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Home My WebLink About135 31-36 LTC Ranch West Pod 6A Phase 2CFN # 5491097 PLAT BOOK 135 PAGE 31,, Recorded 06/09/2025 04:04:23 PM SAINT LUCIE COUNTY Deputy Clerk TREJOA PLAT LTC RANCH WEST POD 6A PHASE 2 SHEET 01 of 06 PAGE 3l BEING A REPLAT OF TRACT "B2" AND TRACT T2", LTC RANCH WEST POD 6A PHASE 1, ACCORDING TO THE PLAT 'THEREOF, RECORDED IN PLAT BOOK BOOK 120, PAGES 1-18, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 10, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA - INSTR # 5491097 P BK 135 Pages 31 - 36 RECORDED 06/09/2025 04:04:23 PMf1 SAINT LUCIE COUNTY LEGAL DESCRIPTION: 0 MULLER ROAD CLERK'S RECORDING CERTIFICATE: _ 0 A REPLAT OF TRACT "62",,PLAT OF LTC RANCH WEST POD 6A PHASE 1, AS RECORDED IN PLAT BOOK 120, PAGES 1 THROUGH 18 OF THE PUBLIC RECORDS Q OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 10/TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA STATE OF FLORIDA TOGETHER WITH: A REPLAT OF TRACT "C2", LTC RANCH WEST POD 6A PHASE 1, AS RECORDED IN PLAT BOOK 120, PAGES 1 THROUGH 18 OF THE PUBLIC COUNTY OF ST. LUCIE RECORDS OF ST. LUCIE COUNTY, FLORIDALYING�IN SECTION 10, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, x F" o I, MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT OF ST. LUCIE COUNTY, FLORIDA, DO HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED, AND FLORIDA. p THAT IT COMPLIES IN FORM WITH ALL T E REQUIREME TS�6FTHE LAWS OF FLORIDA PERTAINING TO MAPS AND PLATS, AND THAT THI P T HAS BEEN z FILED OR RECORD IN PLAT BOOK , PAGE(S) OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, THIS , DAY OF E R LESS. 4 R OR 0 L CONTAINS 38,02 AC ES M ��:�-`- W. MIDWAY ROAD UM 2025. CERTIFICATE OF OWNERSHIP AND DEDICATION: •� C�,�� S�, i W CE V ��f MIDWAY GLADES DEVELOPERS, LLC, A, ELAWARE LIMITED LIABILITY COMPANY (AUTHORIZED TO DO BUSINESS IN THE SATE OF FLORIDA), OWNER OF THE e MICHEEL R. MILLER LAND DESCRIBED AND PLATTED HEREIN AS "LTC RANCH WEST POD,6A PHASE 27� BEINGIN ST. LUCIE COUNTY, FLORIDA, HAVftAUSED SAID LANDS TO BE CLERK OF THE CIRCUIT COURT SURVEYED AND PLATTED AS SHOWN HEREON AND HEREBY DEDICATES AS FOLLOWS: NEWELL ROAD SITE ST. LUCIE COUNTY, FLORIDA o; 1. THE ROAD RIGHT-OF-WAY TRACT R, AS SHOWN HEREON, IS HEREBY DEDICATED TO THE FOUR SEASONS AT WYLDER NEIGHBORHOOD ES: NFLORIDANOT FOR PROFIT CORPORATION ITS SUCCESSORS AND ASSIGNS AS PRIVATE ROAD RIGHTS -OF -WAY FOR THE PURPOSE p SURVEY NOT ASSOCIATION, INC., , A FLO , a WILLIAMS ROAD a OF PROVIDING ACCESS AND DRAINAGE INSTALLATION, AND IS THE MAINTENANCE OBLIGATION OF SAID FOUR SEASONS ATI WYLDER NEIGHBORHOOD p 33 1. BEARINGS AND COORDINATES SHOWN HEREON ARE BASED ON THE EAST BOUNDARY OF PRESERVATION TRACT 1, LTC RANCH WEST POD 6A PHASE 1, ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS. ALL STREETS ORiROADS DESIGNATED HEREON -AS Y rn AS RECORDED IN PLAT BOOK 120, PAGES 1-18, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, HAVING A BEARING OF N 00000'00" E, THE GRID ASIDE E E OF THE ABUTTING PROPERTY, WNER N AND IN N w a AD RE HEREBY SPECIFICALLY SET S E FOR TH USE E TY O S ONLY, O WAY V STREETS O ROADS A PRIVATE S S R � z p as � BEARINGS AS SHOWN HEREON REFER TO THE STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD 83-2011 ADJUSTMENT) CONSTITUTE A 'DEDICATION TO THE GENERAL PUBLIC OR THE CITY OFF PORTS ST. LUCIE ("CITY"); IT BEING SPECIFICALLY UNDERSTOOD THAT NO _ 0 Q FOR THE EAST ZONE OF FLORIDA. OBLIGATION IS IMPOSED ON THE CITY NOR SHALL ANY REQUEST BE ENTERTAINED BY THE CITY TO MAINTAIN ORYIMPROVE THE,PRIVATE STREETS OR to ¢ { H AD EASEMENT OVER AND UNDER SUCH STREETS RIGHTS -OF -WAY AS SHOWN HEREON IS RESERVED IN,FAVOR OFT E CITY, ITS SUCCESSORS ROADS. AN ( ) p 2. LINE INTERSECTING CURVES ARE RADIAL UNLESS SHOWN OTHERWISE NOTED (NR) FOR NON -RADIAL. AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES AND ASSIGNS, FOR ACCESS TO, OPERATION, MODIFICATIONJNSTALLATION, AND/OR MAINTENANCE OF, PUBLIC UTILITY FACILITIES, INCLUDING BUT NOT LIMITED TO, WATER AND WASTEWATER LINES, APPURTENANT. -FACILITIES OR EQUIPMENT. THE CITY�SHALL G — M IS THE OFFICIAL DEPICTION F THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENT AREA OR,SUCH STREETS RIGHTS OF WAY ETC. EXCEPT AS SHALL 3. THIS PLAT, AS RECORDED IN ITS GRAPHIC FOR O ( ) 5 RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY. J �/ ¢ CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OF DIGITAL FORM OF THE PLAT. 2. PURSUANT TO SECTION 177.0091(28), FLORIDA STATUTES, ALL PLATTED UTILITY EASEMENTS-SHALL'PROVIDE THAT SUCH EASEMENTS SHALL ALSO 4. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER NO ` / COUNTY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND " LOCATION MAP 7.00 FO OT PORT ST LUCIE UTILITY EASEMENTS F HE 7.00 FOOT UTILITY EASEMENTS 5.00 FOOT PORT ST LUCIE UTILITY EASEMENTS, F , SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY 6AMAGES THE FACILITIES OF A NOT TO SCALE 5. A PORTIONO T I UTILITY, !IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL NOT APPLY TO THOSE PRIVATE EASEMENTS GRATEDAND THE LIFT STATION EASEMENT SHOWN HEREON ARE ALSO SHOWN AND AS ESTABLISHED ON THE PLAT OF LTC RANCH WEST POD 6A PHASE 1, PUBLIC U I Y TO i PLAT BOOK 120, PAGES 1-18. OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION AND CITY CODE / CERTIFICATE OF OWNERSHIP AND DEDICATION: (CONTINUED) 6. THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1 FLORIDA STATUTES BY A PROFESSIONAL SURVEYOR AND MAPPER REQUIREMENTS. 1N THE EVENT THAT A LAW, STANDARD, CODE, OR CITY CODE REQUIREMENT, RELATING TO THE INSTALLATION AND MAINTENANCE OF EMPLOYED BY OR UNDER CONTRACT WITH THE CITY OF PORT ST. LUCIE. PUBLIC UTILITIES OR DRAINAGE FACILITIES, AS REFERENCED IN THIS PROVISION, CONFLICTS, THE MORE STRINGENT REQUIREMENT REGULATION ' PREVAILS. 