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132 24-33 LTC Ranch West Pod 2 Phase 1 and 2
CFN # 5470869 PLAT BOOK 132 PAGE 24,, Recorded 04/23/2025 11:32:59 AM SAINT LUCIE COUNTY Deputy Clerk PINEDAJ a � 3a LTC RANCH WEST POD 2 PHASES I AND 2 SHEET PLAT OF 10 PAGE c') i BEING A REt'LAT OF TRACT " I ", LTC RANCH WEST POD S PHASE 1, ACCORDING TO THE PLAT THEREOF, BOOK RECORDED IN PLAT BOOK 131, PAGES 20 THROUGH 32, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTIONS 9 AND I 0 TOWNSHIP 36 SOUTH RANGE 39 EAST CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA INSTR # 5470869 P BK 132 Pages 24 - 33 RECORDED 04/23/2025 11:32:59 AM SAINT LUCIE COUNTY i j DEPUTY CLERK PINEDAJ LEGAL DESCRIPTION: /L RANCH T POD 5 PHASE 1 ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 131 PAGES 20 THROUGH A REPEAT OF TRACT 1, LTC R NC WEST � , 32, OF THE PUBLIC RECORDS OF ST. LUCIE/COUNTY, FLORIDA, LYING IN SECTIONS 9 AND 10, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST`LUC E COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 9NRUN THENCE S.00°14'02 E., �nl ANCE �C4�01.EET, A POINT OF BEGINNING; THENCE ALONG THE SOUTH BOUNDARY OF TRACT 3, OF,"THE PLAT OF LTC RANCH WEST POD 5 PHASE 1, AS'RECORDED,,IN PLAT BOOK 131, PAGES 20 THROUGH 32, OF THE PUBLIC,RECORDS OF ST. LUCIE COUNTY, FLORIDA EASTERLY, 139.59'FEET ALONG THE ARC OF A NON -TANGENT CURVE TO . THE RIGHT HAVING A RADIUS OF 780:00 FEET AND A CENTRAL ANGLE ,OF 10-15-15" (CHORD BEARING S.71°51'58"EN.-I, 39.4�FEET) TO A POINT OF TANGENCY, THENCE S.66 4421 E., A DISTANCE OF 230.30 FEET TO�THE SOUTHEAST CORNER OF SAID TRACT , SAID POINT ALSO BEING A NON -TANGENT INTERSECTION WITH A CURVE; THENCE THE FOLLOWING SEVEN (7) COURSES ALONG THE WEST RIGHT-OF-WAY�LINE OF TRACT R-1, OF SAID PLAT: 1) SOUTHWESTERLY, 95.88 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 2158.00 FEET AND A CENTRAL ANGLE OF 02°32'44" (CHORD BEARING S.24°32'01"W., 95.67 FEET) TO A POINT OF TANGENCY; 2) S.23°1639"W., A DISTANCE OF 827.41 FEET TO A POINT OF ,CURVATURE; 3) SOUTHWESTERLY, 32.12 FEET ALONG THEIARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 41.00 FEET AND A CENTRAL ANGLE OF 44053'26" (CHORD BEARING S.45°42'22'W, 31.31 FEET) TO A POINT OF REVERSE CURVATURE; 4) SOUTHERLY, 197:96 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 123.00 FEET AND A CENTRAL ANGLE OF 92°12'49" (CHORD BEARING S.22002'41' W., 177.28 FEET) TO A POINT OF REVERSE CURVATURE; 5) SOUTHERLY, 31.09 FEET ALONG THE ARC OF A REVERS&CURVE/TO THE RIGHT HAVING A RADIUS OF 41.00 FEET AND A CENTRAL ANGLE OF 43027'07" (CH S.02°20'09"E., 30.35 BEET) TO,A POINT O�REVERSE \ CURVATURE; 6) SOUTHERLY, 722.75 FEET ALONG THE ARC OF A REVERSE CURVE TO\THE LEFT HAVING A RADIUS OF 2158:00 FEET AND A CENTRAL ANGLE OF 19°11'22" (CHORD BEARING S.09°4T43"W., 719.38 FEET) TO A POINT OFTANGENCY; 7) S.00°12'03"W.,.A DISTANCE OF 1163.22,FEET TO THE NORTHEAST CORNER OF TRACT OS-1, OF THE PLAT OF LTC RANCH WEST PHASE 1,, RECORDED_1N PLAT.BOOK 111, PAGES 1 THROUGH 23 ,OF,SAID> PUBLIC RECORDS; THENCE ALONG THE NORTH BOUNDARY OF TRACTS OS-1, OS-2, R-AND OS-3, OF SAID PLAT S.90°00'00'W., A DISTANCE/OF 858.26 FEET TO A POINT OF CURVATURE; THENCE THE FOLLOWING FOUR (4) COURSES ALONG�THE NORT�BOUNDARY OF OS-3�OF SAID PLAT: 1) NORTHWESTERLY, 307.55 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 350.00 FEET AND�A/CENTRAL ANGLE OF 50-20-46" (CHORD BEARING N.64°49'37'W, 297.75 FEET) TO A POINT OF TANGENCY; 2) N.39°39'14' W., A DISTANCE OF 301.26 FEET�TO A POINT OF CERTIFICATE OF OWNERSHIP AND DEDICATION: (CONTINUED) IN WITNESS WHEREOF, HE ABOVE NAMED DELAWARE LIMITED LIABILITY COMPANY HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS VICE PRESIDENT, THIS 3 �f DAY OF Aor;1 —12025. MIDWAY GLADES DEVELOPERS, LLC, A DELAWARE LIMITED LIABILITY COMPANY WITNESS: BY: /�. "�RltIif NAME Meyers R. AUSTIN BURR VICE PRESIDENT WITNESS: PRINT NAME LLIM, i ACKNOWLEDGEMENT: STATE OF FL 0P-TDk ) . COUNTY OF _ PIS LM 13tAtCH ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF jX) PHYSICAL PRESENCE OR (_j ONLINE NOTARIZATION, THIS 3r)L DAY OF ftri 1 , 2025, BY R. AUSTIN BURR, VICE PRESIDENT, ON BEHALF OF MIDWAY GLADES DEVELOPERS, LLC, A DELAWARE LIMITED LIABILITY COMPANY, ON BEHALF OF THE LIMITED LIABILITY COMPANY, WHO IS aGrSDnwlly KNOWN TO ME OR HAS PRODUCED AS IDENTIFICATION. WITNESS MY HAND AND OFFICIAL SEAL THIS SCA DAY OF Atpr i .2025. CURVATURE; 3) NORTHWESTERLY, 307.55 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 350.00 FEET AND A ( 'W.i �1 S 610 S �21 l?,02 7 CENTRAL ANGLE OF 50 20 46 CHORD BEARING N.64 49 37, 297.75 FEET) TO A POINT OF TANGENCY; 4) N.90°'W. 00 00, AI DISTANCE OF 812.30 FEET LOCATION MAP F FLORIDA TO THE NORTHWEST CORNER OF TRACT 0-3, OF SAID PLAT; THENCE ALONG THE EAST RIGHT-OF-WAY LINE OF NORTH ST. LUCIE RIVER WATER NOT TO SCALE , i i i COMMISSION NO. &EXPIRATION DATE ' - OT Y PUBLI STATE O � �1 I ' CONTROL DISTRICT (NSLRWCD) CANAL NUMBER 91 N.00°21'14"W.; A DISTANCE OF 169L34 FEET TO THE SOUTHWEST`/CORNER OF TRACT 3, OF THE PRINT NAME: 1OW►%A r�eVP.�s PLAT OF LTC RANCH WEST POD 5 PHASE 1, ALSO BEING A NON -TANGENT INTERSECTION WITH A CURVE; THENCE THE FOLLOWING SIX (6) COURSES, ALONG THE SOUTH BOUNDARY OF SAID TRACT 3: 1) NORTHEASTERLY, 669.35 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 656.85 FEET AND A CENTRAL ANGLE OF 58°23'10" (CHORD BEARING N.49°25'36"E., 640.76 FEET)TO A POINT OF TANGENCY; 2) fix, 34z3f+a> N.20017'41"E., A DISTANCE OF 138.18 FEET TO AOINT OF CURVATURE; 3) NORTHEASTERLY, 623.91 FEET ALONG THE ARC OF A TANGENT CURVE TO CERTIFICATE OF OWNERSHIP AND DEDICATION: CONTINUED P THE RIGHT HAVING A RADIUS OF 520.84 FEET AND A CENTRAL ANGLE OF 68°38'02" (CHORD BEARING N.54°36'43"E., 587.27 FEET) TO�A:POINT OF / CLERK'S RECORDING CERTIFICATE: 7. THE LAKE MAINTENANCE EASEMENTS (LME) AS SHOWN'HEREON, ARE HEREBY DEDICATED TO THE LTC TANGENCY; 4) N.88°55'44"E., A DISTANCE OF 371.27 FEET; 5) N.88°55'12"E., A DISTANCE OF 1074.20 FEET TO A POINT OF CURVATURE; 6) EASTERLY, RANCH WEST RESIDENTIAL COMMUNITY DEVELOPMENT DISTRICT A COMMUNITY DEVELOPMENT � - STATE OF FLORIDA { 191.77 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 780.00 FEET AND A CENTRAL ANGLE OF 14°05'12" (CHORD DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ITS SUCCESSORS COUNTY OF ST. LUCIE BEARING S.84002'12"E., 191.29 FEET) TO THE POINT OF BEGINNING. AND ASSIGNS, AS LAKE MAINTENANCE EASEMENTS FOR THE PURPOSE OF ACCESS TO AND THE MAINTENANCE OF THE WATER.IMANAGEMENT TRACTS, AND THEY ARE THE MAINTENANCE - 1, MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT OF ST. LUCIE COUNTY, FLORIDA, DO HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED, RESPONSIBILITIES OF SAID COMMUNITY DEVELOPMENT DISTRICT. AND THAT IT COMPLIES IN FORM WITH ALL THE REQUIREMENTS OF THE LAWS OF FLORIDA PERTAINING TO MAPS AND PLATS, AND THAT THIS PLAT CONTAINING 157,269 ACRES, MORE OR LESS. I L / HAS BEEN FILED FOR RECORD IN PLAT BOOK 1 PAGE(S) apt- ?� OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, THIS 8. THE AMENITY CENTER TRACT (TRACT A), AS SHOWN HEREON, IS HEREBY RESERVED TO MIDWAY -—� GLADES DEVELOPERS, LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS SUCCESSORS AND ASSIGNS a2� DAY OF Apr' i 1 , 2025. TO 6WN ANDS NTAIN.7 9. LIFT STATION EASEMENT (LSE), SAID EASEMENT AS SHOWN HEREON IS A UTILITY EASEMENT WHICH IS OF OWNERSHIP AND DEDIC ATION: HEREBY DEDICATED TO THE CITY OF`PORT ST, LUCIE (CITY), ITS-SUCCESSORS;�AGENTS, EMPLOYEES, MI(LEI R. MILLER + y, CERTIFICATE CONTRACTORS -DESIGNEES, AND ASSIGNVTOGETHER WITH`A GENERAL'INGRESS/EGRESS EASEMENT CLERK OF THE CIRCUIT COURT ' 'n OVER AND ACROSS ITS DRIVEWAYS, PARKING, COMMON OR OPEN AREAS FOR ACCESS TO, OPERATION ST. LUCIE COUNTY FLORIDA MIDWAY GLADES DEVELOPERS, LLC, A DELAWARE LIMITED LIABILITY COMPANY, OWNER OF THE LAND DESCRIBED AND PLATTED HEREIN AS LTC�e RANCH POD 2 PHASES 1 AND 2" BEING IN ST. LUCIE COUNTY, FLORIDA, HAVE CAUSED SAID LANDS TO BE SURVEYED AND PLATTED AS SHOWN MODIFICATIONS, INSTALLATION OF OR MAINTENANCE OF -PUBLIC UTILITIES FACILITIES LOCATED THEREIN, , INCLUDING BUT NOT LIMITED,/TO, WATER AND WASTEWATER,LINES, APPURTENANT FACILITIES AND HEREON AND HEREBY DEDICATES AS FOLLOWS: a EQUIPMENT, THERE SHALL BEANO OTHER PUBLIC OR PRIVATE UTILITY-FACILITIESANSTALLED IN, ON, OVER, 1. THE ROAD RIGHT-OF-WAY TRACT R, AS SHOWN HEREON, IS HEREBY DEDICATED TO BRYSTOL II AT WYLDER HOMEOWNERS ASSOCIATION, INC., A UNDER, OR ACROSS THE EASEMENT AREA WITHOUT THE'CITY'S,WRITTEN PERMISSION. THERE SHALL BE NO FLORIDA NOT FOR PROFIT CORPORATION ITS SUCCESSORS AND ASSIGNS AS PRIVATE ROAD RIGHTS -OF -WAY FOR THE PURPOSE OF IMPROVEMENTS OF ANY KIND INCLUDING, BUTT NOT LIMITED TO, LANDSCAPING CONSTRUCTED WITHIN THE PROVIDING ACCESS AND DRAINAGE INSTALLATION, AND 1S THE MAINTENANCE OBLIGATION OF SAID BRYSTOL II AT WYLDER HOMEOWNERS BOUNDARIES OF THE EASEMENT AREA WHICH WOULD RESTRICT THE OPERATION AND MAINTENANCE OF, SURVEY NOTES: ASSOCIATION A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS. ALL STREETS OR ROADS DESIGNATED HEREON AS OR WHICH MAY IN ANY MANNER RESULT IN HARM TO, THE CITY'S FACILITIES. BRYSTOL 11 AT WYLDER RE HEREBY SPECIFICALLY SET ASIDE FOR THE USE OF THE ABUTTING PROPERTY OWNERS ONLY AND IN NO HOMEOWNERS ASSOCIATION, INC., A FLORIDA\NOT FOR PROFIT CORPORATION, ITS SUCCESSORS/OR 1. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH BOUNDARY OF TRACT O-3, LTC RANCH WEST PHASE 1, AS RECORDED IN PLAT BOOK PRIVATE STREETS OR ROADS A WAY CONSTITUTE A DEDICATION TO THE GENERAL PUBLIC OR THE CITY OF PORT ST. LUCIE, FLORIDA; IT BEING SPECIFICALLY UNDERSTOOD 111, PAGES 1 THROUGH 23, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, HAVING A GRID BEARING OF N.90°00'00' W., AND ALL OTHER ASSIGNS, SHALL OWN, MAINTAIN, REPAIR, AND REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY � IS IMPOSED ON THE CITY NOR SHALL ANY REQUEST BE ENTERTAINED BY THE CITY TO MAINTAIN OR IMPROVE THE EASEMENT, WHICH ARE NOT PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED OR DESTROYED BY BEARINGS ARE RELATIVE THERETO. THE GRID BEARINGS AND COORDINATES AS SHOWN HEREON REFER TO THE STATE PLANE COORDINATE THAT NO OBLIGATION PRIVATE STREETS OR ROADS. AN EASEMENT OVER AND UNDER SUCH (STREETS, RIGHTS -OF -WAY) AS SHOWN HEREON IS ALSO RESERVED IN THE CITY, .ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS IN THE ,CONSTRUCTION, SYSTEM, NORTH AMERICAN HORIZONTAL DATUM OF 1983 (HAD 83 2011 ADJUSTMENT) FOR THEEAST ZONE OF FLORIDA. FAVOR OF THE CITY OF PORT ST. LUCIE ("CITY"), ITS SUCCESSORS, AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES AND ASSIGNS, FOR OPERATION, MAINTENANCE OF, OR ACCESS TO, THE CITY S FACILITIES. THE CITY, ITS jSUC 'ESSORS OR _ ACCESS TO, OPERATION, MODIFICATION, INSTALLATION, AND/OR MAINTENANCE OF, PUBLIC UTILITY FACILITIES, INCLUDING BUT NOT LIMITED TO, ASSIGNS, SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL/OF ANY IMPROVEMENTS,, WHICH ARE 2. LINE INTERSECTING CURVES ARE'RADIAL UNLESS SHOWN OTHERWISE NOTE (NR) FOR NON -RADIAL. CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IF VIOLATING41MPROVEMENTS ARE WATER AND WASTEWATER LINES, APPURTENANT FACILITIES OR EQUIPMENT. