 187.35' C968 150.00' 162.37' 62'01'17' S31'58'37"W 154.56' C969 1 220.00' 1 92.22' 24 01'02" S50'58'45"W 91.55' Curve Data Table -No- -Radius Are A Bearing Chord C970 65.00' *103.10' 90'52'37" S06'28'21 "E 92.62' C971 150:00` 78.25� 29'53'16" S36'58'02"E 77.36' C972 75.00' "78.28' �w16'36" S0706'55"W 73.04' C973 160.00' 141`.62' 50'42'46" S10'53'50"W 137.04' C974 620.00' 236.71' 21' 52'29" S03'31'180E 2-35.27' C975 60.00' 24.77' 23 39'24" SOV24'46"E 24.60' C1058 655.00' 129!80' 11'21'16" S79'26'10"N 129.59' C1135 84.50' 61.77' 41'53'08" N1919'15"W 60.41' C1139 320.00' 111.46' 19*57'23" N68'O8'1O"W 110.90' C1140 165.00' 194.32' 6728'32" S88'06'16"W 183.28' C1141 240.00' 178.75' 4740'26" S 547 2'13",W 174.65' C1142 -1580.00; 285.68' 121T13'16" S82'_55'48"W "282.80' C1143 140.00'� 60.94y 24 56�26" S56'20'57"W, 60446' C11444 -170.00' 85.34' 28'45'41" S58-15-34-W \'84.44, C1145 140.00' 175.13' /71-40'26" S36'48'12"W 163.931 C1146 170.00' 184.02' 6701'17" S31'58'37"W /175.17j C1147 200.00' 63.84' 24 01'02" S50'58'45"I 83.221 C1148 45.00' 71.37' �90'52'37" S0628'25"E 64.112' C1149 170.00' 88'68' 2'9'53'16" S36'58'02"E 87.68' C1150 95.00' 96.63'-, 58'16 36"- `50'42,46_ S0706'55"W� 92.51' C1152 140.00' 123.91' S10'53'50"W 119.91� C1154 640.00' 244.34' 21'52'29" S03'31'18"E 242.86' C1155 40.00' 75.99' 108*50'34* S4700'21"E 6507' C1169 675.00' 77.06' 632'27" N81'50'35"E /77.01' C1172 225.00' 169.23' 43'05'36" 1 N63'34'00,"E 165.27k PAGE �-G I Curve Data Table No. Radius Are e Bearing Chord C1177 30.00' 36.01' 68'46'58" N0737'43"E 33.99' C1183 100.00' 60.72' 34'47'34" N19'01'06"E 59.60' C1184 100.00' 21.19' 12'08'28" N42-29-07"E 21.45' C 1185 100.00' 79.10' 45' 19' 10" N71' 12'56"E 77.65' C1195 55.00' 54.90' 5T11'23" N55'21'27"W 52.11135' C1197 110.00' 243.66' 12654'58" N20'29'40'W 196.81, C1198 65.00' 74.81' 65'56'35" N7556'06"E 70.`J5' C1200 130.00' 111.34' 49'04'16* NBC22'16"E 107.97' C1210 55.00' 59.05' 61'30'44" S89'24'30"E 56.15' C1211 25.00' 72.45' 166'03'02" N38'19'21"E 49.63' C 1212 55.00' 1130.51' 13557'23" N23' 16'31 "E 10197' C1213 100.00' 1 108.61' 62713'37" N60'08'25"E 103.35' C1217 620.00' 505.37' 4642'08" N5722'40"E 49149' C1218 220.00' 168.20' 4Y48'17" S8722'08"E 164:13' C1221 80.00' 51.80' 3706'05" S79'01'01'E 50.30' C1226 820.00' 163.77' 11*26'35" N88'09'14"E 163.50' C1227y 80.* 128.81' 92'15'12" N47-44-55"E 115:34' C1228 64.k 21 2:78� 109-04'10" N52'54'46"W 105.07' C1233 180.00- 70.73' �22'30'47" S61'17'45"W 70.27' "C1234/'_ 25.00' 1 8.97'\ 2Cr33'02" S39'45'51 "W 8.92' PSLUSD PROJECT NO. 11-642 -06C CITY OF PORT ST. LUCIE PROJECT NO. P24�155 I <:x GeoFmt Sui-vey'ing,.Inc1 528 NORTHLAKE BLVD, STE 1040 FAX:/(813) �48'2266 ALTAMONTE SPRINGS, FLORIDA 32701 WWVV.GEOPOINMRVEY.COM PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 e" LTC RANCH WEST POD 9 PHASES 2 AND 3 BEING A REPEAT OF TRACTS 11132" AND 1113311, LTC RANCH WEST POD 9 PHASE I . AS RECORDED IN PLAT BOOK 123, PAGES 31 THROUGH 39 AND THE TRACT ENTRY FEATURE, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK I I I , PAGES I THROUGH 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9, 15 AND 16, TOWNSHIP 36 SOUTH, FLANGE 39 FAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA d?� O G4 MATCHLINE - SEE SHEET 28 OF 30/ / p..................r-..-..r---.----..r...-----•---•-� Q N O J Q ix m � a LI.. d 0 01 � PLAT LIMITS ! N U Go PO oh, ro PO f0 w z U ' PRESERVATION TRACT 5 v P.4 (INCLUDES UPLAND PRESERVE AREA, LA-o O WETLAND AND WETLAND BUFFERS) z Z w (53.009f ACRES) J • O �3 Z �, as LEGEND / ABBREVIATIONS: Z Ow LS-------- LICENSED SURVEYOR LB - - - - - - - - LICENSED BUSINESS R.P.