9. THE CITY SHALL` HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO CONSTRUCT AND / MAINTAIN ANY PORTION OF�THE DRAINAGE SYSTEM WITHIN THESE WATER MANAGEMENT 7. THE LOCATIONS SHOWN HEREON, WITH A CONFIDENCE LEVEL OF 95%, MEET OR EXCEED A LINEAR ACCURACY OF 1 FOOT IN 7,500 FEET, FOR 3. THE NON-EXCLUSIVE DRAINAGE EASEMENTS (D.E.) AS SHOWN HEREON, ARE HEREBY GRANTED TO THE FOUR SEASONS AT WYLDER TRACTS (S.M.T. 4 AND S.M�T. 5), WATER MANAGEMENT EASEMENTS (W.M.E.), LAKE SUBURBAN PARCELS. NEIGHBORHOOD ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS, AS PRIVATE DRAINAGE EASEMENTS MAINTENANCE,EASEMENT�(L.M.E.), LAKE MAINTENANCE ACCESS EASEMENT (L.M.A.E.) AND FOR THE PURPOSE OF ACCESS TO AND THE INSTALLATION OF DRAINAGE FACILITIES, AND THEY ARE THE MAINTENANCE RESPONSIBILITIES OF SAID FOUR DRAINAGE/EASEMENTS (D.E.) WHICH IS ASSOCIATED WITH DRAINAGE FROM CITY 8. THE NORTH 1/4 CORNER OF SECTION 9, THE CENTER OF SECTION 9, THE EAST 1/4 CORNER OF SECTION 9, AND THE SOUTHEAST CORNER OF SECTION SEASONS AT WYLDER NEIGHBORHOOD ASSOCIATION, INC.. RIGHTS -OF -WAY. 9, TOWNSHIP 36S, RANGE 39E ARE LOST. SECTIONAL BOUNDARIES SHOWN HEREON ARE APPROXIMATE AND BASED ON LINEWORK DERIVED FROM / 1 NORTH POINTE PLAT NO. 1, PLAT BOOK42, PAGE 19, PUBLIC RECORDS ST LUCIE COUNTY, FLORIDA. / / E EASEMENT OVER AND ACROSS ROAD 4. THE OPEN SPACE TRACTS (0-4 THROUGH 0-8 AND 0-10) AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE FOUR SEASONS Al WYLDER 10. AN EMERGENCY INGRESS/EGRESS SS , NEIGHBORHOOD ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS, FOR OPEN SPACE PURPOSES RIGHT-OF-WAY TRACT R AS SHOWN HEREON IS,HEREBY GRANTED TO THE CITY FOR 1 INCLUDING DRAINAGE, AND THEY ARE THE MAINTENANCE RESPONSIBILITIES OF SAID FOUR SEASONS AT WYLDER NEIGHBORHOOD ASSOCIATION, INC.. EMERGENCY VEHICLE ACCESS OVER AND/ACROSS AS SHOWN AND NOTED HEREON AND SHALL BE THE MAINTENANCE RESPONSIBILITIES OF SAID FOUR SEASONS AT WYLDER 5. THE WATER MANAGEMENT TRACTS (S.M.T. 4 AND S.M.T. 5), SHOWN OR DESCRIBED ON THIS PLAT ARE DEDICATED TO THE LTC RANCH WEST NEIGHBORHOOD ASSOCIATION, INC., A" FLORIDA NOT FOR PROFIT CORPORATION, ITS RESIDENTIAL COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA SUCCESSORS AND ASSIGNS, WITHOUT RECOURSE TO THE CITY. THE CITY HAS THE RIGHT, STATUTES, ITS SUCCESSORS AND ASSIGNS, FOR OPEN SPACE PURPOSES INCLUDING DRAINAGE, AND THEY ARE THE MAINTENANCE RESPONSIBILITIES OF BUT NOT THE OBLATION TO MAINTAIN THE EMERGENCY INGRESS.EGRESS EASEMENT. SAID COMMUNITY DEVELOPMENT DISTRICT. IN WITNESS WHEREOF,/THE ABOVE NAMED DELAWARE LIMITED -LIABILITY COMPANY HAS 6. THE NON-EXCLUSIVE LAKE MAINTENANCE EASEMENTS (L.M.E.) AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE LTC RANCH WEST RESIDENTIAL CAUSED THESE_P_RESENTS TO BE SIGNED BY ITS VICE PRESIDENT THIS 2�•2 DAY OF COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, , 2025. ITS SUCCESSORS AND ASSIGNS AS LAKE MAINTENANCE EASEMENTS FOR THE PURPOSE OF ACCESS TO AND THE MAINTENANCE OF THE WATER / MANAGEMENT TRACTS, AND THEY ARE THE MAINTENANCE RESPONSIBILITIES OF SAID COMMUNITY DEVELOPMENT DISTRICT. MIDWAY GLADES DEVELOPERS, LLC, A DELAWARE LIMITED.LIABILITY COMPANY 7. THE CITY of PORT ST. LUCIE UTILITY EASEMENTS P.S.L.U.E. AS SHOWN HEREON ARE NON-EXCLUSIVE UTILITY EASEMENTS WHICH ARE HEREBY V �` ( ) it DESIGNEES, N WITNESS: BY: ' GRANTED TO THE CITY, ITS SUCCESSORS, AGENTS, EMPLOYEES, CONTRACTORS, DES G ES, AND ASSIGNS, TOGETHER WITH A GENERAL INGRESS/EGRESS EASEMENT OVER AND ACROSS ITS DRIVEWAYS PARKING COMMON OR OPEN AREAS FOR ACCESS TO OPERATION MODIFICATIONS R. AUSTIN BURR INSTALLATION OF OR MAINTENANCE OF, PUBLIC UTILITIES FACILITIES, INCLUDING BUT NOT LIMITED TO, WATER AND WASTEWATER LINES, APPURTENANT VICE PRESIDENT FACILITIES AND'EQUIPMENT. THERE SHALL BE NO OTHER PUBLIC OR PRIVATE UTILITY FACILITIES INSTALLED IN, ON, OVER, UNDER, OR ACROSS THE PRINT NAME: C7t�r��G�Min 5 EASEMENT AREA WITHOUT THE CITY'S WRITTEN PERMISSION. THERE SHALL BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED TO, LANDSCAPING CONSTRUCTED WITHIN THE BOUNDARIES OF THE EASEMENT AREA WHICH WOULD RESTRICT THE OPERATION AND MAINTENANCE OF, OR WITNESS: WHICH MAY IN ANY MANNER RESULT IN HARM TO, THE CITY'S FACILITIES. MIDWAY GLADES DEVELOPERS, LLC, ITS SUCCESSORS OR ASSIGNS, SHALL OWN, MAINTAIN, REPAIR, AND REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY EASEMENT, WHICH ARE NOT PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED OR DESTROYED BY THE CITY, ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS IN THE CONSTRUCTION, PRINT NAME: S�.Lo J OPERATION, MAINTENANCE OF, OR ACCESS TO, THE CITY'S FACILITIES. THE CITY, ITS SUCCESSORS OR ASSIGNS, SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY IMPROVEMENTS, WHICH ARE CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IF VIOLATING IMPROVEMENTS ARE NOT REMOVED UPON REQUEST, THE CITY, ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS WILL REMOVE SAID IMPROVEMENTS WITHOUT SURVEYOR'S CERTIFICATE: LIABILITY OR RESPONSIBILITY OR COST TO THE CITY. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENTS j EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY. STATE OF/FLORIDA/ ACKNOWLEDGEMENT: COUNTY OF B � VARD 8. A NON-EXCLUSIVE FLOWAGE EASEMENT IS HEREBY GRANTED TO THE CITY, ITS SUCCESSORS AND ASSIGNS, FOR STORM WATER MANAGEMENT AND COUNTY STORMWATER FLOWAGE OVER WATER MANAGEMENT TRACTS (S.M.T. 4 AND S.M.T. 5), OPEN SPACE TRACTS (0-4 THROUGH 0-8 AND 0-10), THE WATER STATE OF tOR=-�A THIS IS TO CERTIFY THAT THE PLAT AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE MANAGEMENT EASEMENTS (W.M.E.), WATER MANAGEMENT ACCESS EASEMENTS (W.M.A.E.) AND DRAINAGE EASEMENTS SHOWN ON THIS PLAT. THE CITY, COUNTY OF DIRECTION AND SUPERVISION AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT PERMANENT REFERENCE ITS SUCCESSORS OR ASSIGNS, SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY IMPROVEMENTS, WHICH ARE CONSTRUCTED IN VIOLATION OF MONUMENTS (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 THE CONDITIONS SET FORTH ABOVE. IF VIOLATING IMPROVEMENTS ARE NOT REMOVED UPON REQUEST, THE CITY, ITS SUCCESSORS OR ASSIGNS, THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF ) POSTED WITH THE CITY COUNCIL OF PORT ST. LUCIE FOR THE REQUIRED IMPROVEMENTS, AND FURTHER, THAT THE SURVEY DATA COMPLIES WITH ALL DESIGNEES OR CONTRACTORS WILL REMOVE SAID IMPROVEMENTS WITHOUT LIABILITY OR RESPONSIBILITY THEREFORE OR COST TO THE CITY. PHYSICAL PRESENCE OROF THE REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AS AMENDED, AND IN ACCORDANCE WITH THE SURVEYING STANDARDS CONTAINED WITHIN (� ONLINE NOTARIZATION, THIS 22"�bAY OF �, 2025, BY , R. AUSTIN BURR, VICE PRESIDENT, ON BEHALF OF MIDWAY GLADES DEVELO ERS, LLC, A CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS PURSUANT TO SECTION 472.027, DELAWARE LIMITED LIABILITY COMPANY, ON BEHALF OF THE LIMITED LIABILITY COMPANY, FLOR16A STATUTES, AND ORDINANCES OF THE CITY OF PORT ST. LUCIE, FLORIDA, THIS � DAY OF MAY , 2025. WHO IS KNOWN TO ME OR HAS PRODUCED AS IDENTIFICATION. WITNESS MY HAND AND OFFICIAL SEAL THIS '17-`DAY OFt� , 2025. �f a• 4 4 sjcGto $�21 Lo2"7 MICHAEL GOODNIGHT - — THIS INSTRUMENT PREPARED BY COMMISSION NO. EXPIRATION DATE OT PUBLt , TATE OF FLORIDA PROFESSIONAL SURVEYOR AND MAPPER NO. LS7245 MICHAEL GOODNIGHT, P.S.M. t , LS724S STATE OF FLORIDA. PRINT NAME: 1�C,,ti�.n�,i w, J�C�1p�15 GEOPOINT SURVEYING, INC. GEOPOINT SURVEYING, INC. (LICENSED BUSINESS NUMBER LB7768) l 44SO WEST EAU GALLIE BOULEVARD, SUITE 130 4450 WEST EAU GALLIE BOULEVARD, SUITE 130 MELBOURNE, FLORIDA 32934 MELBOURNE, FLORIDA 32934 CERTIFICATE OF AUTHORIZATION NO. LB7768 Notary Public State of Florida IIII MyBenjamin Meyers Xommissio; HH � 5610 Expires es 8/2 /202 PSLUSD PROJECT NO. 11-642-09 (CITY OF PORT ST. LUCIE PROJECT NO. P24-173 CLERK OF THE COURT - . SURVEYOR'S SEAL {Geo of nt - Surveying,.