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE NOT REMOVED UPON REQUEST THE CITY ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS 3. THIS'PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO OBLIGATIONS FOR SAID EASEMENT AREA OR SUCH (STREETS, RIGHTS -OF -WAY, ETC.) EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH WILL REMOVE SAID IMPROVEMENTS WITHOUT LIABILITY OR RESPONSIBILITY OR,COST TO THE CITY. THE CIRCUMSTANCES BE SUPPLANTEDJN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. ' PUBLIC UTILIT IES BY THE CITY. CITY OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID / \ 2. PURSUANT TO SECTION 177.091(28), FLORIDA STATUTES, ALL PLATTED UTILITY EASEMENTS (UE) SHALL PROVIDE THAT SUCH EASEMENTS SHALL EASEMENTS EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY OF PORT 4. THERE, MAY BE ADDITIONAL RESTRICTIONS .THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, ST. LUCIE. v LUCIE,COUNTY. j HOWEVER NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY 10. THE PORT ST. LUCIE UTILITY EASEMENTS (PSLUE), AS SHOWN HEREON ARE UTILITY EASEMENTS WHICH ARE 5. THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1 FLORIDA STATUTES BY A PROFESSIONAL SURVEYOR AND MAPPER DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL NOT APPLY TO HEREBY DEDICATED TO THE CITY OF PORT ST: LUCIE (-CITY-), ITS SUCCESSORS, AGENTS, EMPLOYEES, EMPLOYED BY OR UNDER CONTRACT WITH THE CITY OF PORT ST. LUCIE. THOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, CONTRACTORS, DESIGNEES, AND ASSIGNS, TOGETHER WITH A GENERAL INGRESS/EGRESS EASEMENT GAS, OR OTHER PUBLIC UTILITY. SUCH / I CONSTRUCTION, INSTALLATION MAINTENANCE AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED OVER AND ACROSS ITS DRIVEWAYS, PARKING, COMMON OR OPEN AREAS FOR ACCESS TO, OPERATION 6. THE NORTH 1/4 CORNER OF SECTION 9, THE CENTER OF SECTION 9, THE EAST 114 CORNER OF SECTION 9, AND THE SOUTHEAST CORNER OF BY THE MODIFICATIONS, INSTALLATION OF OMAINTENANCE OF, PUBLIC UTILITIES FACILITIES LOCATED THEREIN,R BY THE FLORIDA PUBLIC SERVICE COMMISSION SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION SHALL COMPLY WITH SECTION 9, TOWNSHIP 36 SOUTH,' RANGE 39 EAST ARE LOST. SECTIONAL BOUNDARIES SHOWN HEREON ARE APPROXIMATE AND BASED ON THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION. IN THE EVENT THAT A LAW, STANDARD, INCLUDING BUT NOT LIMITED TO, WATER AND WASTEWATER E LINES APPURTENANT FACILITIES AND LINEWORK DERIVED FROM NORTH POINTE PLAT NO. 1, PLAT BOOK 42, PAGE 19, PUBLIC RECORDS ST LUCIE COUNTY, FLORIDA. CODE, OR CITY CODE REQUIREMENT, RELATING TO THE INSTALLATION AND MAINTENANCE OF PUBLIC UTILITIES OR DRAINAGE FACILITIES, AS EQUIPMENT. THERE SHALL BE NO OTHER PUBLIC OR PRIVATE UTILITY FACILITIES INSTALLED IN, ON, OVER, UNDER, OR ACROSS THE EASEMENT AREA WITHOUT THE CITY'S WRITTEN PERMISSION. THERE SHALL BE NO REFERENCED IN THIS PROVISION, CONFLICTS, THE MORE STRINGENT REQUIREMENT REGULATION PREVAILS. SAID EASEMENT AS SHOWN IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED TO, LANDSCAPING CONSTRUCTED WITHIN THE BOUNDARIES OF THE EASEMENT AREA WHICH WOULD HEREON IS ALSO DEDICATED IN FAVOR OF THE CITY OF PORT ST. LUCIE (-CITY'), ITS SUCCESSORS, AGENTS, EMPLOYEES, CONTRACTORS, D RESTRICT THE OPERATION AND MAINTENANCE OF, DESIGNEES AND ASSIGNS, A GENERAL INGRESS/EGRESS EASEMENT OVER AND ACROSS ITS DRIVEWAYS, PARKING, COMMON OR OPEN AREAS OR WHICH MAY IN ANY MANNER RESULT IN HARM TO, THE CITY'S FACILITIES. BRYSTOL II AT WYLDER FOR ACCESS TO, OPERATION, MODIFICATION, INSTALLATION AND/OR MAINTENANCE OF, PUBLIC UTILITY FACILITIES, INCLUDING BUT NOT LIMITED HOMEOWNERS ASSOCIATION, INC., A FLORIDA .NOT FOR PROFIT CORPORATION, ITS 'SUCCESSORS OR SURVEYOR'S'CERTIFICATE: TO, WATER AND WASTEWATER LINES, APPURTENANT FACILITIES AND EQUIPMENT. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ASSIGNS, SHALL OWN, MAINTAIN, REPAIR, AND REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY MAINTENANCE OBLIGATIONS FOR SAID EASEMENT EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY. EASEMENT WHICH ARE NOT PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED OR DESTROYED BY STATE O ORIDA THE CITY, ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS IN THE CONSTRUCTION, COUNTY OF ST. LUCIE 3. THE DRAINAGE EASEMENTS (DE) AS SHOWN HEREON, ARE HEREBY DEDICATED TO BRYSTOL II AT WYLDER HOMEOWNERS ASSOCIATION, INC., A OPERATION, MAINTENANCE OF, OR ACCESS TO, THE CITY'S FACILITIES. THE CITY, ITS SUCCESSORS OR TO TOAND THE INSTALLATION OF DRAINAGE FACILITIES AND THEY ARE THE MAINTENANCE RESPONSIBILITIES OF SAID BRYSTOL II AT WYLDER FLORIDA NOT FOR PROFIT CORPORATION ,ITS SUCCESSORS AND ASSIGNS, AS PRIVATE DRAINAGE EASEMENTS FOR THE PURPOSE OF ACCESS ASSIGNS SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY IMPROVEMENTS, WHICH ARE THIS IS TO CERTIFY THAT THE PLAT AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE A CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IF VIOLATING IMPROVEMENTS ARE DIRECTION AND SUPERVISION AND THAT SAID SURVEY IS ACCURATE TO ,THE BEST OF MY ,KNOWLEDGE AND BELIEF AND THAT PERMANENT RS ASSOCIATION, FLORIDA NOT FOR PROFIT CORPORATION. HOMEOWNERS O INC.,� NOT REMOVED UPON REQUEST, THE CITY, ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS REFERENCE MONUMENTS (P,R.M. S) HAVE BEEN SET AND THAT PERMANENT CONTROLIPOINTS (P.C.P. S) AND LOT CORNERS WILL BE SET UNDER N RE HEREBY DEDICATED TO BRYSTOL 11 AT WYLDER HOMEOWNERS WILL REMOVE SAID IMPROVEMENTS WITHOUT LIABILITY OR RESPONSIBILITY OR COST TO THE CITY. THE THE GUARANTEES POSTED WITH THE CITY COUNCIL OF PORT ST. LUCIE FOR THE REQUIRED'IMPROVEMENTS, AND FURTHER, THAT THE SURVEY 4. THE O�EN SPACE TRACTS (TRACTS O 1 THROUGH O 5) AS SHOWN HEREON, A � A FLORIDA NOT FOR PROFIT CORPORATION ITS SUCCESSORS AND ASSIGNS, FOR OPEN SPACE PURPOSES INCLUDING , CITY OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID DATA COMPLIES WITH ALL OF THE REQUIREMENTS OF CHAPTER 177�FLORIDA/STATUTES, AS AMENDED, AND IN ACCORDANCE WITH THE ASSOCIATION, INC., EASEMENTS EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY OF PORT DRAINAGE, AND THEY ARE THE MAINTENANCE RESPONSIBILITIES OF SAID BRYSTOL II AT WYLDER HOMEOWNERS ASSOCIATION, INC. SURVEYING STANDARDS CONTAINED WITHIN CHAPTER 5J%-17, FLORIDA ADMINISTRATIVE CODE; SET FORTH BY�THE FLORIDA BOARD OF SURVEYOf,�SI ST. LUCIE. AND MAPPERS PURSUANT TO SECTION 472.027, FLORIDA-STATUTES, AND ORDINANCES OF THE CITY OF PORT ST. LUCIE, FLORIDA, THIS 2 2 5. THE WATER MANAGEMENT TRACTS (TRACTS S.M.T. 1, 2,7 AND 8), WATER MANAGEMENT ACCESS EASEMENTS (WMAE) AND WATER MANAGEMENT DAY OF M ArRLH ; 2025. EASEMENTS (WME) SHOWN OR DESCRIBED ON THIS PLAT ARE DEDICATED TO THE LTC RANCH WEST RESIDENTIAL COMMUNITY DEVELOPMENT 11. THE CITY OF PORT ST. LUCIE SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO CONSTRUCT AND DISTRICT A'COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ITS SUCCESSORS MAINTAIN ANY PORTION OF THE DRAINAGE SYSTEM WITHIN THESE WATER MANAGEMENT TRACTS (TRACTS ASSIGNS, FOR WATER MANAGEMENT PURPOSES INCLUDING DRAINAGE, AND THEY ARE THE MAINTENANCE RESPONSIBILITIES OF SAID S.M.T. 1, 2, 7 AND 8), WATER MANAGEMENT EASEMENTS (WME), WATER MANAGEMENT ACCESS EASEMENTS � AND A , ` COMMUNITY DEVELOPMENT DISTRICT. (WMAE), AND DRAINAGE EASEMENTS (DE) WHICH IS ASSOCIATED WITH DRAINAGE FROM CITY RIGHTS -OF -WAY. IRRIGATION QUALITY EASEMENTS IQE AS SHOWN HEREON ARE HEREBY DEDICATED TO BRYSTOL II AT WYLDER HOMEOWNERS 6. THE IRRIGA ( ) MICHAEL GOODNIGHT ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION, SUCCESSORS AND ASSIGNS, FOR THE PURPOSES OF CONSTRUCTION, 12. THE FUTURE DEVELOPMENT TRACTS (FDA, FD-2 AND FD-3) AS SHOWN HEREON, ARE H i EREBY RESERVED PROFESSIONAL SURVEYOR AND MAPPER NO. LS7245 t • � ' OPERATION,MAINTENANCE IMPROVING OR REPLACING OF ONE OR MORE IRRIGATION/REUSE ,AND/OR UTILITY TRANSMISSION OR DISTRIBUTION FOR OWNER, MIDWAY GLADES DEVELOPERS, LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS GEOPOINT SURVEYING, INC. LINES, AND ALL NORMAL APPURTENANCES THERETO, INCLUDING THE NECESSARY RIGHTS OF INGRESS AND EGRESS FOR THE PURPOSES OF SUCCESSORS AND ASSIGNS, FOR FUTURE DEVELOPMENT PURPOSES INCLUDING DRAINAGE, AND THEY ARE > F INGRESS AND EGRESS SHALL BE EXERCISED N THE MAINTENANCE RESPONSIBILITIES OF SAID IS RESERVED FOR MIDWAY GLADES DEVELOPERS, LLC, A (LICENSED BUSINESS NUMBER L67768) PROVIDING IRRIGATION/REUSE AND/OR UTILITY SERVICES PROVIDED THAT SUCH RIGHTS O G EG E S SH L E C I A 528 NORTHLAKE BOULEVARD, STE. 1040, REASONABLE MANNER IN ACCORDANCE WITH THE STANDARD PRACTICES IN THE INDUSTRY, TOGETHER WITH THE RIGHT AND PRIVILEGE TO DELAWARE LIMITED LIABILITY COMPANY. ALTAMONTE SPRINGS, FLORIDA 32701 INSPECT, ALTER, REMOVE OR RELOCATE SUCH LINES, FACILITIES AND APPURTENANCES THERETO WITHIN THE EASEMENT HEREIN GRANTED, WITH ALL RIGHTS AND PRIVILEGES NECESSARY OR CONVENIENT FOR THE FULL USE AND ENJOYMENT THEREOF FOR THE ABOVE -STATED GeoPoint.-, PURPOSES. THE CITY OF PORT ST. LUCIE, FLORIDA ("CITY") SHALL BE ALLOWED TO CROSS THE IRRIGATION QUALITY EASEMENTS WITH (A) CITY _ TELECOMMUNICATION LINES WHICH SERVE SOLELY THE CITY'S FACILITIES AND (B) CITY MUNICIPAL UTILITY LINES. Surveying, Inc. 528 NORTHLAKE BLVD, STE 1040 FAX: (813)'248-2266 PSLUSD PROJECT NO. 11 '642-03 , , ALTAMONTE SPRINGS, FLORIDA 32701, WWW,CEOPOINTSURVF-Y.COM CITY OF PORT ST. LUCIE PROJECT NO. P24-154 PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 i n PLAT BK 132 PG 25 LTC RANCH WEST POD 2 PHASES 1 AND 2 SH EET 2 of PLAT 3a PAGE a� BOOK BEING A REPLAT OF TRACT " I ", LTC RANCH WEST POD 5 PHASE 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 131, PAGES 20 THROUGH 32, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTIONS 9 AND 10, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA ;I BRYSTOL II AT WYLDER HOMEOWNER ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION: MORTGAGEE'S JOINDER AND CONSENT: MORTGAGEE'S JOINDER AND CONSENT: IN WITNESS WHEREOF, THE ABOVE NAMED BRYSTOL/If AT WYLDER HOMEOWNERS ASSOCIATION, INC:, A FLORIDA NOT FOR THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER OF AN DEPOSIT RELEASE MORTGAGE, UPON THE PROPERTY DESCRIBED THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER OF AN CONSTRUCTION MORTGAGE AND FIXTURE FILING, UPON PROFIT CORPORATION, HEREBY ACCEPTS THE"DEDICATIONS TO SAID ASSOCIATION AS STATED HEREON, AND HEREBY ACCEPTS HEREON AND DOES HEREBY JOIN IN AND CONSENT TO THE DEDICATION OF THE LAND DESCRIBED IN SAID DEDICATION BY THE OWNER THE PROPERTY DESCRIBED HEREON AND DOES HEREBY JOIN IN AND CONSENT TO THE DEDICATION OF THE LAND DESCRIBED IN ITS MAINTENANCE OBLIGATIONS FOR SAME AS STATED HEREON HAS CAUSED THESE PRESENTS -TO -BE -SIGNED BY ITS THEREOF AND AGREES THAT ITS DEPOSIT RELEASE MORTGAGE WHICH IS RECORDED IN OFFICIAL RECORDS BOOK 5187, AT PAGE 2237 OF THE SAID DEDICATION BY THE OWNER THEREOF AND AGREES THAT ITS CONSTRUCTION MORTGAGE AND FIXTURE FILING WHICH IS PRESIDENT AND ITS COMPANY SEAL TO BE/AFFIXED HERETO,ITHIS o-A DAY OF L 1 , 2025. PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SHALL BE SUBORDINATED TO THE DEDICATION SHOWN HEREON. RECORDED IN OFFICIAL RECORDS BOOK 4920, AT PAGE 2974 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SHALL / / l BE SUBORDINATED TO THE DEDICATION SHOWN HEREON. BRYSTOL II AT WYLDER HOMEOWNERS ASSOCIATION, INC., A`FLORIDA NOT FOR PROFIT CORPORATION IN WITNESS WHEREOF, THE SAID COMPANY HAS CAUSE THESE PRESENTS TO S D ITS AUTHORIZED REPRESENTATIVE BY AND WITH / / THE AUTHORITY OF ITS BOARD OF DIRECTORS THIS DAY OF , 2025. IN WITNESS WHEREOF, THE SAID COMPANY HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS AUTHORIZED WITNESS: / /� - �_ REPRESENTATIVE BY AND WITH THE AUTHORITY OF ITS BOARD OF DIRECTORS THIS DAY OF R. AUSTIN BURR / DREAM FINDERS HOMES LLC, A FLORIDA LIMITED LIABILITY COMPANY 2025. PRESIDENT �/ PRINT NAME: —� WITNESS: WESTERN ALLIANCE BANK, AN ARIZONA CORPORATION WITNESS: JAMES EZ REGIO L PRESIDENT WITNESS: j P PRINT NAME: ,.rild� +� PRINT NAME BY: STEVEN D. STREHL j WITNESS: VICE PRESIDENT O PRINT NAME: �J4ke dh✓err PRINT NAME: D C 0 6�7 i WITNESS: BRYSTOL II AT WYLDER HOMEOWNER ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION: PRINT NAME: _,%�/�►Ot1 �I- ACKNOWLEDGEMENT: STATE OF - irLOR2DA ACKNOWLEDGEMENT: ACKNOWLEDGEMENT: COUNTY OF PALL Imo, ^t M ) STATEz \ ` J OF O STATE OF THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF ?� PHYSICAL PRESENCE OR ONLINE / �� M n NOTARIZATION, THE % reX DAY OF A pr*. \ 2025, BY R. AUSTIN BURR, PRESIDENT, ON BEHALF/OF COUNTY OF i COUNTY OF _ 1 � 1 A�F com ) BRYSTOL 11 AT WYLDER HOMEOWNERS ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION, WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED AS IDENTIFICATION.- 'THE FOREGOING INSTRUM T ACKNOWLEDGED BEFORE ME .BY MEANS OF V PHYSICAL PRESENCE OR ONLINE NOTARIZATION, THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF Ci- - PHYSICAL PRESENCE OR ONLINE ''`` THE S— DAY OF / , 2025, BY JAMES GOMEZ, REGIONAL PRESIDENT ON BEHALF OF DREAM FINDERS HOMES LLC, NOTARIZATION, THIS VVY WITNESS MY HAND AND OFFICIAL SEAL THIS 3ra� DAY OF Apr; I , 2025. A FLORIDA LIMITED LIABILITY COMPANY, WHO -IS- _� PERSONALLY KNOWN TO ME OR HAS PRODUCED AS H1H 43 sblti IDE� IDENTIFICATION. DAY OF _f�dJlC:�/ 2025, BY S?T.�ViA/ _Si�'ih�L©Utz ON $/2 / 2-02T BEHALF OF WESTERN ( ' COMMISSION NO. & EXPIRATION DATE OTA PUBLIC, STATE OF FLORIDA WITNESS MY HAND AND OFFICIAL SEAL THIS _3 DAY 0 A2625. ALLIANCE BANK, AN ARIZONA CORPORATION, WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED i / AS IDENTIFICATION. ', WITNESS MY HAND AND OFFICIAL SEAL THIS liV DAY OF ARC 2025. PRINT NAME: �P,A�taMu► J�i(t-yGb �, COMMISSION NO. &EXPIRATION DATE NO ARY PUBLIC, STATE OF r .: PRINT NAME: L. �"� �_° . "r'��'� _ i .... •-. . - -w._-- ¢ COMMISSION NO. & EXPIRATION DATE NOTARY U LIC, STATE OF FLORIDA PRINT NAME: LTC RANCH WEST RESIDENTIAL COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT KALYB MAR DAVIS DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES: .. :_ ►armor rueuc �asmw► wuncom cowls MORTGAGEE'S JOINDER ANUCONSENT: <'' ` ' osion cftw W I$ Evkm THE LTC RANCH WEST RESIDENTIAL COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT (THE -' "DISTRICT"ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ACTING FOR ITSELF IN MATTERS RELATING THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER OF AN DEPOSIT RELEASE MORTGAGE UPON THE PROPERTY DESCRIBED TITLE CERTIFICATION: I TO CERTAIN INFRASTRUCTURE IMPROVEMENTS, HEREBY ACCEPTS THE DEDICATIONS AS SET FORTH ON THE WITHIN PLAT HEREON AND DOES HEREBY JOIN IN AND CONSENT TO THE DEDICATION OF THE LAND DESCRIBED'IN SAID, DEDICATION BY THE OWNER SPECIFICALLY DEDICATED TO SAID DISTRICT, \ PROVIDED, HOWEVER, THAT ACCEPTANCE OF SUCH DEDICATION AND OF THE THEREOF AND AGREES THAT ITS DEPOSIT RELEASE MORTGAGE WHICH IS RECORDED'IN OFFICIAL RECORDS BOOK 5241 AT PAGE 520 OF THE STATE OF ) OBLIGATION TO OPERATE AND MAINTAIN SUCH FACILITIES IS EXPRESSLY CONDITIONED UPON (1) COMPLETION OF PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SHALL/BE SUBORDINATE6 TO THE DEDICATION SHOWN HEREON. I Lt_5 oaot) UN} CONSTRUCTION OF ALL WATER MANAGEMENT SYSTEMS IMPROVEMENTS FOR THE PHASE OF SUCH SYSTEM IN WHICH THE COUNTY OF �•� `` DEDICATED TRACT AND EASEMENT ARE LOCATED IN STRICT COMPLIANCE WITH BOTH THE APPROVED PLANS FOR -AND (11) IN WITNESS WHEREOF, THE SAID COMPANY HAS CAUSED THESE PRESENTS TO BE SIGNED -BY ITS AUTHORIZED, REPRESENTATIVE BY AND WITH COMPLIANCE WITH ALL SURFACE WATER MANAGEMENT SYSTEMS AND TURNOVER REQUIREMENTS RELATING TO SUCH THE AUTHORITY OF ITS BOARD OF DIRECTORS THIS 3,f A DAY OF I / Apr; I � (2025. THE UNDERSIGNED, 'DAN WIERZGACZ, OF CHICAGO TITLE -INSURANCE COMPANY A TITLE INSURANCE QOMPANY DULY FACILITIES, AS SET FORTH IN THE POLICIES AND PROCEDURES MANUAL. THE DISTRICT DOES NOT ACCEPT ANY OTHER LICENSED IN THE STATE OF FLORIDA, DOES HEREBY CERTIFY THAT, AS OF THE irk DAY OF M AKCk RIGHT-OF-WAY, EASEMENTS, TRACT, OR OTHER INTEREST IN REAL ESTATE OTHERWISE DEDICATE TO THE DISTRICT. LENNAR HOMES, C, 2025. ID LIMITED LIABILITY COMPANY � j HEREBY CONSENTS TO PLATTING OF THE LANDS HEREIN, DATED THISSr c\ DAY OF Apt., 1 , 2025. • THE RECORD TITLE TO LAND AS DESCRIBED AND SHOWN HEREON IS IN THE NAME OF MIDWAY GLADES DEVELOPERS, LLC, A WITNESS: DELAWARE LIMITED LIABILITY COMPANY, THE ENTITY EXECUTING THE DEDICATION. ATTEST: THE LTC RANCH WEST RESIDENTIAL COMMUNITY DEVELOPMENT DISTRICT. MICHAEL G. MEiEU VICE PRESIDENT ENCUMBERING THE LAND DESCRIBED HEREIN, EXCEPT THE FOLLOWING: • THERE ARE NO MORTGAGES OF RECORD PRINT NAME: "&/A �� 1. CERTAIN CONS � a WITNESS. /C"• TRUCTION MORTGAGE AND FIXTURE FILING WHICH IS RECORDED IN OFFICIAL RECORDS BOOK 4920, AT PAGE RJIF BY: R. AUSTIN BURR WITNESS: 2974 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, AS AMENDED OR OTHERWISE MODIFIED FROM TIME TO CHAIRMAN — { TIME. j BOARD OF SUPERVISORS PRINT NAME: Q (-�0�0 CI 2 RECORDS OF STS LUCIE C GAGE DATED JULY 30, 2024, IN OFFICIAL RECORDS CORDS BOOK 5187, PAGE 2237, OF THE PUBLIC PRINT NAME: �GrllfMn'A Mwrrs COUNTY, FLORIDA, AS AMENDED OR OTHERWISE MODIFIED FROM TIME TO TIME. WITNESS: 3. DEPOSIT RELEASE MORTGAGE EXECUTED BY MID�AY GLADES DEVELOPERS, LLC, A DELAWARE LIMITED LIABILITY PRINT NAME: WKAilwli% COMPANY AND LENNAR HOMES, LLC, A FLORIDA LIM ED LIABILITY COMPANY, RECORDED DECEMBER 4, 2024, IN OFFICIAL RECORDS BOOK 5241, PAGE 520, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, AS AMENDED OR OTHERWISE ACKNOWLEDGEMENT: MODIFIED FROM TIME TO TIME. • PURSUANT TO FLORIDA STATUTE 197.192, ALL TAXES HAVE BEEN PAID THROUGH THE YEAR 2024. I STATE OF ¢'L \ ) i Np --------- - COUNTY OF 1�o.I M n d� ) DATED THIS bAY b � �" 9 I 2025. LTC RANCH WEST RESIDENTIAL COMMUNITY DEVELOPMENT DISTRICT A COMMUNITY DEVELOPMENT i DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES ACKNOWLEDGEMENT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF �C PHYSICAL PRESENCE OR ONLINE NOTARIZATION, PRINT NAME:�,9'^' ,THE DAY OF Pr; I , 2025, BY MICHAEL G. MEYERS, VICE PRESIDENT ON BEHALF OF LENNAR HOMES, LLC, A DAN WIERZGACZ, SR. COMMERCIAL TIT ,EXAMINER ' FLORIDA LIMITED LIABILITY COMPANY, WHO IS _� PERSONALLY KNOWN TO ME OR HAS PRODUCED AS CHICAGO TITLE INSURANCE COMPANY STATE OF FLOR a-U�1 ) IDENTIFICATION. COUNTY OF PALM 3EACH I I WITNESS MY HAND AND OFFICIAL SEAL THIS 3 DAY OF OPr1( , 2 25. HEREBY CERTIFY THAT ON THIS DAY BEFORE ME AN OFFICER DULY AUTHORIZED IN THE STATE AFORESAID AND IN THE rL { COUNTY AFORESAID TO TAKE ACKNOWLEDGEMENTS, PERSONALLY APPEARED R. AUSTIN BURR, CHAIRMAN ON BEHALF OF THE Fi 13 �'"14 CITY OF PORT ST. LUCIE PLAT APPROVAL: LTC RANCH WEST RESIDENTIAL COMMUNITY DEVELOPMENT DISTRICT. COMMISSION NO. & EXPIRATION DATE NOTARY PUBLI , STATE OF FL rt STATE OF FLORIDA HE IS [x ] PERSONALLY KNOWN TO ME OR [ ] HAVE PRODUCED AS IDENTIFICATION. PRINT NAME: n4� X rn�l ;M; s COUNTY OF ST. LUCIE j WITNESS MY HAND AND OFFICIAL SEAL IN THE' COUNTY AND STATE LAST AFORESAID THIS 3 A DAY OF IT IS HEREBY CERTIFIED THAT THIS PLAT OF LTC RANCH' OD 2 PHASES 1 AND 2, HAS BEEN\OFFICIALLY APPROVED, INCLUDING ,?der ; I 2025. THE RELEASE OF ALL PRIOR DEDICATIONS APPLICA_BL'E tO THE LANDS BEING PLATTED HEREIN AND ALL DEDICATIONS TO THE CITY OF POPT ST. LUCIE HE EIN ARE ACCEPTED'FOR RECORD BY THE CITY COUNCIL OF THE CITY OF PORT ST. LUCIE, FLORIDA, THIS DAY OF : 2025. 1-1H H3 Sbl 0 $/Z t /702� EXPIRATION DATE OTA PUBLIC, STATE OF FLORIDA q COMMISSION NO. & E CITY OF PORT ST. LUCIE: SHANNON M. MARTIN, MAYOR PRINT NAME:t„..IraN.i^ / 4 Y WALS K� � I ALL H, CI LER I/ i Geop ont Surve ins ,Inc. yg `*T11 528 NORTHLAKE BLVD, STE 1040 FAX:/ ,(813) 248-2266 PSL SD PROJECT NO.-642-03 `` 4 ).' t I_ m*Y ALTAMONTE SPRINGS, FLORIDA 32701 WWW:GEOPOINTSURVEY.COM CITY OF PORT ST. LUCIE PROJECT NO. P24-154 ! PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 II I i PLAT BK 132 PG 26 21 SCALE: V = 200' Curve Data Table No. Radius Arc A Bearing Chord C1 656.85' 669.35' 58*23'10" N49'25'36"E 640.7.6' C2 520.84' 623.91' 68'38'02" N54'36'43"E 587.27' C3 780.00' 331.37' 24'20'27" S78'54'34"E 328.88' C4 2158.00' 95.88' 2'32'44" S2432'01 "W 95.87' C5 41.00' 32.12' 44'53'26" S45'42'22"W 31.31' C6 123.00' 197.96' 9T12'49" S22'02'41"W 177.28' C7 41.00' 31.09' 43'27'07" S02'20'09"E 30.35' C8 2158.00' 722.75' 19'11'22" S09'47'43"W 719.38' C9 350.00' 307.55' 50'20'46" N64'49'37"W 297.75' C10 350.00' 307.55' 50*20*46" N64'49'37"W 297.75' C182 780.00' 139.59' 10'15'15" N71'51'58"W 139.41' C183 780.00' 191.77' 14*05'12" N84'02'12"W 191.29' I i j LTC RANCH WEST POD 2 PHASES 1 AND 2 � PLAT SHEET 3 of � o l 3 a PAGE a (� BEING A REPLAT OF TRACT " I ", LTC RANCH WEST POD S PHASE 1, ACCORDING TO THE PLAT THEREOF, BOOK RECORDED IN PLAT BOOK 131, PAGES 20 THROUGH 32, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; LYING IN SECTIONS 9 AND 10, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA 4 3 SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 3-36-39' SOUTH LINE OF THE -SOUTHEAST 1/4 OF SECTION 4-36-39 -� - - NORTH LINE, OF THE NORTHWEST 1/4 OF SECTION 10-36-39 NORTH LINE OF THE NORTHEAST 1/4 OF SECTION 9-36-39 10- POINT OF COMMENCEMENT I TEMPORARY ACCESS EASEMENT i' ,' / NORTH 1/4 CORNER OF I 200.00' FLORIDA POWER AND LIGHT RIGHT-OF-WAY EASEMENT I 30.00 NORTHEAST CORNER OF O.R. 4576, PAGE 2661 SECTION 9-36-39� _� (O.R. 78R, PAGE 101, O.R. 787, TRACT 4 �P.S.L.U.E. ( ) CORNER LOST I I SECTION 9-36-39 1 PAGE 2179, O.R. 924, PAGE 2633) I CCR # 117016 w - - - - LTC RANCH WEST POD 5 PHASE 1- w• TRACT 2- - - - - - - - - - - - - - - - - - - - - (PLAT BOOK 131, PAGES 20-32) b `t- - TRACT 2 \ / ;POINT' OF BEGINNING \ TRACT 3 ' LTC RANCH WEST N88'5544 "E N88'55'12 "E 1074.20' _ C•3 ' ` .S66'44'21 ~E 371.2 7' - - - - - - --TRACT O-3 -P.c.- c s3 - _ 230.30' (NR) b i POWPHASE1 ------ - _ - - - 00 (PLATI BOOK I131, - - - - Clg „ FOUNDERS CROSSING �, i ,' P.T. 2 p TRACT FD-3 PAGES 20-32) / /L SOUTH BOUNDARY •T i , PUD MASTERIPLAT G ■ OF TRACT 3 1 SO (PLAT BOOK 61, PAGE 2) I i�' 19 OFUTRACT T3CORNER _ I TRACT WMT-4 ,' ,' ?p 11> R.P. "V69-4 TRACT FD-i TRACT S.M.T. 2 21 J 16 o a' I� 568s z , ,ryp���+�� �� ■� SHEET Sj HEE2S � 1213 TRACT C ��Sss•41o0 2�,�zse oo 00. 