- - - - - - - - RADIUS POINT 17 16 O.R.-------- OFFICIAL RECORDS BOOK O/A-------- OVERALL C.C.R. ------ CERTIFIED CORNER RECORD 2O r2l U.E.-------- UTILITY EASEMENT D.E.-------- DRAINAGE EASEMENT W.M.E. ------ WATER MANAGEMENT EASEMENT E.I.E.E. ----- EMERGENCY INGRESS/EGRESS EASEMENT L.M.E. ------ LAKE MAINTENANCE EASEMENT L.M.A.E. ----- LAKE MAINTENANCE ACCESS EASEMENT P.U.E.------- PUBLIC UTILITY EASEMENT P.S.L.U.E. ---- PRIVATE UTILITY EASEMENT P.I.-------- POINT OF INTERSECTION P.C.-------- POINT OF CURVATURE P.T.-------- POINT OF TANGENCY N.T.-------- POINT OF NON -TANGENCY P.C.C.------- POINT OF COMPOUND CURVATURE P.R.C.------- POINT OF REVERSE CURVATURE I.Q.E.------- IRRIGATION QUALITY EASEMENT •�1--------- INDICATES (P.R.M.) SET PERMANENT REFERENCE MONUMENT 1/2" IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. --------- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" -�--------- INDICATES (P.R.M.) FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD AND CAP STAMPED "PRM LB3591"UNLESS OTHERWISE NOTED. FOUND 4"X4" CONCRETE MONUMENT STAMPED LB7264 r 1 f 1 1 . t ��� ��• RffiZbi NOW ¢S� . c O F 3p �$ '(G� g•y3 PLAT SHEET 30 OF 30 PAGE BOOK � \1 cA C, C390 yr� 770 -p 14 ,y�6 , ,' 100 0 50 100 200 )PMENT) G Gh ;RES) , , SCALE: 1" = 100' 785 43�"W i R=3 L= 25.00' 44.85Ile ' 6-007'54'25' 'y C13=S65"28'2rW 3s C-44.81' R-375.00' 842- �' V i, N L=230.46' 111,g4s l� 6� 3 Off% 61 6=035'12'40" CB-N51'06'25"W o TRACT 14 / $�33 C-226.85'to (FUTURE DEVELOPMENT) , TRACT S.M.T. 21 w N W (46.098f ACRES) i (W.MAE./I.O.E.) , / (5.770f ACRES) in� iA Ln 0 tj lee 0 b Ft�55 N ZA ,�324 $. R=675.00' 0 6-002'30'02" i Sri N89'56'02"E 32� r� / CB-S62.46'16"W C1080 N 113.29' � 0 C-29•46' N89'5f'02"E 845.78' )8 2f1.00' LM.E. `-------------- ----------------- J 1310.00' S89'56'02"W L824 ' (TIE LINE) ` 1 lo IN /TRACT 14 (FUTURE DEVELOPMENT) ��rn (46.098f ACRES) :s�,. {�Or 1453.40' S89'56'02"W PRESERVATION TRACT 5 T TTIT A ATT % TIT')T C+T'. T) i 7TT A T') T'! A UrLrily L jr, v i s 1-k tx �� (INCLUDES UPLAND PP RESERVE AREA (39.0031: AN ACRES) WMAND AND WERD BUFFERS) 1400.00' 1210.69' (53.009f ACRES) I 26ia 69, .589'54063 NOT A PART OF THIS PLAT NOT PLATTED PRIVATE ROAD (120.00' RIGHT-OF-WAY) (O.R. 1808, PAGE 2492) SOUTHWEST CORNER SECTION 16, TOWNSHIP 36S., RANGE 39E. CORNER LOST Curve Data Table No. Radius Are d Bearing Chord C386 555.00' 188.94' 19'30'20" S44 33'30'W 188.03' C390 425.00' 3.66' 0'29'38" N42' 15' 11 "E 3.66' C516 555.00' 114.41' 11'48'40* N4824'20"E 114.21' C1077 25.00' 67.23' 154'05'14" S13'01'21"E 48.73' C1078 25.00' 1 33.63' 77'04'16" N7702'13"W 31.15' C1079 25.00' 29.94' 68'36'48" N34 24'21 "W 28.18' C1080 25.00' 39.28' 90'01'59" N44'55'03"E 35.37' Line Data Table No. Bearing Length L324 S19'17'07"E 49.78' L325 S15'50'41 "E 36.20' L326 S14 32'02"E 48.41' L489 N00'03'58W 19.62' L824 S24 02'58"E 49.27' FOUND 3" ROUND NOT A PART OF THIS PLAT CONCRETE MONUMENT STAMPED LB7264 n „\ / o / LL 0/� w LLJz - / to U w / 0 l cn I w 1 �! w 1 h r rn N L324 L325 N 1 rn O� S26'33'19"E 0.75' a c' \ ao LL O �tiy�o�� -A,%N b �` D 1 G�TRACT 9A N 1 w (OPEN SPACE) 1 cn -86.01' 1 w (0.519f ACRES) 1 ' 203.63' S84 35' 16"W 1 0 1 Q 1 � 1 1 1 [PLAT LIMITS PSLUSD PROJECT NO. 11- 42-06C CITY OF PORT ST. LUCIE PROJECT eoPolnt'.� Surveyg, Inc. 528 NORTHLAKE BLVD, STE 1040 FAX: (81.3) "48-2266 ALTAMONTE SPRINGS, FLORIDA 32701 WWW.GEOPOINTSURVEY.COM PHONE: (321) 270-0440 LICENSED ENSED BUSINESS NUMBER LB 7768