- nc. S28 NORTHLAKE BLVD, STE 1040 , AX:Z(813) 2�48 2266 ALTAMONTE SPRINGS, FLORIDA 32701 /WWW.GEOPOINTSURVEY.COM :.....,. PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 f i PLAT BK 135 PG 32 1 PLAT LTC RANCH WEST POD 6A PHASE Z SHEET 02 OF 06 PAGE 32_ 11 BOOK 1 BEING A REPLAT OF TRACT B2 AND TRACT C2 , LTC RANCH WEST POD 6A PHASE 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK I 120, PAGES 1-1 S, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 10, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA i FOUR SEASON S AT WYLDER NEIGHBORHOOD ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION: MORTGAGEE'S JOINDER AND CONSENT: TITLE CERTIFICATION: REOF,THE ABOVE NAMED UR�SEASONS AT WYLDER NEIGHBORHOOD ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER OF. A DEPOSIT RELEASE MORTGAGE, .UPON THE STATE OF FLORIDA IN WITNESSLLS CORPORATION`HEREBY ACCEPTS THE DEDICATIONS TO SAID ASSOCIATION AS STATED HEREON, AND HEREBY ACCEPTS ITS MAINTENANCE PROPERTY DESCRIBED HEREON AND DOES HEREBY JOIN IN AND CONSENT TO THE DEDICATION OF THE LAND COUNTY OF _},I I Q� OBLIGATIONS FOR SAME AS STATED HEREON HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS PRESIDENT.AND ITS COMPANY SEAL TO DESCRIBED IN SAID DEDICATION BY THE OWNER THEREOF AND AGREES THAT ITS DEPOSIT RELEASE MORTGAGE WHICH BE AFFIXED HERETO, THIS Z l -,DAY OFF M.I I y� ,2025. IS RECORDED IN OFFICIAL RECORDS BOOK 4998, AT PAGE 121 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, • THE UNDERSIGNED, DAN WIERZGACZ, OF CHICAGO TITLE INSURANCE COMPANY, A^T,�T}�E INSURANCE COMPANY DULY LICENSED IN THE —T FLORIDA, SHALL BE SUBORDINATED TO THE DEDICATION SHOWN HEREON. STATE OF FLORIDA, DOES HEREBY CERTIFY THAT, AS OF THE DAY OF ) L 2025. WYLDER NEIG FOUR SEASONS AT HBORHOOD ASSOCIATION, INC., A FLORIDA NOT FOR'PROFIT CORPORATION \ IN WITNESS WHEREOF, THE SAID COMPANY HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS AUTHORIZED • THE RECORD TITLE TO LAND AS DESCRIBED AND SHOWN HEREON IS IN THE NAME OF MIDWAY GLADES DEVELOPERS, LLC, A DELAWARE \✓�j 7 / / REPRESENTATIVE BY AND WITH THE AUTHORITY OF ITS BOARD OF DIRECTORS THIS as DAY OF LIMITED LIABILITY COMPANY, THE ENTITY EXECUTING THE DEDICATION. WITNESS: R. AUSTIN BURR • THERE ARE NO MORTGAGES OF RECORD ENCUMBERING THE LAND DESCRIBED HEREIN, EXCEPT THAT CERTAIN CONSTRUCTION PRESIDENT K. HOVNANIAN'S FOUR SEASONS AT WYLDER, LLC, A FLORIDA LIMITED LIABILITY COMPANY MORTGAGE AND FIXTURE FILING WHICH IS RECORDED IN OFFICIAL RECORDS BOOK 4920, AT PAGE 2974 OF THE PUBLIC RECORDS OF PRINT NAME: l&A M h Pe4tJI ST. LUCIE COUNTY, FLORIDA, AS AMENDED OR OTHERWISE MODIFIED FROM TIME TO TIME AND THE DEPOSIT RELEASE MORTGAGE WHICH IS RECORDED IN OFFICIAL RECORDS BOOK 4998, AT PAGE 121 OF THE PUBLIC RECORDS OF STD LUCIE COUNTY, FLORIDA, AS WITNESS: WITNESS: AMENDED OR OTHERWISE MODIFIED FROM TIME TO TIME. -- KEVIN BORkENH<GEN PRINT NAME: 71 �, L DIVISION PRESIDENT • PURSUANT TO FLORIDA STATUTE 197.192, ALL TAXES HAVE BEEN PAID THROUGH THE YEAR 2024. PRINT�NAME: /esyn �rC • NO CONFLICTING RIGHTS -OF -WAY, EASEMENTS OR PLATS ARE RECORDED, WHICH WOULD PROHIBIT THE CREATION OF THE WITNESS: SUBDIVISION DEPICTED BY THIS PLAT. PRINT NAME: ✓��N�F�ie�E.GS DATED T IS DAY OF / 11 �T 7 - - , 2025. ACKNOWLEDGEMENT: STATE OF FI-Rl"i. DAN WIERZGACZ, SR. COMMERCIAL TITLE EXAMINER COUNTY OF ?ALM BCACIA CHICAGO TITLE INSURANCE COMPANY THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF PHYSICAL PRESENCE OR ONLINE A KNOWLEDGEMENT: NOTARIZATION, THE -1 sk DAY OF , 2025, BY R. AUSTIN BURR- PRESIDENT, ON BEHALF OF FOUR SEASONS AT u.y WYLDER NEIGHBORHOOD ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION, WHO IS X PERSONALLY KNOWN TO ME OR . STATE OF. HAS PRODUCED I AS IDENTIFICATION. COUNTY OF'FNM %1 / / / CITY OF PORT ST. LUCIE APPROVAL OF PLAT: WITNESS MY HAND AND OFFICIAL SEAL THIS DAY OF mtXA.1 2025. THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF V PHYSICAL PRESENCE OR r STATE OF FLORIDA NF143561D $l2l /Z027 ONLINE NOTARIZATION, THE <R8 -,DAY OF N1,W 2025, BY KEVIN BORKENHAGEN, DIVISION PRESIDENT �N BEHALF,OF K. HOVNANIAN'SIF�OUR SEASONS AT WYLDER, LLC, A FLORIDA LIMITED LIABILITY COMPANY, COUNTY OF ST. LUCIE COMMISSION NO. &EXPIRATION DATE OT Y PUBLI ,STATE OF FLORIDA WHO IS PERSONALLY KNOWN'TO ME OR,HAS PRODUCED AS IDENTIFICATION. / / / / ` � / > IT IS HEREBY CERTIFIED THAT THIS PLAT OF LTC RANCH WEST POD 6A PHASE 2, HAS BEEN OFFICIALLY APPROVED, INCLUDING THE RELEASE WITNESS MY HAND AND OFFICIAL SEAL THIS, DAY OF Ma / 025. OF ALL PRIOR DEDICATIONS APPLICABLE TO THE LANDS BEING PLATTED HEREIN AND ALL DEDICATIONS TO THE TY OF PORT ST. LUCIE PRINT NAME: Notary Public State of Florida / � HEREIN RE ACCEPTED FOR RECORD BY THE CITY COUNCIL OF THE CITY OF PORT ST. LUCIE, FLORIDA, THIS_ DAY OF J an�� M tS 1 Y�20 I LQ/►� Z�f LIRA 4� , 2025. Benjamin Meyers 1111 My Commission MH 435614 ;a Expires 8/2v2o27 COMMISSION NO. &EXPIRATION DATE / NOTARY P IC, STATE OYldO. CITY OF PORT ST. LUCIE: \�'`IIIIIIIII��R��— PRINT NAME: ( Alaina Kavanuht SHANNON M. MART MORTGAGEE'S JOINDER AND CONSENT: -: sr ._ ALAiNAKAVANiGHT Notary v�hiK - state or Flo ATTEST: Commission N HH 520164 SALLY WALSH, CI CLERK ar n.bend'd th o;ENatires Apr Notary Assn THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER OF A CONSTRUCTION MORTGAGE AND FIXTURE FILING, UPON THE PROPERTY DESCRIBED HEREON AND DOES HEREBY JOIN IN AND CONSENT TO THE DEDICATION OF THE LAND DESCRIBED IN SAID \ DEDICATION BY THE OWNER THEREOF AND AGREES THAT ITS CONSTRUCTION MORTGAGE AND FIXTURE FILING WHICH IS RECORDED IN LTC RANCH WEST RESIDENTIAL COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITYf( OFFICIAL RECORDS BOOK 4920, AT PAGE 2974 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SHALL BE SUBORDINATED TO THE DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES: SH OWN OWN HEREON. H H l IN WITNESS WHEREOF, THE SAID COMPANY HAS CAUSED TH RESENTS TO BE SIGNED BY ITS AUTHORIZED REPRESENTATIVE BY AND TH E LTC RANCH WEST RESIDENTIAL COMMUNITY DEVELOPMENT DISTRICT -A COMMUNITY DEVELOPMENT DIS RIOT WITH THE AUTHORITY OF ITS BOARD OF DIRECTORS THIS DAY OF 2025. (THE "DISTRICT') ESTABLISHED IN ACCORDANCE WITH CHAPTER-190,�FLORIDA-STATUTES, ,ACTING FOR,/ITSELF/IN MATTERS RELATING TO CERTAIN INFRASTRUCTURE IMPROVEMENTS, HEREBY ACCEPTS THE DEDICATIONS AS/SET WESTERN ALLIANCE ANK, AN ARIZONA CORPORATION FORTH ON THE WITHIN PLAT SPECIFICALLY DEDICATED TO SAID DISTRICT, PROVIDED, HOWEVER, THAT ACCEPTANCE OF SUCH DEDICATION AND OF THE OBLIGATION TO OPERATE AND\MAINTAIN SUCH FACILITIES IS EXPRESSLY CONDITIONED UPON (1) COMPLETION OF CONSTRUCTION OF ALL WATER�MANAGEMENT SYSTEMS IMPROVEMENTS FOR THE PHASE OF WITNESS: � e U r SUCH SYSTEM IN WHICH THE DEDICATED TRACT AND EASEMENT ARELOCATED'IN STRICT COMPLIANCE WITH'BOTH THE STEVEN D. STREHLOW APPROVED PLANS FOR, AND (11) COMPLIANCE WITH ALL SURFACE WATER MANAGEMENT SYSTEMS AND TURNOVER VICE PRESIDENT REQUIREMENTS RELATING TO SUCH FACILITIES, AS SET FORTH -IN -THE POLICIES/AND PROCEDURES/MANUAL. THE DISTRICT DOES NOT ACCEPT ANY OTHER RIGHT-OF-WAY, EASEMENTS, TRACT, OR OTHER INTEREST IN REAL ESTATE PRINT NAME. OTHERWISE DEDICATE TO THE DISTRICT. ( / WITNESS: \ / CONSENTS TO PLATTING OF THE LANDS HEREIN DATED THIS 2 DAY OF HEREBY C , PRINT NAME: s )l0✓1 ai` h "yC(t I, � Y , 2025. ATTEST: THE LTC RANCH WEST RESIDENTIAL COMMUNITY DEVELOPMENT DISTRICT. IT SS: R. AUSTIN BURR, ACKNOWLEDGEMENT: CHAIRMAN PRINT NAME: i►1.�5 STATE OF KC 1 ZO COUNTY OFF WITNESS: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF PHYSICAL PRESENCE OR ONLINE PRINT NAME: ,5� N i NOTARIZATION, THIS �� DAY OF 2025 BY STEVEN D. STREHLOW, VICE PRESIDENT, ON BEHALF OF WESTERN ALLIANCE BANK, AN ARIZONA C RPORATION, WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED �M w k 1 I LeAI AS IDENTIFICATION. ACKNOWLEDGEMENT: WITNESS MY HAND AND OFFICIAL SEAL THIS I I*DAY a. , 2025. (OUDg U9 r/3 oZDoZJ� STATE OF FLOR=.t�' COUNTY OF PALM BEA.G-I COMMISSION NO. & EXPIFtATION DATE NOTARY PUBLIC, S ATE OF ARIZONA THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF PHYSICAL PRESENCE OR ONLINE NOTARIZATION, THE 21 s} DAY OF 2025, BY R. AUSTIN BURR, CHAIRMAN ON PRINT NAME: SQ,QU `71 ` BEHALF OF THE LTC RANCH WEST RESIDENTIAL COMMUNITY bEVELOPMENT DISTRICT, WHO IS _ C� PERSONALLY USA "Bat�TH KNOWN TO ME OR HAS PRODUCED AS IDENTIFICATION. PSLUSD PROJECT NO. 11-642-09 NOTARY PUBLIC - STATE OF AtII ? MAPoCOPACO' / I t ^O^°s"ev;as WITNESS MY HAND AND OFFICIAL SEAL THIS' DAY OF , 2025. CITY OF PORT ST. LUCIE PROJECT NO. P24-173 Um NSS611D 2%L202.7 COMMISSION NO. & EXPIRATION DATE NOT RY PUBLI , STATE OF icwzi'aA PRINT NAME: I.nIwNiA�IB+S Notary Public State of Florida A Benjamin Meyers IIII My Commission HH 435610 Expires 8/21/2027 Geo in Surve yin ,,1 c. 528 NORTHLAKE BLVD, STE 1040 / FAX,�813) 248:2266 ALTAMONTE SPRINGS, FLORIDA 32701 WWW.GEOPOINTSURVEY.COM PHONE: (321) 270-0440 �LICENSEDtUSINESS NUMBER LB 7768 CtI OP PSL PLAT BK 135 PG 33 1 I ' NORTHEAST CORNER OF SECTION 9-36-39 NORTH POINTE PLAT NO 1, PB 42, PG 19; LTC RANCH RESIDENTIAL PLAT 1, PS 58, PG 37; LTC RANCH WEST, PB 83, PG 17; LTC RANCH WEST PHASE 1, PB 111, PG 1; ',LTC RANCH WEST PHASE 2, PB 117, PG 10; LTC RANCHTWEST POD 6A PHASE 1, PB 120, PG 1 ' 'tC FIR 5/8 \ PLS4945 N8T00'58"E 153.65' f7R 518" PLS4 SCALE: 1" = 100' i Curve Data Table No. Radius Are A Bearing Chord C1 780.00' 26.33' 1'56'03" S2534'41"E 26.33' C2 775.00' 359.06' 2632'42" S13'16'21'E 355.65' C3 455.00' 27.75' 329'40" S01'44'50"E 27.75' C4 645.00' 298.83' 26732'42' N13'16'21"W 296.16' C5 910.00' 30.72' 1'56'03 N25'34'41 V30.72' C6 645.00' 1.78' 0'09'29" SOT 18'26"E 1.78' C8 745.00' 456.14' 35'04'50' N63'04'25"E 449.05' C11 795.00' 131.54' 9'28'49" S5T36'21"W 131.39' C12 145.00' 108.52' 4752'47" N26'56'14W 106.00' C13 275.00' 26.39' 5'29'51" NO2'44'55"W 26.38' C14 825.00' 198.59' 13'47'31" N06'53'45W 198.11' C15 25.00' 38.02' 87*08*01" N29'46'30'E 34.46' C16 25.00' 37.58' 86*07'18' N63'35'51'W 34.14' C17 825.00' 86.51' 6'00'30" N23'32'27"W 86.47' C18 730.00' 21.10' 1'39'23" N25'43'00"W 21.10' C274 730.00' 3.54' O'16'40" S2444'59"E 3.54' Line Data Table No. Bearing Length L1 N90'00'00"W 54.60' L2 S64 18'31 "W 82.73' L3 S09'23'10"E 20.05' L4 N78'15'28"E 21.79' L5 S5733'00"W 66.04' L6 N73'20'30"E 77.19' L7 N 16'35'54"W 50.00' L8 S73'20'30"W 78.13' LEGEND ! ABBREVIATIONS: C.C.R.--------- CERTIFIED CORNER RECORD D.E.---------- DRAINAGE EASEMENT I.Q.E.--------- IRRIGATION QUALITY EASEMENT LB ---------- LICENSED BUSINESS LTC RANCH WEST POD 6A PHASE 2 CCR /117016 BEING A REPLAT OF TRACT "132" AND TRACT "C2", LTC RANCH WEST POD 6A PHASE 1, ACCORDING TO THE I CORNER >7 NO FO FOUND PLAT THEREOF, RECORDED IN PLAT BOOK 120, PAGES 1-18, OF THE PUBLIC RECORDS OF ST. LUCIE OF SEC77oN 4, 727114INSH/P MS,COUNTY, FLORIDA, LYING IN SECTION 10, TOWNSHIP 36 SOUTH, RANGE 39 EAST, RANGE 3OE S51.43'22"W CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA 4 3 18.52' FIR 518" PLS4945 SOUTH LINE OF SECTION 3-36-39 - - N09M LINEof SECTION 9-3s-39 OVERALL KEY SHEET 9 14.14' _j 10 S5T21'25"W 40.17' WEST QUARTER -CORNER OF SECTION 9-36-39 SOUTH LINE OF NW 1/4 PLAT LIMITS-s CORNER LOST OF SECTION 10-36-39 z/ _ _ _ - _. - - - - - - - - - - - - - - - F / - NOT A PART OF THIS PLAT NORTH LINE OF SW 1 /4 F N I wo LTC RANCH WEST OF SECTION 15-36-39 w w z "' POD 5 PHASE 1 010, l z 0 PLAT BOOK 131, PAGES 20-32 ,,,�f ' 88 89 90 91 z a, I SEE DETAIL A y 3�•8 86 87 J/ (n 13 M n 0 00 N W N a 9 10 16 �5SOUTHIEAST CORNER I OF SECTION 9-36-39 CORNER LOST �gZ °L�C274 00 _� 1G,S� 77 6N To, 76 oo S\Gj / DETAIL A \\\ SCALE: 1'= 20' LS - ------ LICENSED SURVEYOR -� N.R.---------- NON -RADIAL LTC RANCH WEST N.T.---------- NON -TANGENT W POD 5 PHASE 1 O/A---------- OVERALL PLAT BOOK 131, PAGES 20-32 P.C.---------- POINT OF CURVATURE 115 P.I.---------- POINT OF INTERSECTION I L4N'R• P.T.---------- POINT OF TANGENCY P.R.C.--------- POINT OF TANGENCY P.S.L.U.E. -- -- PORT ST. LUCIE UTILITY EASEMENT R.P.- - - - - - - - - - RAbIUS POINT S.M.T.--------- STORMWATER MANAGEMENT TRACT SF----------- SQUARE FEET U.E.