10 A5 TRACT ,' �' ti c0 in IT M N O a) 00 r co to 2 O Fag / / i �Y �t '�r d �t � M M M M M M 8 /� // •� ,' ! V / STD 60.00' ��, ')98 cam% ry� Sp TRACT R SUNCREST LOOP ►� �� ,' �' TRACT 12 1 - - Gx 1 O ti 00 O O N M It In C>, 1� 00 ,O O 'J� S / ' \ ti ti ti h 00 00 00 00 00 00 00 00 00 rn �� /,' NOT PLATTED I I - ' g2/ /� ti . ! LTC RANCH WEST 74 �,'' 0 �� POD 5 PHASE i R.P. • (PLAT BOOK 131, PAGES 20-32) WEST RIGHT-OF-WAY 92.00' SOUTHWEST CORNER / 54 73 G• iQ OF TRACT R-1 72 ■■■n■ Q� 55OF TRACT 3 �■■■■■■/■■■■■■■■■■■r■■■■■■■■■■■■■■■ ■■■■■■� POINTED , C5 , 56 71 LEAF I _ �57 TRACT S.M.T. 1 TRACT A PLACE �� V NOT PLATTED TRACT FD 1 a 70 C7 af 58 p 69�/^ Cj I �� - cn > SHEET 6 < SHEET 7 197 NSLRWCD CANAL NUMBER 91 1 a 60 U -67/ U, 198 r Z 92.00' RIGHT-OF-WAY I r• 61 Z / / \ i99 ' o ( ) I SHEET 10 66 0 (AS SHOWN ON ELEVATIONS MAP OF I / / - \ r w w °' NORTH ST. LUCIE RIVER WATER I 00 62 �- N M et �n c0 1 00 O O `- N M ' 2�(1 N 3 "' 65 �r �n c0, ti ao rn o MANAGEMENT DISTRICT, ST. LUCIE N N N N cV N c'M M M M cM 'M Cl) M M M jCh M M M/ ;� ' o COUNTY, FLORIDA DATED MAY, 1980) 1 63 64 M 'M� co M co ,r) M - M M M •M� M M M //f.01 I z 1 I MOON RISE LANE I : \TRACTOR / 2'�2 ; b = Z w PRESERVATION \ \ / / / Oi 2C)3 V I o TRACT 1 / WEST LINE OF THE NORTHEAST ■ ch N r- 0 0 (n 1f _ (0 M N � 0 0) 00 f� cD LA d M N �- O O ao P- � l Ow 1/4 OF SECTION 9-36-39 M M M M co c'M co c'M M co cM M C) � j OM M O O O O O O � � N N N ►•� 204 � z� .� E-a 20.E j3 z -, o EAST LINE OF THE NORTHWEST I � � � v) 1 1/4 OF SECTION 9-36-39 ■ ' / Gib 20f> = cn \ I WEST BOUNDARY OF ■ r'cNM�t�nc01-00rnO�NM�t�cot-_00MC r, M co R� w.- P- I` ti ti P- ti ti I` h 00 00 00 00 00 a0 00 00 00 00 0) O O O O O ~ 3 1 LTC RANCH POD 5 PHASE 1 ■ N N N N N N N N N N N N N N N N N � N N N N N N /N N wUV 20 1 a O, LTC RANCH WEST ■ / z ' W POD '-PHASE 1 EVERBREEZE DRIVE • " TRACTiR / O 208 �w J 1 (PLAT BOOK 120, PAGES 1-18) `. ■ 20° ►r- m(D C.0 ( m co (00 M LO LO M M L �M 253 210 N■ N N N N N N N N N N N N N N N ,(. N 252 NS: NOT PLATTED p'O. ■■■■■■ ■■■■■■■■■■■■ son ■ Now Noon ■■■■r!■■■■■■■■■■■■ 251 211 ' 1 I EAST 1/4 CORNER OF LEGEND 1 ABBREVIATIO Z : 250 al. 212 I - - LS LICENSE SURVEYOR ^, ■ SECTION 9 36 39 LB -------- LICENSE BUSINESS I a TRACT S.M.T. 8 249 213 1 �' CORNER LOST O.R.-------- OFFICIAL RECORDS BOOK o SOUTH LINE OF THE NORTHEAST 1/4 OF SECTION 9-36-`39 _ _ - - - - ■ - _ - - i 248 214 i N - - - SOUTH LINE OF THE NORTHWEST 1/4 OF SECTION 10-36-39 -- 215� x ►`� U NORTH LINE OF THE SOUTHWEST 1/4 OF SECTION 10-36-39 CCR -- ----- CERTIFIED CORNER RECORD - NORTH LINE OF THE SOUTHEAST 1/4 OF SECTION 9-36-39 ■ 247 ; O a a U.E . - - UTILITY EASEMENT CENTER OF 0- ______ SECTION 9-36-39 I - 6' 217 D.E. __�----- _ DRAINAGE EASEMENT CORNER LOST 1 `° : 218 O a a j W.M.E. WATER MANAGEMENT EASEMENT p co SHEET 9 219 E.I E.E- ----- EMERGENCY INGRESS/EGRESS EASEMENT EAST LINE OF NSLRWCD ( ,2 �- ►= L.M.E. ---- LAKE MAINTENANCE EASEMENT CANAL NUMBER 91 1 ■ 220 01 w, a, 1 w rn PRESERVATION TRACT FD-2 ■ SHEET 8 221 E-�' Y �i' 3 TRACT' 1 ----- MAINTENANCE ACCESS EASEMENT ( ■ 222 U1 N x o � I-� ED ------ N:1099998.1732 ,- N-1099998.1732 ■ U m o I o L.M.A.E. _LAKE P.U.E. - PUBLIC UTILITY EASEMENT i92.00' E:837885.6409 E:838697.9419 : 223g N P.S.L.U.E. ---- PRIVATE UTILITY EASEMENT I - - - - - - - _ ■ 245 w 224 � F o P.I. ------ POINT OF INTERSECTION 812.30' N90'00'00'tiV P.T. --�� NORTH BOUNDARY OF 225 ^ U wow wo w 1 P.K.C.------- POINT OF REVERSE CURVATURE I 200 (BEAR/NG QAS%S� �'J� `� TRACT O-3 ■ 244 226 ' 0--. w � w �' LTG RANCH WEST 1 199 � 160 .o ■ 243 0 227 P.C. -- --- POINT OF CURVATURE I POD 6A PHASE 1 --------- N ENCY NOT PLATTED 198 159 �� ` : 242 OO 228 i c~i�� I w� (PLAT BOOK qt 120. PAGES 1-18) P.1�. POINT OF TAG 1 158 TRACT 241 3 P.O.L.------- POINT ON LINE WEST LINE OF THE SOUTHEAST 458 2� ` ■ S.M.T. i 229 1 [---.1/4 OF SECTION 9�36-39 O" ■ 240 1.0.-------- IDENTIFICATION I 459 v� 239 w 230 �; 150 0o I PSLUSD PROJECT NO. 11-642-03 EAST LINE OF THE SOUTHWEST 195 o N M ^ O �. ` ■ 231 O / ■ 238 CITY OF PORT ST. LUCIE PROJECT NO. P24-154 LQ.E.------- IRRIGATION QUALITY EASEMENT 1/4 OF SECTION 9-36-39 194 .- 155 460 N �. 232 H' r P.F.M.----- PERMANENT REFERENCE MONUMENT 193 LTC RANCH WEST PHASE 1 461 a'' .o ■ 237 233 U 457 '>,' ■ CORNER OF --------- INDICATES SECTION CORNER I 192 ( )00 00 00462 `� ■ 234 i PLAT BOOK 111 PAGES 1-23 236 1 #I-##- ## -- SECTION - TOWNSHIP - RANGE I 191 00 00 00 o^0 152 463 456 TRACT 0-1 J9*45'518" .- NSLRWCD ---- NORTH ST. LUCIE RIVER WATER MANAGEMENT DISTRICT 190 151 455 C' - - -�- _ _ _ _ _ _ _ _NORTH BOUNDARY OF TRACT 0-1, b-2 W - - - INDICATES SET P.R.M. 1/2" (IRC) IRON ROD AND CAP TRACT 0-3 249.21' 454 P.C. N90 00 00 �V TRACT O-2 � I _ STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. 437 858.26 I TRACT I SOUTHEAST CORNER OF 453 438 41 416 o RW" SECTION 9-36-39 ■ 43----------- INDICATES FOUND P.R.M. 5/8" (IRC) IRON ROD AND CAP 436 NORTH BOUNDARY 418 v 415 v I CORNER LOST C;eoP o STAMPED "PRM LB4286" UNLESS OTHERWISE NOTED. 439 Of a a CORNER / 452 435 OF TRACT R 1 t 419 414 1744.83' ®--------- INDICATES FOUND P.R.M. 5/8" (IRC) IRON ROD AND CAP 440 LTC RANCH WEST PHASE l 9 10 � t-Ve�1111g, � tl C . Su STAMPED "PRM L83591" UNLESS OTHERWISE NOTED. SOUTH LINE OF THE SOUTHEAST L / / - - - - - - - LINE OF SECTION 10-36-39 528 NORTHLAKE BLVD, STE 1040 /FAX:/ (813) 248-2266 - - - - - - - - INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" 1 4 OF SECTION 9-36-39 (PLAT BOOK 111, PAGES 1-23) SOUTH `- - ALTAMONTE SPRINGS, FLORIDA 32701 WWW.GEOPOINTSURVEY.COM - - - -39 NORTH LINE OF SECTION 15-36-39 PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 , NORTH LINE OF THE NORTHEAST 1/4 OF SECTION 16-36 16 15 / i PLAT BK 132 PG 27 / Curve Data Table No. Radius Arc A Bearing Chord C3 780.00' 331.37' 24'20'27" S78'54'34"E 328.88' C4 2158.00' 95.88' 2'32'44" S24'32'01 "W 95.87' C5 41.00' 32.12' 44'53'26" S45.42'22"W 31.31' C6 123.00' 197.96' 92'12'49" S22'02'41 "W 177.28' C12 200.00' 190.67' 54'37'20" N50'41'34"E 183.53' C13 200.00' 314.16' 90'00'00" N45'2V14"W 282.84' C19 200.00' 40.64' 11'38'32" N06.10'30"W 40.57' C20 200.00' 273.52' 78'21'28" N5110'30"W 252.70' C28 548.00' 118.41' 12'22'48" N84'09'50"W 118.18' C29 25.00' 39.27' 90'00'00" S45'2V14"E 35.36' C30 225.00' 0.42' 0'06'23" N00'24'25"W 0.42' C31 25.00' 34.08' 78*06.19" S38'35'32"W 31.50' C32 225.00' 213.09' 54'15'48" N5030'48"E 205.22' C33 50.00' 218.63' 250'31'44" S78'07'02"W 81.65' C34 25.00' 30.77' 70'31'44" N11'52'58W 28.87' C35 175.00' 165.01' 54'01'30" N50'23'39"E 158.96' C36 25.00' 34.50' 79'03.30" S63'03'51 "E 31.82' C37 225.00' 262.40' 66'49'08" N56'56'40"W 247.78' C60 175.00' 274.89' 90'00'00" N45'21'14"W 247,49' C70 225.00' 31.71' 8'04'25" N73'36'29"E 31.68' C71 225.00' 46.90' 11*56'31" N6336'01"E 46.81' C72 225.00' 46.90' 11*56'31" N51'39'30"E 46.81' C73 225.00' 46.90' 11'56'31" N39'42'58"E 46.81' C74 225.00' 40.70' 10'21'49" N28'33'48"E 40.64' C75 50.00' 78.50' 89'57'34" N21'45' 18"W 70.69' C76 50.00' 60.96' 69'51'02" S78'20'24"W 57.25' C77 50.00' 53.35' 61'08'16* S12'50'45"W 50.86' C78 50.00' 1 25.68' 1 29'25'27" S32'26'07"E 25.40' i I LTC RANCH WEST POD 2 PHASES 1 AND 2 , SHEET 4 OF 10 PLAT 3 a BEING A REPLAT OF TRACT " I ", LTC RANCH WEST POD S PHASE 1, ACCORDING TO THE PLAT THEREOF, BOO. K RECORDED IN PLAT BOOK 131, PAGES 20 THROUGH 32, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTIONS 9 AND 10, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA i LTC RANCH WEST POD 5 PHASE 1 I ' (PLAT BOOK 131. PAGES 20-32) I ` EAST LINE OF THE NORTHEAST SOUTH BOUNDARY 1 /4 OF SECTION 9-36-39 OF TRACT 3 TRACT 3 ` WEST LINE OF THE NORTHWEST \LTC RANCH WEST 1 /4 OF SEC11ON 10-36-39 POD 5 PHASE I N88'55'127- 1074.20' (PLAT BOOK 131, PAGES 20-32) / 384.09' 10.00' P.U.E. (PLAT BOOK 131 PAGES 20-32) _ _ _ _P.C.. _ _ _ _ _ _ _ _ _ _ C_1711 83 a------------------TRACTO-3 9653 SF o (OPEN SPACE) >- to\ (1.044f ACRES) ' - - C/s2 TRACT 3 \ Jaa a� 384.72' S88'55'12"W ' N01'04'48"W C184 W b�I / C30 \ 24.00' L.M.E. TIE LINE 24.00' I ' pr / LEGEND I ABBREVIATIONS: v LS- - - - - - - - LICENSE SURVEYOR LL o.E `�----------------------------- - _ i U o c� o 337.33' S88'55'12"W R=706.00' ` \ ♦` Sss• I `SS6+• / _/�. N ►'� �_ R=24.00' L=56.23' I v (NR s F - 0, 3 , ?r .. / N I�L=37.39' A=004'33'48" ) 73 ,' 6-' I I / 1 823, . �C� C33 , o IrN TRACT FD-3 A=089' 16'07" R=24.00' S6 (^,R sg T8 �J (FUTURE DEVELOPMENT) L=42.04' 63� 6" 08 SF / /' oo ??8S6' (0.029f ACRES) n n I A=100*22'30" / p n (DETAIL A M F + ^ h Nss. (NR) (SCALE 1' - 5.00') ( R=21o.00' I �' U r 4s4°�,U C? 200 44?j1Y NN. -0 SOUTHEAST SOUOF THER T3CORNER L=113.45'----I 8?84 SF o A=030'57'08 ' $ss•3NR) �` C?0• f - - Qp o ( f� O6 cp / 4 ) 12.1/6,' 'Nss(N 3R=24.00' 6 -' 4 sS0017 0to A-040'2832"s'30O'I SF �-0 Fla. * - NC202 6•F s. w � w � 0 LLI `n.16/ .' 600 65w -n ? 00 /N 60Q S3�•°06 •`I`oy'o ,,� / , , /j WEST RIGHT-OF-WAY T-OF-WAYO00 M3sF OFTRACT R c2o1 10 ,o,,/8 TRACT/S.M.T:2 6. °j 17 30 0 �V� (W.M.A.E./I.Q.E) Q 6500 SF 0 \o\I o (5.333t ACRES) // Sss.3 6S0o? pSC v��/' v/ + �3oQQ, 6500 DETAIL "B,r , o I °' / �� ,Os'F F roo m�4/ �� o ,'/ ?00, �F Nss3� o 'C, Soo. (SCALE 1 = 5.00) z ( / ho 30 Q / o �' O6 �"� 5663�Q h QO Sr // / oo, /�; '300°, 0 0�5001 00 �3oQo• /,moo h°/� pS<.�F663�06'iv h° 0 V w / aLj i rtv/ ?Q oo • 71SQ sF / /' / / / 130 6500 oS6E ` �F /0 �'o o / Hs6. oo ti °> oo j 3,�sa`•00• / p N o / 3�06 N ( w h� .30°0. F ``/�hh09 h '�� I rs /', s1ipi? /Qs R=24.00' / = ryN ?5 1` �� / h°L `�° ") / / I3G! 0 ° SF i 4% L=37.70' . " 2N S66, "ISO QOQ.�,�/ `O �ryN o / °� N6 00, A=090'00 19 / 3�• SF / rw /) o / s• ,� , Q / 4o h N N89'38'46"E moo. Q QQ. �h• ryry N ti ti \ �O 00. >>S0, t.F ; o tLj'� r12.08' R=379.00' �> '6 , / \ - ` 20/ / Q" Q o - _ L=232.41' / S66. CS00 S�. ' // 2 =`� ,� , / ,� N66 �/ 00• -- _ A=035'08'05" / 3�• / , CO o / / Q• ) h) n rr S89'38'46"W -' / o° oo O6"f /!oo / ;,� / 1000, \0Q, ` \ /nh' �, /, DETAIL C 60.09' 24.00' %"' R=24.00' o. -13 `� / :� -- (SCALE 1" - 5.001 60.00' C15 L=42.47 / N h i? Q�D Q0 00� 0.09 1 A-101'23'57 / 6 / _ / >> SEE w + + Cl / 5663 SQO SQ DETAIL ++ ++ Cl 08 C185 / oo �Q6"F /oo Q� oo/' I N663�. w "D„ N / + \ _ h° 1300 /'ho Q>� h ' i °6 o M O voi N o + + S 65008 ' O' / , 730 I 00 SF ' + c o con b oN N ip M °/o ��9 �' 'F ,'oo o. / 66 3), SEE oo �- o +� + � `', �� 130 0 , o• U `', , // O6 ,/ DETAIL _M oo + ++ o �� ,�o C 187 64 ?9 Q //,� / / /131Q00. ss0� SF / Irv' . ., + o p 84 / / - - - - - - -0.09 _ + +► o S66.3'�'R) SF , // , o / I / / • 300 o C85- - L ` 1 o �ti `� �, 0�� F ' ♦ o ,t,^,�o ��° �. °6ti '� - ?'jai ?1.00, /' ho ♦ L31 cw Sv)V 84 °� J �h (OP?. / // / 6S00 ' ♦ o P.T. S CREST Q�� (0 Q S�°q O �30 °0. SFI ci /o� ♦ �; o.00• OOp e o0 0° ►. F o 9s,� ♦ L32 N R/Gy/ PRjI, 83 \ .yo' 'S `' „� RfS) iCB ----- LICENSE BUSINESS DETAIL rrDr, _46.81' _ , _ C123, �O�` qy �Y _A�6 g$ / ,� �' IO.R. - - - - - - - OFFICIAL RECORDS BOOK SCALE 1w - 5.00 - _,7 \ �k' �,oT°� �-, ,''�o a �3 sSo° SFpp cCR- - - - - - - - CERTIFIED CORNER RECORD o o ' C' 0 �� �� °o , a , 6.67' 6.E . w o U.E.--------- UTILITY EASEMENT 0 3 F z b.E.----__-- DRAINAGE EASEMENT _, F- w /� , / o' 9°'� ' . ' S /mom' = w ,.N o, C� ri ' �' .' h i 68) 6.67' „` Q M.E. - - - - - - WATER MANAGEMENT EASEMENT IIN 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 �.R.C.- - - - - - - POINT OF REVERSE CURVATURE C.- - - - - - - - POINT OF CURVATURE T.- - - - - - - - POINT OF TANGENCY p w 3 rn o 3 ,o o, �� o d'� - °� GS 5•300 Sir /s 0 Q /CS ^off ?