- - - - - - - - - - UTILITY EASEMENT W.M.A.E.- - - - - - - WATER MANAGEMENT ACCESS EASEMENT W.M.E.--------- WATER MANAGEMENT EASEMENT xx-xx-xx - - - - - - SECTION -TOWNSHIP -RANGE LO I - - - - - - - - - T CORNER OR CHANGE OF DIRECTION f- - - - - - - - - INDICATES (P.R.M.) PERMANENT REFERENCE MONUMENT 1/2" IRON ROD & CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED ®- - - - - - - - - INDICATES (P.C.P.) PERMANENT CONTROL POINT --- - - - - -- SET "PCP LB7768" ® T MAG NAIL & DISC, STAMPED "PRM LB7768" X X - - - - - - SECTION CORNER x X l NOT A PART OF THIS PLAT PRESERVATION TRACT 1 LTC RANCH WEST POD 6A PHASE 1 PLAT BOOK 120, PAGES 1-18 EAST BOUNDARY OF PRESERVATION TRACT 1 SHEET 03 OF 06 I PLAT 13,E BOOK NOT A PART OF THIS PLAT CENTER OF SECTION 9-36-39 I LTC RANCH WEST CORNER LOST POD 5 PHASE 1 PLAT BOOK 131, PAGES 20-32 w w 0 to LU G'e O I 95 8pr,.9a,0 o 0 96 p ?per '8d+, 0 z 97 O� F C w0 z0 98 N PAGE 33 NOT A PART OF THIS PLAT LTC RANCH WEST POD 5 PHASE 1 PLAT BOOK 131, PAGES 20-32 DETAIL B SHEET I TRACT /- O-7 If �, • ' V6`-PLAT LIMITS `J ~PLAT LIMITS T. TT _J� nRC 518 PRM L95591 TRACT ^123O 224 154 O-5 r V 1 N Z'rp• TRACT DETAIL 8 "� NOT A PART OF THIS PLAT 0-5 SCALE: V- 20' 2,25 ,� , 155 LTC RANCH WEST Rf G POD 5 PHASE 1 O 43 ; ; PLAT BOOK 131, PAGES 20-32 S86.13"58 226 ;' 156 121.06 NOT A PART OF, THIS PLAT ' LTC RANCH WEST POD 5 PHASE 1 , w , PLAT BOOK 131, PAGES 20-32 „ I '� " 157 227 ; ,' � � I 228 158 I .9, ueoPo int � Surveying', I c. 528 NORTHLAKE BLVD, STE 1040 FAX / (813) 248-2266 PSLUSD PROJECT NO. 11-642-09 ALTAMONTE SPRINGS, FLORIDA/32701�WWW:GEOPONTSURVEY.COM CITY OF PORT ST. LUCIE PROJECT NO. P24-173 PHONE: (321) 270-0440 LICENSED ENSED BUSINESS NUMBER LB 7768 i PLAT BK 135 PG 34 n 5 PRESERVATION TRACT 1 NOT A PART OF THIS PLAT LTC RANCH WEST POD 6A PHASE 1 PLAT BOOK 120, PAGES 1-18 69 4932 SF N8529'06"E 130.00 68 0 4932 SF N8632'48"E 130.00. c29 67 18.39' 18.39' 1 4731 SF N90'00'00'E 130.00' 7.00' P.S.L.U.E. 0 455066 SF SEE NOTE 5 Sri M N90'00'00"E 130.00' M b b ui $ 7.00 U.E. 0 0 0 65SEE NOTE 5 0- 5200 SF �N��---- ---'�' N90'00'00"E 130.00' 64 I� to 0 5850 SF j ,¢ * O N90'OO'OO'E 130.00' LTC RANCH WEST POD 6A PHASE 2 SHEET 06 OF 06 BEING A REPLAT OF TRACT "132" AND TRACT "C2", LTC RANCH WEST POD 6A PHASE 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 120, PAGES 1-18, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 10, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA SOUTH LINE OF NW 1/4 Rs1155A0' L-925.3i e=045'54'06' - - - - - OF SECTION 10-36-39 - - - - - - - - - - - - - -=N83'42' 7" C=900.76' - - - - - - - - - - - - - - - - NORTH LINE OF SW 1 /4 43 C44 C45 46 C47 y, T 1 OF SECTION 15-36-39 4 s ' ,, 20.00S NOT A PART OF THIS PLAT NOT A PART OF THIS PLAT x z z o o i W.M. 9 LTC RANCH WEST LTC RANCH WEST p• G 9 0 u 4 0 00 0 10• �o . D PHASE POD 5 PHASE 1 PLAT LIMITS % m o 89 m 90 91 + +r-1O.0p a $ 51 PLAT BOOK 31P,� S 20-32 PLAT BOOK 131, PAGES 20-32 50 7• 18' ? a; w 87 6779 SF a 6779 SF o W ^ + �`o CT - - 86 67 98 F 6779 SF 7 S ;., 6779 SF 74572SF + I "� ' 93 g -si e-F cr 1.0 94 n' O_ 10 10 LEGEND I ABBREVIATIONS: C.C.R.--------- CERTIFIED CORNER RECORD D.E.- - - - - - - - - - DRAINAGE EASEMENT I.Q.E.- - - - - - - - - IRRIGATION QUALITY EASEMENT LB - - - - - - - - - - LICENSED BUSINESS LS- - - - - - - - - - LICENSED SURVEYOR N.R.- - - - - - - - - - NON -RADIAL N.T.- - - - - - - - - - NON -TANGENT O/A- - - - - - - - - - OVERALL P.C-- - - - - - - - - - POINT OF CURVATURE P.I.- - - - - - - - - - POINT OF INTERSECTION P.T-- - - - - - - - - - POINT OF TANGENCY P.R.C.--------- POINT OF TANGENCY P.S.L.U.E- - - - - - - PORT ST. LUCIE UTILITY EASEMENT R.P.- - - - - - - - - - RADIUS POINT S.M.T-- - - - - - - - - STORMWATER MANAGEMENT TRACT SF----------- SQUARE FEET U.E-- - - - - - - - - - UTILITY EASEMENT W.M.A.E-- - - - - - - WATER MANAGEMENT ACCESS EASEMENT W.M.E.--------- WATER MANAGEMENT EASEMENT xx-xx-xx - - - - - - SECtION-TOWNSHIP-RANGE I - - - - - - - - - LOT CORNER OR CHANGE OF DIRECTION INDICATES (P.R.M.) PERMANENT REFERENCE MONU MENT 1/2" IRON ROD & CAP STAMPED "PRIM LB7768" UNLESS OTHERWISE NOTED - - - - - - - - - INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" -------- 0 - SET MAG NAIL & DISC, STAMPED "PRM LB7768" Mi 4tin- �-' R=250.00' LTC RANCF `' I L=480.58' d=1 f0'OB'24" POD 6A PH omalous of CB=S2724'57-W C w409.93' PLAT BOOK�120. F ] OI r ] OI ■ ■ ■ r ■ of ■ ZI ■ SEE SHEET 06 OF 06 ■ ■■f■■■■ff■ff■■f■MATCHLINE.�■ff■f■�■f - Curve Data Table No. Radius Are A Bearing Chord C1 780.00' 26.33' 1'56'03" S25'34'41"E 26.33' C2 775.00' 359.06' 26'32'42" S13'16'21 "E 355.85' C4 645.00' 298.83' 26'32'42" N13'16'21"W 296.16' C5 910.00' 30.72' 1'56'03" N2534'41 "W 30.72' C14 825.00' 198.59' 13'47'31" N06'53'45"W 198.11' C15 25.00' 38.02' 87-08'01" N29-46-30"E 34.46' C16 25.00' 37.58' 86*07'18" N63'35'51 "W 34.14' C17 825.00' 86.51' 6'00'30" N2332'27W 86.47' C18 730.00' 21.10' 1'39'23" N2543'00"W 21.10' C19 775.00' 0.47' U37'34" N26'13'55W 8.47' C20 775.00' 41.03' 3'02'00" N24 24'08"W 41.03' C21 775.00' 41.41' 3'03'42' N21'21'16W 41.41' C22 775.00' 41.41' 3'03'42" N18'17'34"W 41.41' C23 775.00' 41.41' 3'03'42' N15-13-52-W 41.41' C24 775.00' 41.41' 3'03'42" N12'10'10"W 41.41' C25 775.00' 41.41' 3'03'42' N09'06'27"W 41.41' C26 775.00' 41.41' 3'03'42" N06'02'45"W 41.41' C27 775.00' 41.41' 3'03'42" NO2'59'03"W 41.41' C28 775.00' 19.66' 1 1'27'12" N00'43'36"W 19.66' C29 645.00' 16.36' 1'27'12* N00'43'36"W 16.36' C30 645.00' 34.47' 3'03'42" NO759'03"W 34.46' C31 645.00' 34.47' 3'03'42" N06'02'45"W 34.46' C32 645.00' 34.47' 3'03'42" N09'06'27"W 34.46' C33 645.00' 34.47' 3'03'42" N1710'10"W 34.46' C34 645.00' 34.47' T03'42* N1513'52"W 34.46' C35 645.00' 34.47' 3'03'42" N 18' 17'34"W 34.46' C36 645.00' 34.47' 3'03'42" N21'21'16'W 34.46' Curve Data Table No. Radius Are A Bearing Chord C37 645.00' 35.46' 3'08'59" N24'27'37W 35.45' C38 645.00' 5.74' 0'30'36' N26'17'24'WF47.32' C39 1155.00' 47.32' 2.20'51 " S74'30'56"WC40 1155.00' 55.26' 2'44'28" S7T03'35"W C41 1155.00' 55.26' 244'28" S79'48'03"W 55.25' C42 1155.00' 55.26' 744'28" S8732'31'W 55.25' C43 1155.00' 55.26' 744'28" S85-16-59-W 55.25' C44 1155.00' 55.26' 744'28' S88'01'26"W 55.25' C45 1155.00' 55.26' 744'28" N89'14'06"W 55.25' C46 1155.00' 55.26' 2744'28" N86'29'38"W 55.25' C47 1155.00' 60.78' 3'00'55' N83'36'57W 60.77' C48 1155.00' 60.78' 3'00'55' N80'36'02"W 60.77' C49 1155.00' 55.26' 744*28" N7T43'21 "W 