\ u`�� 'y0 �\�\ -- i�G$ G,ti G� O• /Q 46.81 • =N �16�' �I C191- p0..Oo, s�, 80.00' �C' -----------�/�j�`90 c� ,� -C10- 00. o o� 130.00' o, d3, �' ��� •. I // N89'38'46"E s N83' 14 39 E N m G-- 890.19' 25.24• C30 'aNr N89'38'46"E �I a 0. 99.99' 20.00'X22.00 h w w I SEE „ O.L.------- POINT ON LINE P.S.L.U.E.�, 1-1 i i ; DETAIL A �,� DETAIL E _ti = o / .D.- - - - - - - - IDENTIFICATION (SCALE 1 - 5.001) w r b 10 TRACT A i I- J' N N N 1 to / .Q.E. - - - - - - IRRIGATION QUALITY EASEMENT L13 bol rn rn i /' �500, (AMENITY CENTER) I i N _ s TRACT O-1 I R.M.------- PERMANENT REFERENCE MONUMENT N (2.930f ACRES) I i ` O�°'°� (OPEN SPACE) --------- INDICATES SECTION CORNER o 7.00' U.E.--t ' N i G�� (1.592t ACRES) I / z i i o r•i ai I C13g / 11 -##-## --- SECTION - TOWNSHIP - RANGE i z .14" / c� NSLRWCD ---- NORTH ST. LUCIE RIVER WATER MANAGEMENT DISTRICT 5.00' P.S.L.U.E. i N�84505g' �./ ¢. I t 10.00' P.U.E. - - - - - - - - - INDICATES SET P.R.M. 1/2" (IRC) IRON ROD AND CAP----.1------- ••.•••••-•---_-•---- 1--- -- 12.06' STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. MATCHLINE - SEE SHEET 7 OF 10 c�� -N89'38'46"E - - - - - - - _ _ _ _ ���' Q�G• 48.23---""-- -` - - - - - - - INDICATES FOUND P.R.M. 5/8" (IRC) IRON ROD AND CAP C28 - - - STAMPED "PRM LB4286" UNLESS OTHERWISE NOTED. G ®--------- INDICATES FOUND P.R.M. 5/8" (IRC) IRON ROD AND CAP STAMPED PRM LB3591 UNLESS OTHERWISE NOTED. ®--------- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" �i i i LineXDataTable No. iBearing Length `L1 N78'00'14"E 43.38' l2 N66'37'06"W 25.00/ L11N `S89'3$'46".W_ ,22 00' L12 S0012V14"E 20.00 j L13 N89'38'46 E 2 .2 00' L19 N68'15'39"E 95.55' L20 S66'37'06"E 88.51' L21 N68'15'39"E 88.72' L24 N20'46'57"W 69.56, L30 N89'38'46"E 165.10' L31 N89'38'46"E 8909' L32 S89'38'46"W 890.19'', PAGE a1 1910 1 30 .0 120 SCALE: 1 .1 Curve Data Table No. Radius Arc A Bearing Chord C79 175.00' 52.55' 1 T 12' 16" N31'59'02"E 52.35' C80 175.00' 112,46' 36'49' 14" N58'59'47"E 110.54' C81 225.00' 36.81' 9'22'29" N28'13'20"W 36.77' C82 225.00' 46.96' 11*57'30" N38'54'47"W 46.88' C83 225.00' 56.40' 14'21'41" N52'04'23"W 56.25' C84 225.00' 61.21' 15*35'12" N67*02'49"W 61.02' C85 225.00' 60.92' 15*30*49" N82'35'50"W 60.74' C121 175.00' 19.55' 6*24*07" NO3'33'17"W 19.54' C122 175.00' 192.89' 63'09'12" N38'19'57"W 183.27' C123 175.00' 62.45' 20'26'41" N80'07'53"W 62.11' C131 355.00' 338.44' 54'37'20" N50'41'34"E 325.76' C132 186.00' 165.38' 50'56'34" S03'11'38"W 159.98' C139 355.00' 52.25' 8'25'58" N73'47'15"E 52.20' C 140 355.00' 73.99' 11'56'31 " N63'36'01 "E 73.86' C141 355.00' 73.99' 11*56'31" N51'39'30"E 73.86' C143 355.00' 64.21' 10'21'49" N28'33'48"E 64.12' C144 186.00' 50.21' 15'28'02" S20'55'54"W 50.06' C 145 186.00' 52.93' -16' 18' 13" S05'02'47"W 52.75' C146 186.00' 62.02' 19'06'15" S12'39'27"E 61.73' C147 355.00' 68.41' 11*02'30" N27'24'47"W 68.3V C148 355.00' 74.09' 11'57'30" N38'54'47"W 73.96' C149 355.00' 88.98' 14'21'41" N52'04'23"W 88.75' C150 355.00' 96.57' 15'35'12* N67'02'49"W 96.28' C151 355.00' 96.12' 15'30'49" N82'35'50"W 95.83' C179 123.00' 58.37' 27'11'29" S54'33'21"W 57.83' C180 2158.00' 45.85' 1'13'02" S23'52'1O"W 45.85' C181 2158.00' 50.03' 1*19*42" S25'08'32W 50.03' C182 780.00' 139.59' 10'15'15" N71'51'58"W 139.41' C183 780.00' 191.77' 14'05'12" N84'02'12"W 191.29' C184 730.00' 310.22' 24'20'53" N78'54'21"W 307.89' C185 355.00' 424.18' 68'27'42" N56'07'23"W 399.40' C186 355.00' 136.84' 22'05' 11 " N32'56'07"W 136.00' C187 355.00' 9.70' 1'33'56" N44'45'40"W 9,70' C188 355.00' 277.64' 44'48'36" N6T56'56"W 270.62' C189 45.00' 65.66' 83'35'53" N48'33'17"W 59.99' C190 45.00' 49.60' 63*09'12" N38'19'57W 47.13' C191 45.00' 16.06' 20'26.41" N80'07'53"W 15.97' C201 50.00' 0.14' 0'09'25" N23' 18' 11 "E 0.14' C202 186.00' 0.22' 0'04'05" S22' 14'37"E PSLUSD PROJECT NO. 11-642-03 CITY OF PORT ST. LUCIE PROJECT NO. P24-154 e0p. I nt Sul vI / eying, Inc. S28 NORTHLAKE BLVD, STE 1040 rAX:,,,/(813) 248.2266 ALTAMONTE SPRINGS, FLORIDA 32701 V1WW.GEOPOINTSURVEY.COM PHONE: (321) 270-0440 / LICENSED, BUSINESS NUMBER LB 7768 PLAT BK 132 PG 28 LTC RANCH WEST POD 2 PHASES 1 AND 2 BEING A REPEAT OF TRACT "I ", LTC RANCH WEST POD 5 PHASE I ,ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 13 I ,PAGES 20 THROUGH 32, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTIONS 9 AND 10, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA Y a SHEET 5 SHEET'4 SHEET 5 OF 10 PLAT BOOK PAGE al LTC RANCH WEST - - POD 5 PHASE 1 TRACT 3 (PLAT BOOK 131, PAGES 20-32) SHEET 10 / OFUNBO ACT 3 DARY',' x _ SHEET Sill I I I IIISHEET 7 i a i I N88'55'12 "E 1074.20' 0 A08'55'44 "E .371.27 690.11' _ _ _ _ 10_00'-P.U_E_ (PLAT BOOK-131, PAGES 20-32) _ _ _ _ _ _ _ _ Z r r r r •. r r.- r r \ - - - P.U.E. (PLAT BOOK 131, PAGES - -- - ----------------------------- ----------------------- SHEET 9 � � � SHEET 8 I' I � � 60 0 30 60 120 j KEY MAP: SCALE 1,. _ 800.00' SCALE: 1" = 60' „ � I o LL O to w 2 � I � � W w U i TRACT FD-1 to o w FUTURE DEVELOPMENT) � ( � b Z (46.325t ACRES) z = U � I � o� LL r Of o� w� _� j w� W Z J � U� N7g•25'12 E N89'38'46"E I' ' 1 I 820.01 �' / 1' 1 125.0025.00' I 70.00' 60.00' 60.0060.0060.0010.28' 5.4075.00.0.00' ... N85'53'24"E 25. 1 o to 1 1. Gh7 s�a r' OOO. 2`J-� �N wN CQ 11,I ,?1 25.00`Nt' I 25.OQ' NO-1 ;1I,11 d4�• a:- �r r - \�`I, _ -II N j l:- r /ob �II O `n\I1 ji w w w N lI� w id w :1 o 50.00 to N N 3 I 1 b 0C o LL_ NLi o� tj 0 N jo n o n 0 0V) V) Lu O I b w w Uo cc)!o o o O 1 � 0Or) qo w p 1 co o �o ��N0I Yto [Po ¢t�Cl) chp -I OMO o 0 000 00 0vi � 000 LJ �J co ,bo ao0 o 10 O o o o Q Oo a O 0 r o O o o O1 0� IJ O pwNb0OO 1 0Nb O p C? Or0 M ,IO Z 0 cn 1 .F I�- G�� - -` - '- - 45.01 -50.00- 60.060.00" -�'`-`'''' 000 b N89'38'46"E 590.00' o o N89'38'46"E LEGEND / ABBREVIATIONS: 2R�. cab 1• C21 s75.10' / iN 215.10' N 11s5.10' to SUNCREST LOOP _ , / P _- _ N p LSI-------- LICENSE SURVEYOR C135 20, N89'38 46"E 890.19' o P•1• 9j S0 62 sr ,' lb P.C. oo (50.00' PRIVATE RIGHT-OF-WAY) / o ,� I • LB -------- LICENSE BUSINESS 8> �J o . . G vi I I c'n�, ( N� / • 0• P 890.19 S89 38 46"W �.-------- OFFICIAL RECORDS BOOK �3°00. 'oo, S� PGR�Si , _ _ C124- - 53.38'- - _ 60.00_ _- _-60.00_-_- - _-60.00_ _ _ 60.00_ _- _ _65.00'- - - - --65.00' - - - -60.00'- ---- _ _ 60.00_ _- _60.- _ _ _ _6 - - ` _ _ _6- - _ _ _ _60.- _ _ _ 60.00_ _ _ CCR------- -'- CERTIFIED CORNER RECORD ' A - - � _ _ I i _ _ _ _ _ __ v S , � 10� I I _ U.-------- UTILITY EASEMENT S�SsI•�� , �,G� �ti o 0 o b b '`' b b b o 0 0 0 o b (4, 0, -4 0 0 0 0 -� 0 0 0 0 0 0 0 0 0 0 0 0 D.-------- DRAINAGE EASEMENT S �J �' G`t Oh o 0 0 o N o o I I ci o 0 o ci o 0 0 0 8) r/ G '` G' N w w w tL w o w I �_ - 1 tL [, tL w w w w w W.M.E. - - - - - - WATER MANAGEMENT EASEMENT SF GI° L cn cn � o cn r to tw o N N rn V) rn � o, l �,' t" m� r-o 000 rno oo �o IN of �o �o �o �o \moo ��o o00D a°'o. E.ILE.E. ----- EMERGENCY INGRESS/EGRESS EASEMENT 130 , r r e3 ►� o ti o � 'n CO o �n M o o o .o_ / o` �� �� - - - - - - 00 .00 , oo �i w , � i 000 w w �t 00 .t 3 10 .-1 .r 00 ao 00\� ao .r 00 L.M.E. LAKE MAINTENANCE EASEMENT o0 0 00 - r - r r r r r r l�Is E // ! C4 n0 r r r r b 1 Z , r L.M.A.E- - - - - - LAKE MAINTENANCE ACCESS EASEMENT _� 95�•�4^ ' `s���s o N N N N N 0 I 1 N `�' `�' N 0 N N N (NR� 11'oo b b b b b oN 1 1 b0 bo 0 0 0o bo 00 00 P.U.E-- - - - - - - PUBLIC UTILITY EASEMENT 52 , �� 1p^ z z z z z 1 1 z z z z z z z z P.�.L.U.E. ---- PRIVATE UTILITY EASEMENT 939j SF o i�,�50' C301 ' v i 1500, 53.38' 60.00' 60.00' 60.00' 60.00' 65.00' 65.00' 60.00' 60.00' 60.00 60.00 60.00 60.00 60.00 P.I.- - - - - - - - POINT bF INTERSECTION (NR) 1 �' S7l 03, o' C F g� 8to.19' L S84'08'51 "E r 1 13 ?2^E �,'� SOT26'39"E 24.00' L.M.E. N89'38'46"E 890.19' ,r' 24.00 L.M.E. - - - - I P.K.C.- - - - - - - POINT OF REVERSE CURVATURE 130.00' , N ?50• 0•00• G.�o, 24.18' TIE LINE - �- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - - - - - - - - P.�.-------- POINT OF CURVATURE Ln - - - - - - - - - - - - - - - - - - - 759.19' S89'38'46"W � I c� ► I C194 - R�24.00 � P.T-- - - - - - - - POINT OF TANGENCY 53 I I / R=24.00' ( L=37.70'�\ ' L 1 I co Ja: 00 1 1 4 �L=37.70' _' �N P.U.L. ------ POINT ON LINE L25 8494 SF N N 2 N I 7 I A-090'00'00" N 1 -' N I 10526 SF N N w A=090'Qo'00" I rn I.D.-------- IDENTIFICATION �; ' M 25.00' 25.00' I °; M iT I t PSLUSD PROJECT NO. 11-642-03 iv rh N89'38 46"E 130.00' 1 I �r (� I (D t I.Q.E- -- - - - - IRRIGATION QUALITY EASEMENT °' - 1 I " fO L N _ 130.0o ss9'38'4s W i N TRACT S.M.T. 1 �I CITY OF PORT ST. LUCIE PROJECT NO. P24-154 P.K.M.----- PERMANENT REFERENCE MONUMENT 0 00 I N (W.MA.E./LQ.E.) j - INDICATES SECTION CORNER z P6 �r I (10.963t ACRES) ---•----- _ r _ N to b Ii-#-# -- SECTION - TOWNSHIP - RANGE N (rn NI N5LRWCD - - - - NORTH ST. LUCIE RIVER WATER MANAGEMENT DISTRICT Z i li of f'--------- INDICATES SET P.R.M. 1/2" (IRC) IRON ROD AND CAP I ZI STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. --------- " (IRC - - rr�-rrrrrrrrrrrrrrrrrrrrrrrrrrrW-rrrrrrrrrrrrrrrr�rrrrrrrr,hrrrrrrr rr r_rrrrrr,rrrrrrrrrrrrrrrrrrrrrrrrrr �•rrrrrrirr r•rrrrr• `INDICATES FOUND P.R.M. 5/8 ) IRON ROD AND CAP MATCHLINE -SEE SHEET 6 OF 10 MATCHLINE -SEE SHEET 7 OF 10 eoP O STAMPED "PRM LB4286" UNLESS OTHERWISE NOTED. I t 0- - - - - - - INDICATES FOUND P.R.M. 5/8" (IRC) IRON ROD AND CAP j S u rveyi nag, In STAMPED"PRM Le3591., UNLESS OTHERWISE NOTED. � / / - INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" � � 528 NORTHLAKE BLVD, STE 1040 FAX:/ (8 t 3) 248-2266 ®-------- ALTAMONTE SPRINGS, FLORIDA 32701 VIMI,W:GEOPOINTSURVEY.COM PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 Line Data Table No. Bearing Length L22 N2TO5'22"W 22.81' L25 N00'21' 14"W 643.92' L26 N00'21'14"W 618.92' L27 N00'21'14"W 1028.92' L28 S00'21'14"E 618.92' Curve Data Table No. Radius Arc A Bearing Chord C14 200.00' 314.16' 90'00'00" S44'38'46"W 282.84' C21 200.00' 14.92' 4' 16'25" S87'30'33"W 14.9 V C22 200.00' 299.24' 85'43'35" S42'30'33"W 272.10' C38 25.00' 39.27' 90'00'00" S45'21'14"E 35.36' C39 25.00' 39.27' 90'00'00" N44'38'46"E 35.36' C40 25.00' 39.27' 90'00'00" S45'21'14"E 35.36' C41 25.00' 32.70' 74'57' 10" N3707'21 "E 30.42' C42 225.00' 29434' 7457' 10" S3T07'21 "W 273.80' C61 175.00' 274.89' 90'00'00" S44'38'46"W 247.49' C86 225.00' 45.83' 11*40'15" S68'45'48"W 45.75' C87 225.00' 56.04' 14' 16' 1 1 " S55'47'35"W 55.89' C88 225.00' 56.04' 14' 16' 12" S41'31'23"W 55.89' C89 225.00' 56.03' 14' 16'09" S27* 15' 13"W 55.89' C90 225.00' 56.02' 14'15'57* S12'59'10"W 55.88' C91 225.00' 24.38' 6'12'26" S02'44'59"W 24.36' C124 175.00' 21.69' 7'06'07" S86'05'42"W 21.68' C125 175.00' 194.26' 63'36'01" S50'44'38"W 184.44' C126 175.00' 58.04' 19'17'52" S09'17'42"W 58.66' C 135 355.00' 392.05' 63' 16'31 " S31' 17'02"W 372.43' C152 355.00' 88.38' 14'15'52" S55'47'22"W 88.15' C153 355.00' 88.38' 14'15'52" S41'31'30"W 88.15' C154 355.00' 88.38' 14'15'50" =15'39"W 88.15' C155 355.00' 88.45' 14'16'33" S12'59'27"W 88.22' C156 355.00' 38.46' 6'12'25" S02'44'58"W 38.44' C192 45.00' 70.69' 90'00'00" S4C38'46"W 63.64' C193 45.00' 49.95' 63'36'01" S50'44'38"W 47.43' C194 45.00' 15.16' 19'17'52" S09-17.42-W 15.08' C301 45.00' 1 5.58' 1 7'06'07" S86'05'42"W 5.57' PLAT BK 132 PG 29 1 a (i s KEY MAP: :11 /1 Curve Data Table No. Radius Arc A Bearing Chord C43 25.00' 39.27' 90'00'00" N4438'46"E 35.36' C44 25.00' 39.27' 90'00'00" N45'21'14"W 35.36' C45 25.00' 39.27' 90'00'00" N44'38'46"E 35.36' C46 25.00' 39.27' 90'00'00" N45'21'14"W 35.36' C47 25.00' 39.27' 90'00'00" S4438'46"W 35.36' C62 25.00' 39.27' 90'00'00" S45'2V14"E 35.36' C68 25.00' 39.27' 90'00'00" S45'2 V 14"E 35.36' C69 25.00' 39.27' 90'00'00" S44'38'46"W 35.36' C373 19.00' 29.85' 90'00'00" N45'21'14"W 26.87' C374 12.00' 18.85` 90'00'00" N45'21'14"W 16.97' LEGEND / ABBREVIATIONS: LS -------- LICENSE SURVEYOR LB -------- LICENSE BUSINESS O.R1.