55.25' C50 1155.00' 55.26' 2'44'28" N74 58'53W 55.25' C51 1155.00' 55.26' 2'44'28" N7714'25"W 55.25' C52 1155.00' 55.26' 744'28" N69'29'58"W 55.25' C53 1155.00' 55.26' 744'28" N66'45'30"W 55.25' C54 1155.00' 43.34' 2709'00" N6418'46"W 43.34' C55 25.00' 37.44' 85'48'29" N7714'03"E 34.04' C56 1025.00' 9.41 0'31'34" N65'07'29"W 9.41' C57 1025.00' 49.04' 2'44'28" N66'45'30"W 49.03' C58 1025.00' 49.04' 744'28" N69'29'58"W 49.03' C59 1025.00' 49.04' 744'28" N7714'25"W 49.03' C60 1025.00' 49.04' 744'28" N74 58'53V 49.03' C61 1025.00' 49.04' 2'44'28" N7T43'21 "W 49.03' C62 1025.00' 53.94' 3'00'55" N80-36-02-W 53.93' C63 1025.00' 53.94' X00'55" N83'36'57"W 53.93' Curve Data Table No. Radius Are A Bearing Chord C64 1025.00' 49.04' 2'44'28" NBT29'38"W 49.03' C65 1025.00' 49.04' 2'44'28" N89' 14'06'W 49.03' C66 1025.00' 49.04' 244'28" S88'01'26"W 49.03' C67 1025.00' 49.04' 2*44*28" S85'16'59'W 49.03' C68 1025.00' 49.04' 744'28" S82'32'31'W 49.03' C69 1025.00' 49.04' 2-44'28" S79-48.03-W 49.03' C70 1025.00' 49.04' 2'44'28" S7T03'35"W 49.03' C71 1025.00' 42.00' 720'51 " S74'30'56"W 41.99' C77 25.00' 38.72' 8843'52" S15'02'07"E 34.96' C78 1025.00' 43.26' 725'05" N58-11-31 "W 43.25' C79 1025.00' 49.04' 744'28' N5536'45"W 49.03' C80 1025.00' 49.04' 2'44'28" N52'52'17"W 49.03' C81 1025.00' 49.04' 2'44'28" N5(r07*49'W 49.03' C82 1025.00' 49.04' 2-44'28" N4723'22'W 49.03' C83 1025.00' 49.04' 2'44'28" N44 38'54"W 49.03' C84 1025.00' 53.94' 3'00'55" N41'46'13"W 53.93' C85 1025.00' 53.94' 3'00'55" N38'45'18"W 53.93' C102 1155.00' 60.78' 3'00'55" N38'45'18"W 60.77' C103 1 1155.00' 60.78' 3*00*55" N41'46'13"W 60.77' C104 1155.00' 55.26' 744'28" N44 38'54W 55.25' C105 1155.00' 55.26' 744'28" N4723'22"W 55.25' C106 1155.00' 55.26' 744'28" N50'07'49"W 55.25' C107 1155.00' 55.26' 2'44'28" N5752'17W 55.25' C108 1155.00' 55.26' 744'28" N5536'45'W 55.25' C 109 1155.00' 76.07' 3'46'25" N5852' 11 "W 76.06' C171 975.00' 62.72' 3-41'09" N39.33-01 "W 62.71' C172 975.00' 62.72' 3-41'09" N43-14-10-W 62.71' ON, ss Cam- 'o0. 1V%7J L/ Gow // GI�JQL.%7w los%mm/ fflifffff■■■SEE SHEET 05OF06 usages MATCH LINE - mosamonjol Curve Data Table No. Radius Are A Bearing Cliord C173 975.00' 57.02' X21'03" N4T45'17-W /57.01' C174 975.00' 57.02' 3'21'03" N50'06'20"W 57.01' C175 975.00' 57.02' 3'21'03" N53'27'23"WI 57.01' C176 975.00' 57.02' 3'21'03" N5648'26"W 57.01' C177 975.00' 57.02' 3'21'03" N60'09�29"W \57.01' C178 975.00' 68.43' 4'01'16" N63'50'39 W 68:42' C179 975.00' 68.43' 4 01'16" N6751'55"Wl 68.42;'�- C180 975.00' 68.43' 4!01'16" N71'53'12"W 68.42' C181 975.00' 68.43' 4!01'16" N7554'28W 68.42' C182 975.00' 74.13' 4'21'23" N80'05'48W 74.11' C183 975.00' 74.13' 421'23" NBV27'11"W 74.11' C184 975.00' 68.43' 4!01'16" N8838'30"W 68.42' C185 975.00' 68.43' 4!01'16" SST20'1YIN 68.42' C186 975.00' 68.43' 4!01'16" S83'18'57"W 68.42' C187 975.00' 68.43' 4'01'16" S79'17'40"W 68.42' C188 975.00' 67.08' 3'56'32" S75'18'46"W 67.07' C190 845.00' 58.14' T56'32" S75'18'46"W 58.13' C191 845.00' 59.31' 4!01'16" S79'17'40"W 59.29' C192 845.00' 59.31' 1 4!01'16" S83'18'57"W 59.29' C193 845.00' 59.31' 4 01'16" S87'20'13"W 59.29' C194 845.00' 59.31' 4!01'16" N88'38'30"W 59.29' C195 845.00' 64.25' 4 21'23" N84 27'11 V 64.23' C196 845.00' 64.25' 4'21'23" N80'05'48"W 64.23' C197 845.00' 59.31' 4 01'16" N75'54'28"W 59.29' C198 845.00' 59.31' 4!01'16" N71'53'12"W 59.29' C199 845.00' 59.31' 4O1'16" 146T51'550W 59.29' C200 845.00' 59.31' 401'16" N6T50'39"W 59.29' i v+ F +� 01p '4 cP S• �Iro 1 _ �,50• Qsr�`�Sss� I Curve Data Table No. Radius Are I �e Bearing Chord C201 845.00' 49.42/ 3'21'03" N6909-29-W 49.41' C202 845.00' 49.4i- ,3'21'03" N56'48'26"W 49.41' C203 845.00' 49.42' 3'21'03" N53'27'23W 49.41' C204 845.00' 49.42' 3'21'03" N5(706'20"W 49.41' C205 845.00' 49.42' 3'21'03" N46'45'171W 49.41' C206 845.00' 54.36' 3'41,'09" N43'14'10 W ,54.35- C207 �845.00'� 54.36' 3'41'09" N39'33'01'1N 54 35' C211 825.00'/ 57.12' 3'58'02" N11'48'30"W \57.11'\ _C212- -825.00' 58.58' 4 O,4'07- N07-47-25-W 58.57' C213 825.00' 58.58' 4 04'07" N0343'18W 58.57' C214 825.00' 24!30' /1'41'14" N00'50'37"W 24.30' C215 955.00' 235.14' 14-06.26- N07-03'13"W /234.54V C216 955.00' 105�47' 6',19'39" N10'56'12"W 105.41' C217 955.00' 129.56� T46.23_" NOX53.11"W 129.46' C218 955.00' 28.12' �1 41'14" NOO'50'37"W, �28.12' C219 955.00' 67.82' 404'07'- NO3-43'18"W 67.80' C220 955.00' 67.82' 4 04'07" NOT47.25-W 67.80" C221 955.00' 71.38' 4 16'57" N11'57'58"W 71 r36' C222 1155.00' 50.02' T28'52" N61'59'50"W �50.01' C252 975.00' 94.60' 533'33" NOT46'47"Wi 94.56, C253 25.00' 34.43' 78'54'03" S33'53'29"W 31;77' C258 270.00' 482.34' 10721'21" S31'18'29"W �42'0.71' C272 1155.00' 25.01' 1'14'27" N6237'03-,W/ 25.01' C273 1155.00' 25.01' 1'14'25" N61'22'37"W 25.00' C274 730.00' 3.54' 0' 16'40" S24'44'59"E 3.54' C290 19.00' 28.54' 86'02'58" S63'38'O1 "E 25.93' C291 12.00' 18.02' 86'02'58" S63'38'01 "E 16.38' Line Data Table I No. Bearing Length L6 N73'20'30"E 77.19' L7 N 16'35'54' W 50.00' L8 S7Y20'30"W 78.13' L9 N25'20'46W 7.09' L10 N57*38'38"E 5.11' L14 S16'35'54"E 75.67' L15 S73'24'06"W 45.00' L16 N16'37'37"W 75.63' L17 N 16'39'30"W 20.00' L19 N0730'50"W 20.00' L22 N29'19'49"E 106.65' L23 N29'19'49"E 155.05' L24 N29'19'49"E 105.26' L27 N 16'39'30'W 25.00' L37 N69'23'28"E 7.00' L38 S1639'30"E 7.00' 263 Z 1 a: RAC 5 M/ DETAIL C SCALE: V- 20' ,V,- . YX 020 C27 Z� ti�� t� • QP Sao• � 0ooy�32�M� �6 OG�,a a ClO 76 R1oY / �600/ DETAIL D / SCALE: 1'- 20' X�77 �� o. � 9591 SF G L10(T1E LINE) \ L37(TIE LINE) 1 L38(T1E LINE) N CG `� C291` � � •00' TRACT R 5y \ (TIE UNE)L9 DETAIL E SCALE: 1'= 20' 1 60----�, 0 30 60 1 120 \SCALE: 1" = 60' PSLUSD PROJECT NO. 11-642-09 r'.ITY nF PC)PT ST. LUCIE PROJECT NO. P24-173 rAi / /V N"""- �o oint Nurve,, in , In�. 528 NORTHLAKE BLVD, STE 1040 / FAX: (813)-24�-2266 ALTAMONTE SPRINGS, FLORIDA 32701 /W'M.GEOPOIN'TSURVEY.COM PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 � I PLAT BK 135 PG 35 N LTC RANCH WEST POD 6A PHASE 2 BEING A REPLAT OF TRACT "132" AND TRACT "C2", LTC RANCH WEST POD 6A PHASE 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 120, PAGES 1-18, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 10, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA NOT A PART OF THIS PLAT LTC RANCH WEST �+ POD 5 PHASE 1 PLAT BOOK 131. PAGES 20-32 Line Data Table No. Bearing Length L3 S09'23'10"E 20.05' L4 N78'15'28"E 21.79' L11 S09'23'10"E 20.05' L12 N09'23'1O"W 20.05' L13' 'N09'23'10"W 20.05' -L18 N8T25'08"E 22.82' L21 N5754'22*4Y 20.00' L25 S18'02'50"E, 7.08' L26 S09'23'10"E 7.00' JIoNLC: i =J MATCH LINE - SEE SHEET 04 OF 06 ■ f ■ ■ ■ ■ ■ f ■ ■ f ■ ■ mango ■■■ sop ■■■■ ■ R `275. DO L=422.98' d=088'0T40� - 20.00'/ ■ CB=N53'27'00V C=382:50' ■ `♦ D ■ ■ ;,do - - -i ()a NOT A PART OF THIS PLAT PLAT LIMITS AMENITY CENTER TRACT �= ■ LTC RANCH WEST 5p.00' +Z ; POD 6A PHASE 1 P.c. mPLAT BOOK 120, PAGES 1-18 O m ■ 292 to ■ N 6500 S m■ /LA � ill■ / w. f 1-1 - Ln rn ■ / 'Lod/ / / __ -_- _ 1-#--- -"-- O �5 ■ / ul ■---'" _ -- -"-- pLAT (50.00' r pLAT uM1< r THIS .50.00'- - NoT APART OP ST 43. - �0.0o' - - T ' - - P ' 0 - 36 p.00, LpOD ■�50-00'- ■ 6p' QA�t~s 1 _18 N$0 - - •50.p0 --- o- I L4 120' ■ PIAT g00K r 5p.00' ZQ N w f P .C. _ - .50.00 _ 3 _ 4 - 2D0• 08 I� LEGEND 1 ABBREVIATIONS: C.C.R. CERTIFIED CORNER RECORD D.E.- - - - - - - - - - DRAINAGE EASEMENT I.Q.E.- - - - - - - - - IRRIGATION QUALITY EASEMENT LB - - - - - - - - - - LICENSED BUSINESS LS- - - - - - - - - - LICENSED SURVEYOR N.R.---------- NON -RADIAL N.T.- - - - - - - - - - NON -TANGENT O/A- - - - - - - - - - OVERALL P.C.- - - - - - - - - - POINT OF CURVATURE P.I.---------- POINT OF INTERSECTION P.T.---------- POINT OF TANGENCY P.R.C.--------- POINT OF TANGENCY P.S.L.U.E. ------ PORT ST. LUCIE UTILITY EASEMENT R.P.-------- RADIUS POINT S.M.T.--------- STORMWATER MANAGEMENT TRACT SF--- ------ SQUARE FEET U.E.---------- UTILITY EASEMENT W.M.A.E.------- WATER MANAGEMENT ACCESS EASEMENT W.M.E.--------- WATER MANAGEMENT EASEMENT xx-xx-xx ------ SECTION -TOWNSHIP -RANGE 1--------- LOT CORNER OR CHANGE OF DIRECTION f--------- INDICATES (P.R.M.) PERMANENT REFERENCE MONUMENT 1/2" IRON ROD & CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED ®--------- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" 0--------- SET MAG NAIL & DISC, STAMPED "PRM LB7768" f0.465 ACRES 0.23'-' TRACT \ "A-2" SCALE: V- 5' TRACT 1.74 p0� �' ✓ `CAS L.0 E. �r S /�- - ` 130 9455 SF N \ ► DETAIL F SCALE: 1'= 20' Line Data Table No. Bearing Length L29 N63'45'01 "W 21.20' L30 N63'45'01 "W 21.20' L31 N64'37'49'E 5.12' L32 N76'58'16"E 7.00' L33 N80'23'32"E 7.08' L34 N71'47'41 "E 7.00' L35 S 13'42' 19"E 7.00' L36 S00'18'09"E 5.14' 134 \ /135 3.54, TRACT ! \ S.M.T. 4 / SCALE: l'- 5' TRACT 13 (FUTURE DEVELOPMENT) NOT A PART OF THIS PLAT LTC RANCH WEST POD 5 PHASE 1 PLAT BOOK 131, PAGES 20-32 .` A% ` 113 \gill SF --ac-�3-A r-• c'��9� C3 �� TRACT R i DETAIL G SCALE: 1'= 20' TRACT O-5 f0.465 ACRES PLAT LIMIT 6779 SF ,,,-j PLAT LIMITS O 6779 SF ko'� cr 109 a �Ncm 6779 SF .y0�° s �+ 5� 0��\ r'a►� $�� . $� n \� �3 TRACT 12 �� ,� ��. 6d5 a �• (FUTURE DEVELOPMENT) 110 �♦ ` �L `4e� ` 6779 SF 0 �` `res n 0- r.0�� \ \ N O, 6779 SF N 'P N3° s 284 ��` �'� �� •28"� 6, NOT A PART OF THIS PLAT 9485 SF $• $ N662 p' 12 LTC RANCH WEST 36 o` POD 5 PHASE 1 02' � � �� <t+ 6779 SF 71 • 'ate o, �, �_ ,� a° PLAT BOOK 131, PAGES 20-32 TRACT 0-7 t0.176 ACRES 124 .00 s( °�� i ?500•? �` �� 121 SSA, 7540 SFSp 5��, Nss.r 7043 SF �� o• A h a, 122 �SSS, 123 7036 SF 1 Y PLAT LIMITS 7998 SF C145 i s' f TRACT 0-5 8?. `f0.465 ACRES ,5� �C>� TRACT 13 (FUTURE DEVELOPMENT) w S° OS 'R50.00. r r Q S>' ri G NOT A PART OF THIS PLAT o°, �E R LTC RANCH WEST POD 5 PHASE 1 PLAT BOOK 131, PAGES 20-32 121.06 N.R. _--, C143� P.S.L.U.E. I I TRACT I IC286 C287 N, ^ `. I TRACT \8y� ^ 'c �' I 0-5 `_s I aF t JW L 121.06' SCALE: V- 20' JSCALE: 1'= 20' SHEET 05 OF 06 PLAT BOOK Curve Data Table No. Radius Are d Bearing Chord C6 645.00' 1.78' V09'29" S09'18'26"E 1.78' C86 1025.00' 49.04' 744'28" N35'5237"W 49.03' C87 1025.00' 49.04' 27'44'28" N33'08'09"W 49.03' C88 1025.00' 49.04' 2'4428" N30'23'41 "W 49.03' C89 1025.00' 49.04' 2'44'28' N2T39'l3"W 49.03' C90 1025.00' 49.04' 2'44'28" N24'54'46'W 49.03' C91 1025.00' 49.04' 744'28" N271O'18'IN 49.03' C92 1025.00' 45.3B' 732'12" N1931'58"W 45.38' C93 25.00' 37.17' 85'11'33" S6751'39"E 33.84' C94 275.00' 108.42' 2T35'l7" N65'14'56"E 107.71' C95 1155.00' 63.88' 3'10'08" N19*13'00'W 63.87' C96 1155.00' 55.26' 2744'28" N2TlO'l8'W 55.25' C97 1155.00' 55.26' 744'28" N24'54'46W 55.25' C98 1155.00' 55.26' 744'28" N2T39'13"W 55.25' C99 1155.00' 55.26' 744'28" N3723'41 "W 55.25' C100 1155.00' 55.26' 744'28" N33'O8'09'W 55.25' C101 1155.00' 55.26' 744'28" N3552'37"W 55.25' C110 1155.00' 26.32' 1'18'20" N16'58'46W 26.32' C 111 1155.00' 26.28' 1' 18' 14' N 15'40'29"W 26.28' C112 1155.00' 90.72' 4'30'01' N12'46'22"W 90.69' C113 1155.00' 22.91 1'08'l1" N09'57'16"W 22.91' C114 645.00' 9.34' O'49'46" N08'48'48"W 9.34' C115 645.00' 60.25' 5'21'07" N05'43'21 "W 60.23' C116 645.00' 60.25' 5'21'07" N00'22'14"W 60.23' C117 j 645.00' 60.25' 5'21'07" N04-58-53"E 60.23' C118 645.00' 60.25' 5'21'07" N10'20'01'E 60.23' C119 645.00' 60.25' 5'21'07" N15*41'08"E 60.23' C120 645.00' 60.25' Y21'07" N21'02'l5"E 60.23' C121 645.00' 54.05' 4'48'05' N26'06'51 "E 54.03' C122 283.54' 269.94' 54 32'48" N20'17'23"E 259.86' C123 283.54' 6.56' 1'I9'34" N48'13'33'E 6.56' C124 283.54' 111.39' 2730'33" N60'08'37'E 110.68' C125 325.00' 107.01' 18'51'52" N66'31'02"E 106.52' •C126 25.00' 38.73' 88'45'09" S31'34'23W 34.97' C127 1025.00' 61.13' 3'25'01' N11'05'41"W 61.12' C128. 1025.00% 40.80' 2'16'500 N11'39'46 W 40.79' C129 1025.00' 20.33' 1'08'11' N09'57'16"W 20.33' C131 515.60' 8.88' 0.59'15" N08'53'32"W 8.88' C132 515.00' 48.111' 5'21'07" N05'43'21 "W 48.09' C133 515.00'I 48.1ill ' 5'21'07' N00'22.14"W 48.09' C134 515.00�_ 48.1f1' 5'21'07" N04'58'53E 48.09' C135 515.00' 48!11' S'21'07" N10'20'01"E 48.09' C136 515.00' 48.11' 5'21'07" N15'41'08"E 48.09' C137 515.00' 48.11' 5'21'07" N21'02'15"E 48.09' C138 515.00' 48.11' ' �5'21'07"� -N2_6'23'23"E 48.09' / ,C139" 515.00' 15.68' 1'44'41" N29'56,17"E 15.68' C140 j25.00' �29.12' 6643'49" S0733'17"E 27.50' - -C141 50.00'/ 222.02" 254 25'07" S88'42'38"EN 79.64' C142 50.00, 149'54' 171'21'46" N49'45`41 "E 199.72' C143 50.00' 72.48' 83'03'21" S0301j45'E 166.30' C145 465!00' �22.22- 744'15' N37'07'48"E� 22.22' C146 465.'00' 67.42' Kl8'27" N3136'26"E 67.36' C147 465.00� 70:78' 8'43'15" �'N23'0536'E 70.71,E C140 465.00' � �,70.78'� -8'43'15" N14!212l'E 70:71' C149 465.00' 67i42, 8'18'27'_ .14105*51'30"E j67.36',, C150 465.00' 67.41' 8'18'21" NOT26'54"W� 67.35' C151 465.00' 22.60' 747'O6" NOT59'37"W 22.60' PSLUSD PROJECT O. 1'1-64' CITY OF PORT ST. LUC,IE\PR �35 PAGES 3'S SCALE: 1" = 60' Curve Data Table i No. Radius Are d Bearing Chord C152 975.00' 63.08' T42'250 N1114'23"W 63.07' C153 975.00' 12.74' O'44'56" N09'45'38"W 