-------- OFFICIAL RECORDS BOOK CCR-------- CERTIFIED CORNER RECORD U.E -------- UTILITY EASEMENT D.E -------- DRAINAGE EASEMENT W.t .E. ------ WATER MANAGEMENT EASEMENT E.I.�.E. ----- EMERGENCY INGRESS/EGRESS EASEMENT L.MIE. ------ LAKE MAINTENANCE EASEMENT L.MIA.E. ----- LAKE MAINTENANCE ACCESS EASEMENT P.U.E.-------- PUBLIC UTILITY EASEMENT P.S1L.U.E. ---- PRIVATE UTILITY EASEMENT P.I. -------- POINT OF INTERSECTION P.RI.C-------- POINT OF REVERSE CURVATURE P.C1 -------- POINT OF CURVATURE P.T. -------- POINT OF TANGENCY P.O,L.------- POINT ON LINE I.D.-------- IDENTIFICATION I.Q. .------- IRRIGATION QUALITY EASEMENT P.R,M.------- PERMANENT REFERENCE MONUMENT - INDICATES SECTION CORNER ## ##-## -- SECTION - TOWNSHIP - RANGE NSLRWCD ---- NORTH ST. LUCIE RIVER WATER MANAGEMENT DISTRICT E L-------- INDICATES SET P.R.M. 1/2" (IRC) IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. 43- - - - - - - - - INDICATES FOUND P.R.M. 5/8" (IRC) IRON ROD AND CAP STAMPED "PRM L84286" UNLESS OTHERWISE NOTED. ® -------- INDICATES FOUND P.R.M. 5/8" (IRC) IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. t� -------- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP L87768" LTC RANCH WEST POD 2 PHASES 1 AND 2 BEING A REPEAT OF TRACT " I ", LTC RANCH WEST POD S PHASE I ,ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 13 I ,PAGES 20 THROUGH 32, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 9 AND 10, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA W w w N 0) M rn to N b 0 z N0o'21' 14"W 50.00' N89'38'46"E 130.00' -I � 1 0 54 t $ 7800 SF N89'38'46"E 130.00' 1 t it 1 0 55 I I 0 0 7800 SF I o co I to t N89'38'46"E 130.00' i lI 1 0 56 1 I 0 0 7800 SF + r7 1 N89'38'46"E 130.00' i + 7.00' P.S.L.U.E.: , vl 0 57 to 7800 SF 1 / o c00 1 N89'38'46"E 130.00' i 7.00' U.E.---+ tt 0 t�0 58/ 7800 SFto it t N89'38'4fi E 1,30.00' 1 11 59 1 i 00 4 50 SF i o0 /two 1 two 20.00' W.M.E. 10.00 /1 \ //N89'38'46"E / __" __130.00'_ 7 10.00' +/! o 60to / o to 8450 SF,,,V/ I m N89'38'46"E 130.00' 1 1 11 0 °N' 61 1 7800 SF coo t too N89'38'46"E 130.00' t O 'v 62 + O z 7800 SF j 1 0 N89'38'46'E 130.00' I i 1 t' +o 0 63 1 to 0 7666 SF i (o - N89'38'46"E --105.00'- 0 0 N 155.00' 0 0 to N � + • • I i 130.00' S89'38'46"W i 1 o t 73 00 25.00' 25.00' 0 1 7800 SF too 1 1 i + 1 130.00' S89'38'46"W MATCHLINE - SEE SHEET 5 OF 10 1 i w 00 1 72 o a coo 1 7800 SF 1 -.1 �r 5.00' P.S.LU.E. 00 t7 1 ci I 1 130.00' S89'38'46"W I � I + 4! 1 Cy o i 71 0 1 / E-• too 1 7800 SF 6 0 i 1 U t 1 0 r-7.00' U.E. I 1 N � F-t 1 1 130.00' S89'38'46"W • 1 o 70 00 1 / oto i 7800 SF too 1 1 LLi l t 130.00' S89'38'46"W rn I �� �/� ! t � I TRACT S.M.T. 1 ; °_° N �,1�69 0 1CID 0 (W.M.A.E./I.O.E.) O tO\ iv b too,' 7800 SF too rn 10 (10.963f ACRES) U- co Kim 1 , ti i co I� C° N+ "/i 30.00' S89'38'46"W N I rn 1 W O I b 1N 1 2 N 0_0 tZ 68I Z 1,* 1 U oto 00 150 SF o W1/ I V) i /10.00' 20.00' IN WE I t + 1/ S89'38'461W / 1 / 130.00' i 1 1 J 1 ~ t; 10.00 o I 1 oto 67 Q f0_ + 4 0 SF ` = /o 171 8 5 1 1 R 24.00' I O / t L-37.70' , J tE �I A=090'00'00" 130.00' S89'38'46"W \/, 1 Lam_ �___ ^__ _N89'3_8'- _759.19___^_______ ; LLB O i / 0 \ / 1036.20' S89'38'46"W (NR) 0 i 66 a 24.00' L.M.�� 855.19 24.00 L.M.E. s , Za to I 7800 SF to 40.00' 50.00' 52.50' i 1 52.50' 50.00' 50.00' 50.00' 50.00' S0.00' i I '� i 130.00' S89'38'46"W �� o -_ 0+ +I \O N N ob o o [N No o65 N[n tn 6500SNN to [!nNo CN O NO NO DO N O Nto O NO O C7 O `1 Ot7O b � O- tt[ht" 130.00' S89'38'46"W � t�O t70 01 LCD 0'O�0 o to 0 to 0IOI O N0 t�0 a-O 0 0 LO1 64 0 o/M O 0 C; O O O 0M 0 7666 SF O0 r 1� to - ___________ __ /- � 1 I __ -- --� - -- - ----� - ----- ------ cs - - - - - - -105.00'- - - - - -40.00' - 50.00' -� - 52 50'- L i 52 50' _ - 50.00'- - --50.00' �- �-50.00'% - 50.00'- - --50.00' - N89'3;46"E 1093.99' _ - to 0 1 soo.00' MOON/ IR SE LANE N 1 P.I. 1341.07' ",S89'38 46" i(NR) (50.00' PRIVATE RIGHT -OF -WAS o P.O.L; TRACT R (10.318f ACRES) % N89'38'46"E 1077.92' N 1 'f Wd Wd 'W- 40.00 105.00' S89'38'46"W 28.33'-40.00'40.00'- 40.00'--40.00'40.0040:00=-40.0040.0040:00i40.0040.000 .- - -- -- - - -- - - - -- W - - -- - - -- -- -T W _--_--W - -W__- Wit 111 O 111 I1i r- O [O lW _;O W _ WO O O O O 0 N N N N N N N N O W L b W 4 W W O W W 0 Vn 0 N U)NN NN V) V) nN[n 0� r0 O V) to U).t nM U) V) V) o N O0 -`0 / 'O 0 0 0 3 - O O OOEO MO O t7O C')O MO C7tO MO OCl)CMS 'ro0 MMO C7m0 2C14 N/ OL I- N N N N N t tri 0 to O L0 O to 0 to O to 0 to 0 to O to O to 0 to 00O N O O O O 0 O 0 O O 00 p '- 0d I N N O O O O O O O O O O�O o00Lq - W N o it 5.00 0 w WN N O 1 P.S.L.U.E.Zz r zN89U 1115.75 0' 40.00- ws T 53.33- 40.00- 40.00-40.0040.00-40.0040.-.-..-.-..w 0'_w o ' � 53.33_ .40.00_ .40.00- --40.00.4.__.--._..- ._.. _ U 010 IM) + 1 7.00 [ti Q W M N N N 1 +- 0 Q W W W W W W W W W W W W 1 EY 6 b b b U.E. o o to 0 `tr tst <t v J !-+ z z Z+ 1 0 0 f- o 0 :- :- _ 0 i O O tO N N N N N N N N N N N U tri 1 ►� a [� r- o o tt w o tL o bo o N o N o V) o (n o ��o Q 1 O i r [n z� N V) M V) � V) V) V) V) V) V) r [n V) CID V) m V) 0 V) V) N [n M V7 It V) i NO0) i NO NO 1 NO NO W NO -� NO NO NO NO NCID O NO NO \CID NO 1 (( r- a' N� N d N N N [n N N N N N N N NN . 1 t tD to .- to •- to 0 to O 0 to O to O to O to O to O to O O to 0 to O _ _ _ O O O O 0 O 0 O �O 25.00' 25.00' 11 C373 N N N o 00 0 0 O M 0 0 M M roi o oM 1 M to 1 1 1r�C374 0 0 0 lYz z z ----------- ---------t--4 --- ------- - - - - -- --- -28.33' - 40.00'- 40.00'--40.00' _ - 40.00'-40.00'-40.00' - - 40.00'- 40.00''0.00' - - 40.00'- �40A0''-40.00' - - 40.00'- 1 o I 1057.98'' S89'38'46"W I 0 O 1 _ _ soo.00' EVERBREEZE DRIVE N a 1 O N 50.00' TP.I. 1 t14 0 0 1205.98' S89'38'46"W (NR) (50.00' PRIVATE RIGHT-OF-WAY) oo P.O.L. 1 b ") O 0 TRACT R (10.318t ACRES) tri 1 1 0 t<i o 1054 97' S89'38'46"W N / 820.00 z N S89'38'46"W �Rs tri 1 "1 G 105.00' 1 25.00' 5.00 0 O 1 S89'3 '46"W to 1 50.00' M 1 1 i TRACT FD-2 1 (FUTURE DEVELOPMENT) t� (31.918f ACRES) z 1 1 -50.00'- -50.00'- - -i 52.50'- i_52.50_-� _ 50.00' _ -_ 50_00'_ _ _50.00'-y _ 50.00_ _ -_ 50_00'� _ ----- - - - - - - -----I I _ [, i t 0- 0� 0' 'to 0 0 0 0 M vi o 0 n j r` M o 0 0 0 � V) n [n o Il- K) 0 � 't O � :- O 0 O � � � O H O 00 W N O (~Oto Lo too N O (00 t2 N O M ((000 Nt0 � co (00 N0 � C N00 N0 t MO NO to NO t0 6 b N� Nt0 b Nt0 b d ttoo coo a m z { to - to) Z to Z t° N N 0 N O I I N N b N b N b oZ tri I I 0 z o z z I 1 z N89'38'46"E '843.94' 50.00' 50.00' 52.50' I t 52.50' 50.00' 50.00' 50.00' 50.00' 50.00' MATCHLINE - SEE SHEET 9 OF 10 1 MATCHLINE - SEE SHEET 8 OF 10 1 1 1 1 PAGE a9 PSLUSD PROJECT NO. 11-642-03 CITY�OF PORT ST. LUCIE PROJECT NO. P24-154 eo of n/t Surveying, ne S28 NORTHLAKE BLVD, STE 1040 FAX: / (813) 248. ALTAMONTE SPRINGS, FLORIDA 32701 WWW.GEOPOINTSURVEY.COM PHONE: (321) 270-0440 LICENSBUSINESS NUMBER LB 7768 PLAT BK 132 PG 30 KEY MAP: SCALE 1" = 800.00' i Curve Data Table No. Radius Arc 0 Bearing Chord C6 123.00' 197.96' 92' 12'49" S2702'41 "W 177.28' C7 41.00' 31.09' 43'27'07" S02'20'09"E 30.35' C8 2158.00' 722.75' 19*11'22" S09'47'43"W 719.38' C11 500.00' 93.20' 10*40'47* N85'00'50"W 93.06' C16 2363.00' 733.70' 17'47'24" S09-05-45"W 730.76' C17 300.00' 96.05' 18'20'41" N08'49'07"E 95.64' C25 2363.00' 49.92' 1'12'38" S00'48'22"W 49.92' C26 2363.00' 311.68' 733'27" S05'11'24"W 311.46' C27 2363.00' 372.09' 9'01'20" S13'28'47"W 371.71' C28 548.00' 118.41' 12'22'48" N84'09'50"W 118.18' C29 25.00' 39.27' 90'00'00" S45'2V14"E 35.36' C48 25.00' 39.5V 90'33'17* N45'04'36"W 35.53' C56 2338.00' 722.00' 17'41'37" S09'02'51 "W 719.14' C57 325.00' 51.47' 9'04'24" N13'27'15"E 51.41' C58 25.00' 35.22' 80'43'43" S49'16'54W 32.38' C59 452.00' 87.88' 11'08'23" N84'47'02"W 87.74' C63 25.00' 34.76' 79'40'04" N49'48'44"E 32.03' C64 2388.00' 333.95' 8'00'45" S13'59'05"W 333.68' C65 25.00' 42.73' 97'55'38" N41'23'25"W 37.71' C66 2388.00' 208.82' 5'00'37" S05'04'05"W 208.76' C67 25.00' 38.00' 87'05'00" N46'06'16"E 34.44' C73 275.00' 88.05' 18'20'41" N08'49'07"E 87.67' C 104 2338.00' 40.99' 1 *00' 16" S00'42' 11 "W 40.99' C105 2338.00' 52.7V 1'17'30" S01'51'04"W 52.71' C106 2338.00' 52.71' 1'17'30" S03'08'34"W 52.71' C107 2338.00' 52.71' 1'17'30" SO4'26'04"W 52.71' C108 2338.00' 52.71' 1'17'30" S05'43'34"W 52.71' C109 2338.00' 52.7V 1'17'30" S07-01-03V 52.71' C110 2338.00' 52.71' 1'17'30" SOT 18'33"W 52.71' C111 2338.00' 52.71' 1'17'30" S09'36'03"W 52.71' LE END / ABBREVIATIONS: LS-------- LICENSE SURVEYOR LB -------- LICENSE BUSINESS O.R--------- OFFICIAL RECORDS BOOK CCK-------- CERTIFIED CORNER RECORD U.EIh-------- UTILITY EASEMENT D.E1-------- DRAINAGE EASEMENT W.t .E- ------ WATER MANAGEMENT EASEMENT E.I.t�.E. ----- EMERGENCY INGRESS/EGRESS EASEMENT L.MfE- ------ LAKE MAINTENANCE EASEMENT L.M.A.E. ----- LAKE MAINTENANCE ACCESS EASEMENT P.UI.E-------- PUBLIC UTILITY EASEMENT P.S.L.U.E. ---- PRIVATE UTILITY EASEMENT P.I.-------- POINT OF INTERSECTION P.R.C.------- POINT OF REVERSE CURVATURE P.C6-------- POINT OE CURVATURE P.T - POINT OF TANGENCY P.O.L-------- POINT ON LINE I.D.-------- IDENTIFICATION LQ. .------- IRRIGATION QUALITY EASEMENT P.RLM.------- PERMANENT REFERENCE MONUMENT * i--------- INDICATES SECTION CORNER ##L##-## -- SECTION - TOWNSHIP - RANGE NSLRWCD ---- NORTH ST. LUCIE RIVER WATER MANAGEMENT DISTRICT --------- INDICATES SET P.R.M. 1/2" (IRC) IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. -e--------- INDICATES FOUND P.R.M. 5/8" (IRC) IRON ROD AND CAP STAMPED "PRM LB4286" UNLESS OTHERWISE NOTED. ©-------- INDICATES FOUND P.R.M. 5/8" (IRC) IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. -------- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" i LTC RANCH WEST POD 2 PHASES 1 AND 2 BEING A REPEAT OF TRACT "I ", LTC RANCH WEST POD S PHASE I ,ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 13 I ,PAGES 20 THROUGH 32, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTIONS 9 AND 10, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA t t 1 1 I t j MATCHLINE - SEE SHEET 5 OF 10 ' MATCHLINE -SEE SHEET 4 OF 10 • • • r r r r "• r r . r r • • • r • r r • . r . • • r r • • r r • • r • r r r • • • r • • r • r r • . r • • • r r • � • • r • • r • • r • r r r. • • • • • r r • r • r r • • r • • r • • � r r r y r r I 1 1 1 I 9 N89'38'46"E C28 to to) co 48.23' / ,q '2 O / 1 0 N 0 N S89'33'46"W 98.23' _P®C f t I I I 16.61' C11 C205 ! 131,0OPAGES 20PLAT 32) BOOK t POINTED LEAF PLACE t i i (96.00' PRIVATE RIGHT-OF-WAY) i I t I , S89'38'46"W C59 I 52.80'----- __ ' N TRACT A '! U 1' J �o Cq ui to (AMENITY CENTER) If ^ i-f _ C120 4.55' (TRACT O-5) (2.930t ACRES) ; ; / Urn % C$ (NR) _r (2�61EN ACRES) TRACT S.M.T. 1 o If Q v !! C..S E J f Sip 56� ,q V 1 - W.M.A.E. I:Q.E. - �* - S3 C175 t 04 (10.963± ACRES) b l o ! r ^! r` C- f S76:k - P S G. 11,5 - t zl Z f 1 v 1 C207 - 20.04'S3 E \ 1 E` 2' 1 t f 1 ! 14 ��,. WEST RIGHT OF WAY to/ % % ' 20.41' C174 OF TRACT R-1 1 t 11 '30.Op• 1 1 1 r N73. 02, f t I 1 1 09 .00, 1?5' 1 197 V 1 1 t I r1 N ?S•Op• f r�� 66E2 SF r1 t I f V f f Op • U f n 1 I t iNf�)1 f I r 130.00. 1 / r 2 t I L16 ! ^ ! U ! A 24.19 3g" 1 S 00, t � -i f 1 r 198to I W 1 ' R=24.00' ( -,! 1 1^ 1 r p0' P S Sr ,� r ,L�37.70' �-� P.S:L.U.E C--� U cN 1 ` 130 C.Vf. ; =090'00'00%� 7 (NR I I f p p. N7S ; f I ' _ N89'38'46"E 759.19, _ 1 ! �----------------------------/--/ \- -�--- )r- v r 199 37'10"W f 24.00' L.M.E.J 1036.20' 1 89'38'46!' (NR� 24. � ' LM.E/-� I- - - - 10.Op• 73?opSF 855 181.01' 20.00 W.M.E. f 1 f t` _ _ _ 20. o r 50.00' 50.00' 50.00' 50.00' 50:0`0' / 50.00' 56.00' 1 1 55.00' S0.00 50.00'� 81.20' i 1 I f 1- N7Tp2 25 W. _ c� w w w w w w w 1 1 CL w w w t f 0 `.;� ! 1 p 0p. p0 d d d w, 1 d d f! p f .- � 1r O f U1 r N N 1 N 1 200 0) I i N N N N N N N W 3 1W I N fV N b W b b t'-• b W o W 0 � o o�0 1't o' iN o � o /vwi 0o vt`i�r v G7 [r t 7330 Sr v i � N V) co N I N N to N N lJ N N 00 O `I o f O \ V? N N (n M \ W I r W co rM)0 CMY)o rMio w �o Mo CMY)o C IC-4-01 Mton Moo/ M� C % % U��Q N Ir 13p0p. N78 " r 4 U- o � o (0 o two o c`no in o to oto `�. �j _0 o/ (0 0 \ 00/r-f Z t 2742 jV ► U ,�' 4 o O o o a: o O o M o- o/ o 0 0< V► t a- c� r 2 o to 0 0 0 0 0 (o 0 0 �`� o i� _I_o O o O 1 1 � •t 1 01 rn ,- n K) o r) o M r� ►� o I 1 o r� r7 1 1 L7 00 1 i 6661 Sr (moo co h M I M -. W ri _ - --------------1- 1----- ---- ---- -- // O \ U ~ i Q Y 1 W - -50.00' - - 50.00'- - --50.00' - -50.00' - 50.00'- - --50.00' - --55.00' - 55.00' - 50.00' S0.00' 33.99 G6� �1 ; 0' N7g•45_'�.12„w / °.>N i , a a' m I o_ t o N89'38'46"E 1093.99' \ U 1 202 / :Lj 5 rn ► S z z t N MOON RISE LANE 58s.o7' - TRACT R - �/ ; 6s61 SF a Q i a W e- - -Z-1 iP.O.L. oo (50.00' PRIVATE RIGHT-OF-WAY) 1341.07' S89'38'46"W (NR) (10.318f ACRES) P.J.�1 / U o a 1 V w w (o /1 130 00. _ (n (n N89'38'46"E 1077.92' o! /N81'p2.4z �'? o 0 N Q - 40.00' _ 40.00'--40.00' - 40.00' 40.00'--40.00' - 40.00' - 40.00'- - 45.00'('- 145.00' --40.00' - 40.00,- - 39.59' _ G�6, '- 1 i S (o 0 11 .1203 1 i w --- w -- -- - +� �_ i 666 SF W W U 1 <t d W et � 4 d d O O d It 1 / U 1 �� 2 Uj .- 0 1 I o r- r- 1 ( w vi u- O' W ( O N N W 1 1 1 1 130,00, N82' " 1 '_ ' 1 20' 'No (, b w 'NO (.0 b tLa b W b w o w b Wb I�o1 W b W o Wo � W 1 1 0 1 12W i o I O U) O N o N h o O (n O N o (n o (n O o L i o to N cn 0 N o 1 1 ' 204 ��> z o (n o (n 0 (n t- (n co o (n to (n It (n M (n N to to I I O 0) V I 00 00 00 00 0 00 00 00 00 Co IN of oo rno m0 o N min , 6661 (0 t° 1 �3`\ z m 0 M O Cl) O M O n Cl) O M O Cl) 0 M O t o 3 b M M t n N O N O M b N to rn I t o 1 1 S F .- - 1 I \ = w N N N N N N N N 1 0 '-I o in O 1 U U 1 . l< O to O to O to O � O to O to O O to O ~ O O O O O O O O O O O i(n 1 O f` o 0 M o r7 r I N83'37'41 _ 0 0 0 0 0 0 0 0 0 (") 0, 1 6 o 1 U 1 !! 130.00' ► x' o 0 L N 1 1 5.00' i 1 °p r ' O Z W r 1 O I I �, J Z N89'3846"E NR P.S.LU.E. -r-1 ( ) 1115.75' 1 1 . L c� I 205 co 1 Q tl, o _, 40.00' 40.00'- 40.00'--40.00' 40.00'- 40.00' 40.00'- `40.00'- "45.00''- i45.00' - 40.00'- -40.00--52.42 co 1 + 6661 SF v i [r 40.00' _ _ 40.00'_ .40.00'--40.00'- _ 40.00'_ 40.00' _40.00'. - _ 40.00'_-45.00',_ .55.00'_ _ _ .50.00'_ _ _ _ _72.42'. _ L 0 o N 1 ; Q a ' 3 I I w 1 130.00' w 1 1 7.00' U.E.--1 a , r N84'55' 11 "W o W W w w W W W w w I W U ,� ( I ton `a o �t Li 1 1 t r a o 1 206 ,,) 1 00 N N N N N N N O N N W 3 1W I 16 Go 6661 SF N W i N t l 0 L` 0 � o N 0 U- w o N o N o L, t2 o N o N o' o' N o N o `t• N I V oM r'- 7.00' U.E. (n o 0 1-' OI o � to cn ,n V) m cn N Co j (n rn v) o rn N N (n to �r to m 11 :.. I 130.00' W W 1 Coo Coo Coo coo coo rno M0 rno Co o IN 61 mo rno o N mo I N86'12'41"W Q C.)IX NO NO No W NO NO NO NO NO 0 N Ib t71 Nto NO t7 b CN* I I 0y 1 d U 1 N N N N V N N N N o to o to o to o to o to o to o to o too I N �i r; o o N Co I I E� 0 1 207 N N 0 1 1 0 U c� I 6661 SF 0 0 0 o n o 0 0 0 0 0 0 o I I U� to 1 TRACT 0-1� 0 0 0 0 0 0 0 0 0 oMto o f ; o o I I C j 7.00' P.S.LU.E. oa '� r o / , v nj - ----- ----- ' 1 130.00' N87-30-11"W v1 I- - - - A - - - - t-- ----- --F _-- -- '40.00'-40.00' - - 40.00 40.00' 40.00 4..00'--40.00' 40.00 _ - '45.00 - - 55.00 - - - 50.00'- - - 39.66'' ` G6 1 i t o 1057.98' S89'38'46"W I 208 (o I ' to EVERBREEZE DRIVE _ 555.98' TRACT R ' 6661 SF ' b - N 1205.98' S89'38'46"W (NR) P.I. ' 1 75.00' 75.00' ' P.O.L. 00 (50.00' PRIVATE RIGHT-OF-WAY) (10.318f ACRES) ( 1 t 1 130.00' N88'47'41 "w LTC BRANCH WEST t N 1054.97' S89'38 46"W to �,R o f 1 POD 6A PHASE l -50.00'• - 50.00'- - - -50.00'- - -50.00' - 50.00'- - - 40.00'- -45.00" j -55.20'- - - - - --104.76'- _ _ _ - 8 v , 2©9 , r ----1-1---------------- -N \ ' I 6619 SF i (PLAT BOOK 120, PAGES 1-18) -- - - -- - - - -------- - - - - -- -}----- - - -- ' 1 F PAGE 3O .0 1 30 .1 120 SCALE: 1 .1 Curve Data Table No. Radius Are A Bearing Chord C112 2338.00' 52.71' 1'17'30" S10'53'33"W 52.71' C113 2338.00' 58.00' 1'25'17" S1714'57"W 58.00' C114 2338.00' 57.98' 1'25'15" S13-40.13"W 57.98' C115 2338.00' 52.71' V17'30" S15'01'36"W 52.71' C116 2338.00' 52.71' 1'17'30" S16'19'06"W 52.71' C117 2338.00' 37.96' 0'55'49" S17'25'45"W 37.96' C118 2338.00' 3.93' 0'05'47" S17*56'33"W 3.93' C 119 325.00' 41.10' 7' 14'46" N 14-22.04"E 41.08' C120 325.00' 10.36' 1'49'38" N09'49'52"E 10.36' C127 2388.00' 111.81' 2'40'57" S11'19'11"W 111.80' C128 2388.00' 222.14' 5'19'48" S15'19'33"W 222.06' C129 2388.00' 106.57' 2'33'25" S03'50'29"W 106.56' C130 2388.00' 102.26' 2'27'13" S06'20'47"W 102.25' C138 2208.00' 646.01' 16'45'48" S08'34'57"W 643.71' C160 j 2208.00' 38.71' 1'00'16" So0'42'11"W 38.71' C161 2208.00' 49.78' V17'30" S01'51'04"W 49.78' C162 2208.00' 49.78' 117'30" S03'08'34"W 49.77' C163 2208.00' 49.78' 1'1730" SO4'26'04"W 49.77' C164 2208.00' 49.78' 1*17*30" S05'43'34W 49.77' C165 2208.00' 49.78' 1'17'30" S07'01'03"W 49.78' C166 2208.00' 49.78' 1'17'30" SOT 18'33"W 49.78' C167 2208.00' 49.78' 1'17'30" S09'36'03"W 49.78' C168 2208.00' 49.78' 1'17'30" S10'53'33"W 49.78' C169 2208.00' 54.78' 1'25'17" S1714'57"W 54.77' C170 2208.00' 54.76' 1'25'15" S13'40'13"W 54.76' C171 2208.00' 49.78' 1'17'30" S15'01'36W 49.78' C172 2208.00' 49.78' 1'17'30" S16'19'06"W 49.78' C 173 2158.00' 687.37' 1 T 15'00" S09' 19'33"W 684.47' C174 2158.00' 20.00' 0'31'52" S18'42'59"W 20.00' C175 2158.00' 15.38' 0'24'30" S19`11'09"W 15.38' C176 123.00' 40.31' 18'46'41" S14*40'23"E 40.13' C177 123.00' 48.46' 22'34'32" S06'00'14"W 48.15' C178 123.00' 50.81' 23'40'07" S29'07'34"W 50.45' C195 2400.00' 141.22' 3*22'17" S16'18'18"W 141.20' C205 123,00' 99.28' 46'14'40" S17*50'17"W 96.60' C207 1 2338.00' 41.89' 1'01'36" S1T28'39"W 41.89' Line Data Table �No. Bearing Length I L7 N 15-23-58"E 45.00' / L8 N74'36'02"W' 66.88' L10 S74/36'02"E/ -66.31` L14 N75'S5'23"W 25.16' Line Data Table No. Bearing Length L15 N 14* 1 VO 1 "E 20.00' L16 S75'48'59"E 10.05' L17 N 14-22.50"E 19.64' L18 _ S75'37'1o"E O O O f Ia 253 11.07' 11.07' 0 _j O O to 0 0 o vi o 0 0' I o (0 0 7977 SF � 1 1 130.00' N89'47'57"W �, �, o M (� N , , N 1 M PO to o ► o �, PSLUSD PROJECT NO. 11-642-03 W -- W W d- L- W W �' 1- - 1 tL . (fl O �N ^ of 00 rn� 00 �U) o r`� mN to 41 r� ool �tN o o S89'4757"E 1 allo N N oo I 210 0o N 1 T- m o o m o o 0 2 0 o (n o Co IN of (n (n 0 (n 130.00' I I to 1 6500 SF to :- 1 > CITY OF PORT ST. L�UCIE PROJECT NO. P24-154 NO NO N M NO N (7 NO !' to NO No to 3 M NO I.� b b t 1 00 IN M st to '�t to O � b .- (o d• to d N d• 1 O r- I O - J tp .- CO O (O O (O (O to r- to 10 1 t- .-- 00 . 252 I. w to (n r N I N `Q N - N N Z Z tV N N N O 1 z 1 0 6500 SF ' o 0 1 1 130.00' N89'47'57"W 1 _� nl CO O 0 b0 00 N I I o / z z Z Z Z 1 I ,� S89'47'57"E 1 i , o 0 0 1 211 o N r' N89'38'46"E 843.94' 1 I 130.00' 1 1 (on j 6500 SF t N Q ' _ _ 50.00' S0.00' S0.00 S0.00' S0.00' 40.00 45.00 53.94' a 251 i o Z N N i 1 130.00' N89'47'57"W r7 MATCHLINE - SEE SHEET 8 OF 10 0 6500 SF , o 1 to 25.00 25.001 MATCHLINE - SEE SHEET 8 OF 10 S89'47'57"E 130.00' I eopqmt Surveying, ne S28 NORTHLAKE BLVD, STE 1040 FAX: (81.3) 248-2266 ALTAMONTE,SPRINGS, FLORIDA 32701 WWW.GEOPOINTSORVEY.COM PHONE: (321 ) 270-0440 LICENSESINESS NUMBER LB 7768 PLAT BK 132 PG 31 LS -------- LICENSE SURVEYOR LB -------- LICENSE BUSINESS O.R. ---- --- OFFICIAL RECORDS BOOK CCR-------- CERTIFIED CORNER RECORD U.E: -------- UTILITY EASEMENT D.E1 -------- DRAINAGE EASEMENT W.I.E. ------ WATER MANAGEMENT EASEMENT E.I.E.E- ----- EMERGENCY INGRESS/EGRESS EASEMENT L.M.E. ------ LAKE MAINTENANCE EASEMENT L.MIA.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.RI.C. POINT OF REVERSE CURVATURE P.CI; -------- POINT OF CURVATURE P.T -------- POINT OF TANGENCY P.0I-------- POINT ON LINE I.D.I-------- IDENTIFICATION I.Q.E.------- IRRIGATION QUALITY EASEMENT P.RIM.------- PERMANENT REFERENCE MONUMENT -------_ INDICATES SECTION CORNER ## ##-## SECTION - TOWNSHIP - RANGE NSLRWCD ---- NORTH ST. LUCIE RIVER WATER MANAGEMENT DISTRICT aF -------- INDICATES SET P.R.M. 1/2" (IRC) IRON ROD AND CAP STAMPED "PRM L87768" UNLESS OTHERWISE NOTED. -fg -------- INDICATES FOUND P.R.M. 5/8" (IRC) IRON ROD AND CAP STAMPED "PRM LB4286" UNLESS OTHERWISE NOTED. 0 L -------- INDICATES FOUND P.R.M. 5/8" (IRC) IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. -------- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768' LTC RANCH WEST POD 2 PHASES 1 AND 2 BEING A REPIAT OF TRACT "I ", LTC RANCH WEST POD 5 PHASE I ,ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 13 I ,PAGES 20 THROUGH 32, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTIONS 9 AND 10, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA „ MATCHLINE - SEE SHEET 6 OF 10 MATCHLINE - SEE SHEET 7 OF 10 MATCHLINE -SEE SHEET 7 OF 10 r r r r r r r r N89'38'46"E 843.94' 1 I30.00' N89'47'57"W * ' � - �24.00 L.M.E. - �24.00 L.M.E. 1 -=-- --- ------ 01 212 0 1 N89'38'46"E 747.48' t--'--- � � r.r�rr � � 7150 SF o 1 S89'47'57"E 130.00' 1 ,� 10.00' ?0.00' W.M.E. tto o R=24.00' / t . 1 1 ' -/ 0 250 5850 SF o I � L=37.93' o 1 0 25.00 25.00' 1--------------- 1 A=090'33'17" 1 � to 20.00 W.M.E. 10.00 I ► N89'47 57"vV , --------------� 1 1:i0.00' I rail o S89'47'57"E 11 1 r---- ------ 1 N O i 10.00' 0 1 TRACT S.M.T. 8 N �* - - - - --130.00' - - - - -t-1 r- � M O I 213 0 � , (W.M.A.E./I.O.E.) 1 00w o 249 10.00' 1 0 I o o� I 7150 SF Lo 0 1 1-4 (4.344t ACRES) o f N 5850 SF 1 N o o i I 130.00' N89'47`57"W o 1 - I to S89'47 57"E 130.00' 1 o I 1 w Un V) , 1 0 1 01 0 0 248 1 0 0 0 1 214 0 75.00' 6500 SF N 1 '`� 0 5200 SF 1 0 Cq o o to I w N 1 SOUTH LINE OF THE NORTHEAST 1 /4 OF SECTION 9-36-39 I S89'47'57"E 130.00' 1 z N N 1 I 130.00' N89-47.57-W j - - - - - - - - - - - - - - R=24.00 . i' 18.66' - - --18.66'- - - 15.97,- -- - - - - T- - NORTH LINE OF THE SOUTHEAST�1 /4 OF SECTION 9-36-39 L-37.47' I 1 I 215 0 1 A=089'26'43"% C157 247 1 a a o 5210 SF (NR o 1 ���/// ) �t � ` 746.23' S89'38'46"W_ - _ - - - - - - - - - i � S6 8061 SF 1 � O v t 131.29' N89'47'57"W I ------`-------------`------- -- / / > ` 24.00' LM:E.� \ NOT22 4.18' G�� �� T .1326. 1 t 14.22' / TIE LINE 24.18' G F ► c� ' 3Q o t 216 0 1 797 20'�89'38'46"W C159 `�� pp, i �� Q v r 5381 SF (NR) -'\\\ V i o l r 138.88' N89'47'57"W N U �� 5836 SF (NR) 1 154.42' N89'47'57"W Cq I �C 100 218 - o I N .