12.74' C154 975.00' 50.34' 2'57'29" N11'36'51'W 50.33' C155 25.00' 37.65' 86'l7'35" N56'14'23"W 34.19' C156 1000.00' 111.65' 6'23'50" N1735'05"W 111.60' C157 1155.00' 52.60' 736'34' N16'19'39"W 52.60' C158 335.00' 296.26' 50'40'11" N1T44'O1"E 286.70' C159 335.00' 48.57' 8'18'27" N39'54'53"E 48.53' C160 335.00' 48.57' 8'l8'27' N31'36'26"E 48.53' C161 335.00' 50.99' 8.43" 5" N23'05'36"E 50.94' C162 335.00' 50.99' 8'43'l50 N14'22'21"E 50.94' C163 335.00' 48.57' 8'l8'27' N05'51'30"E 48.53' C164 335.00' 48.56' 8'18'21' N0726'54W 48.52' C165 25.00' 43.54' 99'46'59" N30'43'20"E 38.24' C167 975.00' 103.38' 6'04'30" N2712'24'W 103.33' C168 975.00' 98.04' 5'45'41' N28'07'29"W 98.00' C169 975.00' 57.02' 3'21'03' N32'40'52W 57.01' C170 975.00' 57.02' T21'03* N36'01'55"W 57.01' C189 845.00' 1163.53' 78'53'37" N6712'41"W 1073.76' C208 845.00' 49.42' 3'21'03' N36'01'55"W 49.41' C209 845.00' 49.42' 3'21'03' N3T40'52"W 49.41' C210 845.00' 47.80' X14'27" N29'23'06"W 47.79' C225 300.00' 130.99' 25'01'00" N68'06'20"E 129.95' C255 20.00' 39.23' 11722'26" N24'2537"E 33.23' C256 20.00' 28.87' B742'17" S58'02'02"E 26.43' C262 335.00' 56.43' 9'39'04" N01'4632"W 56.36' C263 335.00' 199.05' 34*02*38" N2TO4'19"E 196.13' C264 335.DO' 40.78' 6'58'29" N4T34'520E 40.76' C265 40.00' 69.39' 99'23'24" N86'47+20"E 61.01' C266 40.00' 100.79' 144'21'51" S08'25'54"W 76.16' C267 40.00. 71.51' 10272510" N4T10'05"W 62.36' C268 315.00' 187.15' 34'02'31" N20'04'15"E 184.41' C269 20.00' 34.69' 99'23'24" N86-47-20-E 30.50' C270 20.00' 50.39' 144 21'51 " S08'2554'W 38.08' C271 20.00' 35.76' 10726'10" N48'l0'05"W 31.18' C276 20.00' 7.06' 20'14'03' N53'38'00'W 7.03' C277 645.00' 424.89' 3T44'35' N09'38'36"E 417.25' C284 64.00' 16.39' 14'40'28" S49'00'22"E 16.35' C285 57.00' 18.43' 18*31'29" S5735'29"E 18.35' C286 508.00' 2.00' O'13'33* N45'30'59"E 2.00' C287 515.00. 2.00' 0'13'22" N44'43055"E 2.00' C292 12.00' 18.09' 86'21'26" N56'l2'27'W 16.42' C293 19.00' 28.64' 86'21'26" N56'12'27"W 26.00' C294 19.00, 28.35' 85'30'00" S60'57`19"E 25.79' C295 12.00' 17.91' 1 85'30'00" S60-57-19"E 1 16.29' P247173 1• 'w \-,eo oint Survey, g, I . 528 NORTHLAKE BLVD, STE 1040 / FAX: (813)'�48-2266 ALTAMONTE SPRINGS, FLORIDA 32701XWWW.GEOPOINTSURVEY.COM PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 PLAT BK 135 PG 36 NOT A PART OF THIS PLAT PRESERVATION TRACT 1 LTC RANCH WEST POD 6A PHASE I PLAT BOOK 120, PAGES 1-18 i LEGEND / ABBREVIATIONS: C.C.R.--------- CERTIFIED CORNER RECORD D.E.---------- DRAINAGE EASEMENT I.Q.E.--------- IRRIGATION QUALITY EASEMENT LB ---------- LICENSED BUSINESS LS---------- LICENSED SURVEYOR N.R.---------- NON -RADIAL N.T.---------- NON -TANGENT O/A---------- OVERALL P.C.---------- POINT OF CURVATURE P.I.---------- POINT OF INTERSECTION P.T.---------- POINT OF TANGENCY P.R.C.--------- POINT OF TANGENCY P.S.L.U.E. ------ PORT ST. LUCIE UTILITY EASEMENT R.P.---------- RADIUS POINT S.M.T.--------- STORMWATER MANAGEMENT TRACT SF----------- SQUARE FEET U.E.---------- UTILITY EASEMENT W.M.A.E.------- WATER MANAGEMENT ACCESS EASEMENT W.M.E.--------- WATER MANAGEMENT EASEMENT xx-xx-xx ------ SECTION -TOWNSHIP -RANGE I --------- LOT CORNER OR CHANGE OF DIRECTION -f--------- INDICATES (P.R.M.) PERMANENT REFERENCE MONUMENT 1/2" IRON ROD & CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED ®--------- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" ®--------- SET MAG NAIL & DISC, STAMPED "PRM LB7768" i i LTC RANCH WEST POD 6A PHASE 2 1 BEING A REPEAT OF TRACT "132" AND TRACT "C2", LTC RANCH WEST POD 6A PHASE I ,ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 120, PAGES I-180 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 10, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA NOT A PART OF THIS PLAT 247 F LTC RANCH WEST ,- POD 6A PHASE I PLAT BOOK 120, PAGES 1-18 / 222 223 15 " ' ' PL 224 ' 154 MATCH LINE - SEE SHEET 04O■!6■■■■■!■■■■!!■!■!■•■■■■■ �• ■ i i 0 0� ■ d o, rN V ■ v ry � ■ n PLAT LIMITS .N NOT A PART OF THIS PLAT m �. AMENITY CENTER TRACT ■ . co ;r LTC RANCH WEST * m POD 6A PHASE 1 ■ Q PLAT BOOK 120, PAGES 1-18 F m O N ■�, NV icn cn K ■O t1r ■ o 00: ■ ' ■ 60 ,293 p. - ex 00 `�0 i41 ru" UH rruxon I PLAT BOOK 120, PACES 1-18 �RAA/CCT "A-2" SCALE: 1'- 5' -L�TRACT 0-5 f0.465 ACRES S82000'19'W 200.08' \ SHEET 06 OF 06 PLAT BOOK- k� Line Data Table No. Bearing Length L1 N90'00'00"W 54.60' L2 S64'18'31 "W 82.73' L14 N44 28'00"W 16.75' L20 N45'27'51 "E 19.09' L28 S44'37'49'E 1 8.90' PAVE 3 Pow M SCALE: 1 .1 Curve Data Table I No. Radius Are d Bearing Chord C3 455.00' 27.75' 3'29'40" S01'44'50"E 27.75' C8 745.00' 456.14' 35'04'50" N63'04'25"E 449.05' C11 795.00' 131.54' 9'28'49" S57'36'21 "W 131.39' C12 145.00' 108.52' 4T52'47' N26'56'14"W 106.00' C13 275.00' 26.39' 5'29'51" N0744'55W 26.38' C228 795.00' 54.65' 3'56'20" S54'50'07"W 54.64' C229 795.00' 76.89' 5'32'28" S59'34'31 "W 76.06' C230 925.00' 178.83' 11*04*36" S5648'27"W 178.55' C231 925.00' 89.37' 5'32'08" S54'02'13`W 89.33' C232 925.00' 89.46' 5'32'28" S59'34'31 "W 89.42' C233 615.00' 376.55' 35'04'50" S63'04'25"W 370.69' C234 615.00' 22.26' 704'26" S79'34'37"W 22.26' C235 615.00' 49.21' 4'35'03" S76'14'52"W 49.19' C236 615.00' 49.21' 4 35'03" S71'39'48"W 49.19' C237 615.00' 49.21' 44 35'03" S6T04'45"W 49.19' C238 615.00' 54.12' 5'02'32" S62'15'57"W 54.11' C239 615.00' 54.13' 5'02'34" S5713'24"W 54.11' C240 615.00' 49.21' 4'35'03" S52'24'35W 49.19' C241 615.00' 49.21' 4 35'03" S47'49'32"W 49.19' C242 745.00' 59.61 4 35'03" S47'49'32"W 59.59' C243 745.00' 59.61' V35'03" S52'24'35"W 59.59' C244 745.00' 65.57' 5'02'34" S57'13'24"W 65.55' C245 745.00' 65.56' 5'02'32" S6715'57"W 65.54' C246 745.00' 59.61' 4 35'03" S6r04'45"W 59.59' C247 745.00' 59.61' 4 35'03" S71'39'48"W 59.59' C248 745.00' 59.61' 4 35'03" S76'14'52"W 59.59' C249 745.00' 26.97' 2'04'26" S79'34'37"W 26.97' C250 145.00' 13.91' 5'29'51" S02'44'55"E 1 S.91' C251 125.00' 97.37' 44'37'49" S2718'54"E 94.92' C258 270.00' 482.34' 102'21'21 a S31'18'29"W 420.71' C259 20.00' 27.92' 79'59'57" N2TO7'46"E 25.71' C260 945.00' 112.91' 6'50'45" S56'42'22"W 11'2.84' C261 20.05' 29.72' 84'54'39" S87'08'38"E 27.07' C278 145.00' 122.43' 48'22'38" S24'11'19"E 118.83' PSLUSD PROJECT NO. 11-642-09 CITY OF PORT ST. LUCIE PROJECT NO. P24-173 GeoPint... I. 'Ileing, Inc. 528 NORTHLAKE BLVD, STE 1041 / FAX (813) 248-2266 ALTAMONTE SPRINGS, FLORIDAW701�WUWV.GEOPOINTSURVEY.COM PHONE: (321) 270-0440 LICENSED ENSED BUSINESS NUMBER LB 7768