-� L23 C99 6624 SF (NR) N I O Q • 174.13' N89'47 57"W v 0 C98 219 - 1 h a oo.as `ro /G�� no 6620 S'= 0 0 i `n (NR) o A o- C5 154.21 N89'47'57"W i N U O o. o ' no 220 TRACT FD-2 C; �\ rn` �` 5855 SF (NR) 1 FUTURE DEVELOPMENT) ME d' �' 1 .. � ( i w � 138.11 N90'00'00"W , (31.918t ACRES) , car r7 221 14.2200 ' 1 r' a' 5349 SF (NR) 1 i 1 130.79' N90-00.00-W cw 1 � 1 1 C94 '222 0 a 1 5205 SF 0 , 0 ' I ILLcv 130.00' N90'00'00"W 1 1 in ,-L7.00' P.S.L.U.E. i t j Q, 0 223 0 I w t° O 5200 SF 0 ,�^ 1 .. 0 1 W `r 1 130.00' N90'00'00"w 0 a v j ,.,_, N89'38'.46"E 380.79' a 1-- 7.00" U. � N26'55'08"W /250.78' 130.00' 7.00' U.E.--►� V .6 0 I 124 o U Z 41 � WEST RIGHT w 53.67' TIE LINE 24.00 L.M.E. C - i M 6 i 5200 SF " 6 a - I OF TRACT I - - \ ��245 9, 130.00 � N90-00 00 W o N -1 154.49 S89-38-46"W C� 1 o , U ; J� i 6922 SF I �n / 1- R=24.00' R=24.00' J/ \7 11 0�1 �25 0 1 0 1 5200 SF 0 1 L=37.70' L=37.85 I N90'00'00"E 130.00' I /i I I A=090'00'00"=090'21'14" ( 00 244 ,130.00, N90'00'00"W I la! 5200 SF /i o 0 /1I / 226 0 1 \ I I I OO I � 0 5200 SF E- 0 I N90'00'00"130.00' 1 I rn I -1 0 / 1 0 0 w �; 1 130.00 N90'00 00"W w 0 243 1 ��0 0 N Lei ' I 0 5200 SF i 0 0 0 i 227 0 1 N O /O O I O 1 N I N90'00'00"E 130.00' % o ,o� o 1 5200 SF w r/ f I00 1 0 1�o w � `t � 1 I 130.00' N90'00'00"W 0 N 0 10- N 1 1 5200SF�� Cr o� `n '� o I 58`i08SF o 0 �� N i o 1 /0 v0i U bo I b ri M ,ri 10.00' 23.00 W.M.E. m 1(n z 0 I N90'00'00"E 130.00' I I z� 1 _- _- _- / 1 w N TRACT S.M.T. 7 1 w 0 241 5850 SF 1 0 r - --N90'00'00"W -/ - IQ I- (W.MA.E./I.O.E.) u�( o ui 20.00 W.M.E. 10.00 6 1 , 130.00' / I t0 p _ _ _ - -------------- co I� (0i 1 0LO 0 - - - - N90'00'00"E - o i 10.00' ?29 0 00 1 (2.509f ACRES) - I-1 0 I 0 ao r7 I I 130.00' --------1-1 uj 1 58fi0 SF I �Y V) o 1 0 1 130.00' N90'00'00"W I I o I 0 240 10.00' , 0 1 m I to R=24.00' of �� 5850 SF i } 0 i 230 1 t��L=16.95' " 01 N N90'00'00"E 130.00' (V 3 0 , 5200 SF 0 fag. A=040'28'32 0l r- 1.� \ z � 0 239 , o 0 I 130.00' N90-00'00"W. I w o0 5200 SF \ I N90'00'00"E 130.00' i 1 2 oo i 231 O 0 I 5200 SF 0 I o0 0 238 1 o a 1 130.00' N90'00'00"W p �r 1 R=210.00 I o \ o ,o 0 5200 SF 10 I 1-r7.00' P.S.LU.E. 1 \ L=151.89' J 1 N90'00'00"E 130.00' 1 i W a 0 1 232 0 1 75.00' �A-041'26'27" i,i o , o \ I 5.00' P.S.L.U.E. 0 0 5200 SF ,t I TRACT FD-2 I J o 237 ; 0 o ' 130.00' Nso•oo'oo"w c,' 1 0 0 5200 SF i o 1 1•--7.00' U.E. I (FUTURE DEVELOPMENT) -' I o `� I `� 0 1 ?_33 o t N N90'00'00"E 130.00 0 i 0 (31.918f ACRES) 1 5200 SF 1 7.00' U.E.--1 0 1 "r R=24.00' R=24.00' I o0 236 1 00 1 130.00' N90'00'00"W L=37.96' L=37.70' ( 0 10 1 t " d 5200 SF r A=090'36'41 A-090'00'00" I 25.00' 25.00' 0 1 5200SF0 1 � N90'00'00"E 130.00' 1, i I 1 N90'00'00" E-96.26'- 0 235 1"0 1 130.00' N90'00'00"W , 1 34.00' L.M.E. 0 5200 SF r 0 ' iv 1 TRACT O-4 -4 I N00'00'00"E N90'00'00"E 130.00' 1 1 N 1 (OPEN SPACE) N 1 00"E1.61' N90'00'00"W 10.00' 1 I -1 1 (0.096f ACRES) 130.00' '� 51.20' i 198.79' 1 1 N90'00'00"E 181.20' 1 - TRACT FD-2 25.00' 1 i 0 - NORTHEAST C P.I. TRACT R (14.318t ACRES) oo P.I. -------------------------------------------------------- - - - - -- (FUTURE DEVELOPMENT) - - - - - - - - - -� N N90'00'00"E 206.11' o (31.918t ACRES) 25.00 231.02' � 25.00' � 20.00' P.S.L.U.E. 60.00' p,I. 206.02' (PLAT BOOK 111, PAGES 1-28) 627.23' SHEET 8 OF 10 PLAT PAGE 3 � BOOK 1- M 3 M F I 01 01 7 zrn z� wz wz �F �o 0� 10w V) I z Li o LL. J ( J O V) w � I3 75.00' 60 0 30 60 120 - - - - SCALE: I"= 60' EAST 1/4 CORNER OF I SECTION 9-36-39 I N ;' LTC RANCH WEST O POD A PHASE 1 Line Data Table No. Bearing Length L23 S4Y54'50"E 1.83' N N PAGES 1-18) (PLAT BOOK 120, w 1 a a 1 I o i 0 m g a PO i CCD I M r' o I o w w U U) -OF-WAY 0 0 t-1 U N w 0 I N W I W I F- w w 0 0 i z w Q J Z J E 1- tx 0 U ( W M Q a 1 o I 0 ,0 � I v ---'I:TC RANCH WEST POD 6A PHASE 1 (PLAT BOOK 120PAGES 1-18) 75.00' 1 PSLUSD PROJECT NO. 11-642-03 CITY OF PORT ST. L'UCIE- PROJECT NO: P24-154 ORNER OF TRACT 0-1 / P.C. 858.26 NV90 00 00 e Ze o nit TRACT 0-3 NORTH BOUNDARY NORTH BOUNDARY WYLDER PARKWAY OF TRACT 0-3 OF TRACT R TRACT R TRACT 0-2 TORACT TRACT "RW" / LTC RANCH WEST PHASE 1 S U 1Veyl tlg,Inc. NORTH BOUNDARY OF TRACT 0-1, 0-2 (PLAT BOOK 111, PAGES 1-23) LTC RANCH WEST PHASE 1 S28 NORTHLAKE BLVD, STE 1040 FAX: / (813) 248-2266 (PLAT BOOK 111 PAGES 1-23) ALTAMONTE SPRINGS, FLORIDA 32701 WWW.GEOPOINT-SURVEY.COM PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768 PLAT BK 132 PG 32 LTC RANCH WEST POD 2 PHASES 1 AND 2 BEING A REPEAT OF TRACT "I ", LTC RANCH WEST POD S PHASE I ,ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 13 I ,PAGES 20 THROUGH 32, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. .LYING IN SECTIONS 9 AND 10, TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA SHEET 9 OF 10 PLAT BOOK 1 1 I / r • - MATCHLINE -SEE SHEET 10 OF 10 - r - • - . - \\ _ • - - • MATCHLINE - SEE SHEET 6 OF 10 - • - • - r • - \ ',,., - r - • r • • • • w • - - - - - • - - - • - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - w• • r r - • - • • • r - • r • n • • • \ \ - 24.00' L.M.E. N89'38'46"E-843.94'- - J �R=24.00' j N89'38 46 E 747.48' ; /1 o'1 L=37.70' z � /z Cn o 1 1=090'00'00" 1 wz wz 0 0 (0 1 oLd 5 o a W "' o TRACT S.M.T. 8 i w � z I i� vi ( (W.M.A.E./I.Q.E.) 1 o o N N d (4.344t ACRES) w TRACT FD-1 0 ' \� (FUTURE DEVELOPMENT) / N / ` .- - - SOUTH LINE OF THE NORTHEAST 1/4 OF SECTION 9-36-39- - - _ _ - - - - - - - - o o (46.325f ACRES) — - - - - _ - Z '� z- _R-37 70 cUO)1 NORTH LINE OF THE SOUTHEAST 1/4 OF SECTION 9-36-39 1 o n=090_00'00- --746.23' _S89'38'46"W CENTER OF N o j 24.00' L.M.E. 1 SECTION 9-36-39:i __�L CORNER LOST 797.20' S89'38'46"W 1 1 1 180.00' S89'38'46"W 1 1 JMBER 91--1—a 1 1 NAY) TRACT FD-2 1 S MAP OF (FUTURE DEVELOPMENT) 1 WATER (31.918f ACRES) 1 ;T. LUCIE SAY, 1980) ,, 1 q�� � I N °N 1 U_ 1 0 1 00 �_ EAST RIGHT-OF-WAY OF ( NORTHWEST CORNER NORTH BOUNDARY 1 w 3LRWCD CANAL NUMBER 91 OF TRACT 0-3 OF TRACT 0-3 1 w - --- -- -- ---- �Z � 164.02 1 .i TRACT 0-3 812.JO' N90'00'00" TRACT 0-3\ �/ 'P:T� 1 THE SOUTHWEST BEAR/NG BAS/S)- CTION 9-36-39 161 zoo LTC RANCH WEST PHASE 1 (PLAT BOOK 111, PAGES 1-23) / 1 i I c°Do 160 199 � (---92.00' � ( m I � 04 to1 1 159 .o 1 198 .� ?o ` /TRACT 0-3 1 A ♦ 1 WEST LINE OF THE SOUTHEAST s 1 1/4 OF SECTION 9-36-39 G 1 458 F 1 o 60\ I � 1 459 ci► ,o. 1 LS — — — LICENSE SURVEYOR LBi-------- LICENSE BUSINESS � 1 O.R.— — — — — — — — OFFICIAL RECORDS BOOK 457 `� 1 1 CCR— — — — — — — — CERTIFIED CORNER RECORD U.E.— — — — — — — UTILITY EASEMENT D.E.— — — — — — — DRAINAGE EASEMENT f 456 1 W.i0.E. — — — — — — WATER MANAGEMENT EASEMENT 1 1 E.I E.E. — — — — — EMERGENCY INGRESS/EGRESS EASEMENT 1 455 L.1 .E. — — — — — — LAKE MAINTENANCE EASEMENT / t L.NI.A.E. — — — — — LAKE MAINTENANCE ACCESS EASEMENT P.U.E. — — — — — — PUBLIC UTILITY EASEMENT P.S.L.U.E. ---- PRIVATE UTILITY EASEMENT P.C. TRACT 0-3 P.II,— — — — — — — — POINT OF INTERSECTION 1 i P.K.C.— — — — — — — POINT OF REVERSE CURVATURE POINT OF CURVATURE 438 P.C.-------- PAGE 3D P.T1. ----- -- POINT OF TANGENCY P.U.L.------- POINT ON LINE I.D'-------- IDENTIFICATION PSLUSD PROJECT NO. 11-642-03 I.QI.E.— — — — — — — IRRIGATION QUALITY EASEMENT P.K.M.------- PERMANENT REFERENCE MONUMENT — — — — — — — — — INDICATES SECTION CORNER ##I—##—## -- SECTION - TOWNSHIP - RANGE NSLRWCD — — — — NORTH ST. LUCIE RIVER WATER MANAGEMENT DISTRICT f— — — — — — — — — INDICATES SET P.R.M. 1/2" (IRC) IRON ROD AND CAP STAMPED "PRM L67768" UNLESS OTHERWISE NOTED. $— — — — — — — — — INDICATES FOUND P.R.M. 5/8" (IRC) IRON ROD AND CAP STAMPED "PRM LB4286" UNLESS OTHERWISE NOTED. ® — — — — — — INDICATES FOUND P.R.M. 5/8" (IRC) IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. t� — — — — — — -- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP L117768" I' I Curve Data Table No. Radius Arc 0 Bearing Chord C9 350.00' 307.55' 50'20'46" N64'49'37"W 297.75' C10 350.00' 307.55' 50'20'46" N64'49'37"W 297.75' CITY OF PORT ST. LUCIE PROJECT NO. P24-154 e o P o /ilnq�t Surveying,, c. 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 w PLAT BK 132 PG 33 n j KEY MAP: SCALE 1" = 800.00' LTC RANCH POD 2 PHASES1 AND 2 _ PLAT SHEET 10 OF 10 , �J a PAGE 33 BEING A REPLAT OF TRACT " 1 ", LTC RANCH WEST POD S PHASE 1, ACCORDING TO THE PLAT THEREOF, B K RECORDED IN PLAT BOOK 131, PAGES '20 THROUGH 32, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTIONS 9 AND 10, TOWNSHIP 36 „SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA NORTH NSLRWCD CANAL NUMBER 01 80 — — o ao 80 160 (92.00' RIGHT-OF-WAY) EAST LINE OF THE NORTHWEST—� N 1/4 OF SECTION 9-36-39 (A�SHOWN-ON+LEVATIONS�MAP OF NORTH ST. LUCIE RNER WATER MANAGEMENT DISTRICT, ST. LUCIE COUNTY, FLORIDA DATED MAY, 1980) — — — — — — — - --o — --- — — —— — — —— -- — SCALE: -V=80' WEST LINE OF THE NORTHEAST o /��1 t / 1 4 OF SECTION 9-36-39 SOUTHWEST CORNER / OF TRI,CT 3 NO0021 '14 W 1691.34' 845.67' PRM TO PRM z /290.45' 1401.59' 1 EAST RIGHT-OF-WAY OF ` 1 NSLRWCD CANAL NUMBER 91 1 � y 1 ` � C� b� 1 S00'21'14"E 400.25' 10.00' P.U.E. \�� (PLATP GES0020132) Fs ✓ �' LTC RANCH WEST OD ASE I (PLAT BOOK31, PAGES 20-32) 1 1 � � 1 . 1 01 w0�10.00' P.U.E. w = 1 TRACT FD-1 w r (FUTURE DEVELOPMENT) SOUTH BOUNDARY ` W 1 (46.325f ACRES) OF TRACT 3 J � W • ` 1 Q 00 �1 Voao 1 w -}w \ co 1 .. cn 10.00' P.U.E. j 1 1 (PLAT BOOK 131, ` 1 PAGES 20-32) 1 � � 1 f t • \ 1 1 TRACT FD-1 _ \, 1 (FUTURE DEVELOPMENT) ;I 1 (46.325f ACRES) LEGEND / ABBREVIATIONS: LS-------- LICENSE SURVEYOR / LB -------- LICENSE BUSINESS 1 O.Ra-------- OFFICIAL RECORDS BOOK N00'21'14"W 693.92 CC� ------ CERTIFIED CORNER RECORD - - - - - - — - - - —=---M 1 U.E. --- ---- UTILITY EASEMENT 1 MATCHLINE - SEE SHEET 6 OF 10 1 D.E.,------- DRAINAGE EASEMENT 1 W.MI.E. ------ WATER MANAGEMENT EASEMENT 1 1 S 1 � E.I.E.E. ----- EMERGENCY INGRESS/EGRESS EASEMENT 1 1 L.M.E. ------ LAKE MAINTENANCE EASEMENT i L.M!A.E- ----- LAKE MAINTENANCE ACCESS EASEMENT :o P.U.E.------- PUBLIC UTILITY EASEMENT N88"5544 T i P.S.IL.U.E. ---- PRIVATE UTILITY EASEMENT a 371.27' P.I.--------- POINT OF INTERSECTION --- P.R.;C.------- POINT OF REVERSE CURVATURE - P.C. — POINT OF MATCHLINE = SEE'SHEET 5 OF 10 ------- CURVATURE F P.T.-------- POINT OF TANGENCY P.O.L. ------ POINT ON LINE f PSLUSD PROJECT NO. 11-642-03 I.D.------�-- IDENTIFICATION I I.Q.E. -- ---- IRRIGATION QUALITY EASEMENT CITY/OF PORT ST. LUCIE PROJECT NO. P24-154 PERMANENT REFERENCE MONUMENT -------- INDICATES SECTION CORNER ##—I�•##—## -- SECTION TOWNSHIP — RANGE NSLRWCD ---- NORTH ST. LUCIE RIVER WATER MANAGEMENT DISTRICT f-------- INDICATES SET P.R.M. 1/2" (IRC) IRON ROD AND CAP STAMPED "PRM LB7768" UNLESS OTHERWISE NOTED. -------- INDICATES FOUND P.R.M. 5/8" (IRC) IRON ROD AND CAP STAMPED "PRM L64286" UNLESS OTHERWISE NOTED. ®-------- INDICATES FOUND P.R.M. 5/8" (IRC) IRON ROD AND CAP STAMPED "PRM LB3591" UNLESS OTHERWISE NOTED. -------- INDICATES (P.C.P.) PERMANENT CONTROL POINT STAMPED "PCP LB7768" I i I i I Curve Data Table No. Radius Arc A Bearing Chord C1 656.85' 669.35' 58*23'10" N49'25'36"E 640.76' C2 520.84' 623.91' 68'38'02" N54'36'43"E 587.27' C135 355.00' 392.05' 63'16'31" 1 S31-17.02-W 372.43' 4/- &eoPc*1dityc Surve� in , In' g S28 NORTHLAKE BLVD, STE 1040 FAX: / (813) 248-2266 ALTAMONTE SPRINGS, FLORIDA 32701 WW11.GEOPOINTSUIRVEY.COM PHONE: (321) 270-0440 LICENSED BUSINESS NUMBER LB 7768