The URL can be used to link to this page

Home My WebLink About139 14-35 Wilson Groves Parcel A Plat 2CFN # 5594679 PLAT BOOK 139 PAGE'14,'Recorded 03/13/2026 03:03:52 PM SAINT LUCIE COUNTY Deputy Clerk TREJOA �v P BK 139 Pages 14 - 35 1An RECORDED 03/13/2026 03:03:52 PMf1 LEGAL DESCRIPTION: ON GR 0 VES CaEL A PIA m4a 2 SAINT LUCIE COUNTY A PORTION OF BLOCK 6 ACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON GROVE, AS RECORDED IN PLAT BOOK BEING A REPLAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF 12, PAGES 50/AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND RECORDED IN OFFICIAL RECORD BOOK 3046, PAGE 2761, THE ALAN WILSON GROVE, AS RECORDED IN PLAT BOOK 12, PAGES 50 AND 50A, BEING A PORTION OF TOGETHER WITH THE SOUTH FIVE FEET OF TRACT S.M.T. 1 ALL OF TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON GROVES PARCEL A THOSE LANDS AS DESCRIBED AND RECORDED IN OFFICIAL RECORD BOOK 3046, PAGE 2761, TOGETHER WITH PLAT 1, AS/RECORDED IN PLAT BOOK 126, PAGE 30, OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING THE SOUTH FIVE FEET OF TRACT S.M.T. 1 ALL OF TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON IN SECTIONS 29,�ND 32, TOWNSHIP�7 SOUTH', RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. GROVES PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 126, PAGE 30, OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY FLORIDA. LYING N S I ECTIONS 29 AND 32 TOWNSH IP 37 SOUTH, COMMENCING AlTHE SOUTHEAST CORNER -SECTION 29, TOWNSHIP 37 SOUTH, RANGE 39, EAST, ST. LUCIE COUNTY FLORIDA; THENCE SOUTH RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. 89 31 38" WEST, A DISTANCE OF 75.00 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 00'28'07" EAST, A DISTANCE OF 2415.10 FEET; THENCE SOUTH 189'31'48 NEST, A -DISTANCE OF�50.00 FEET; THENCE SOUTH 0028'07" EAST, A DISTANCE OF 33.10 FEET TO A POINT OF CURVATURE OF A CURVE TO THE'RIGHT, A RADIAL DISTANCE OF 140.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC, THROUGH A CENTRAL ANGLE'OF 95'06'24", A' DISTANCE OF 232.39 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1996.00 FEET AND /A CENTRAL ANGLE OF 20118-34" THENCE WESTERLY ALONG THE ARC, A DISTANCE OF 707.51 FEET; THENCE NORTH 21'2124 EAST,` A DISTANCE OF 276.80 FEET TO A POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF 875.00 FEET AND A CENTRAL ANGLE, OF 21'49'36"; THENCE NORTHERLY ALONG THE ARC A DISTANCE OF 333.33 FEET; THENCE NORTH 00'28'12" WEST, A DISTANCE OF 194.59 FEET; THENCE NORTH 70-55'43" /WEST, A%DISTANCE OF 8.25 FEET TO A POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF 1 �9.00 FEET AND A CENTRAL ANGLE OF 19'32'24"; THENCE WESTERLY ALONG THE ARC A DISTANCE OF 61.05 FEET; THENCE SOUTH 89'31'53" WEST,, \A DISTANCE OF 148.36 FEET; THENCE NORTH 00'28'13" WEST, A DISTANCE OF 583.12 FEET TO A POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS/OF 1,240.00 FEET AND A CENTRAL ANGLE ' "�� OF 92 56-08 ; THENCE NORTHWESTERLY ALONG THE ARC A DISTANCE OF 2,011.32 FEET; THEN CE/SOUTH/86'35'39/ WEST, A DISTANCE OF 73.67 FEET; THENCE SOUTH 00 04�45" WEST, A DISTANCE OF 530.58 FEET TO A POINT OF CURVATURE OF A CURVE TO THE -LEFT HAVING A RADIU OF 345.00-FEETAND A CENTRAL ANGLE OF 15'32'31 6. PUBLIC UTILITY EASEMENT (PUE) SAID EASEMENT AS SHOWN HEREON IS ALSO DEDICATED IN FAVOR OF THE CITY OF PORT ST. LUCIE THENCE SOUTHERLY ALONG THE ARC A DISTANCE OF 9�-58 FEET; THENCE SOUTH 1.5 27'46" EAST, A DISTANCE OF 377.57 FEET TO A POINT OF ("CITY', ITS SUCCESSORS, AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES AND ASSIGNS, A GENERAL INGRESS/EGRESS 'EASEMENT OVER AND CURVATURE OF A CURVE TO THE/RIGHTZHAVING A RADIUS\OF�655.00\FEET AND�A CENTRAL ANGLE OF 25'52.58\THENCE SOUTHERLY ALONG ACROSS ITS DRIVEWAYS, PARKING, COMMON OR OPEN AREAS FOR ACCESS TO, OPERATION, MODIFICATION, INSTALLATION AND/OR MAINTENANCE THE ARC A DISTANCE OF 295.89 FEET; THENCE SOUTH 10*25`11 WEST, A DISTANCE/OF 387.37 FEET BEING A POINT ON A CURVE OF A OF, PUBLIC UTILITY FACILITIES, INCLUDING BUT NOT LIMITED TO, WATER AND WASTEWATER LINES, APPURTENANT FACILITIES AND EQUIPMENT. THE NON -TANGENT CURVE TO THE RIGHT, OF WHICH THE RADIUS POINT\LIES SOUTH 11'19'3'3" WEST, A RADIAL DISTANCE OFF 2,456.00 FEET; THENCE CITY SHALL NOT BE, RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENT EXCEPT AS SHALL RELATE TO THE SERVICING OF EASTERLY ALONG THE ARC, THROUGH A CENTRAL ANGLE OF 03'3013 , ' " SUCH PUBLIC UTILITIES BY THE CITY ' A� DISTANCE OF 150.18 FEET; THENCE NORTH 10'2511 EAST, A DISTANCE OF 509.23 FEET TO A POINT OF CURVATURE OF A CURVE TO THE RIGHT/HAVING A RADIUS OF 742.00 FEET IAND A� CENTRAL ANGLE OF 45'48'21"; THENCE NORTHERLY ALONG THE ARC A DISTANCE OF 593.20/FEET; /THENCE NORTH 56'13'32" EAST, A DISTANCE OF 471.02 FEET 7. THE DRAINAGE EASEMENTS (DE) AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE CATALINA PALMS HOMEOWNERS ASSOCIATION, INC., TO A POINT ON! A CURVE OF A NON -TANGENT CURVE TO THE RIGHT, OR WHICH THE RADIUS POINT LIES SOUTH 47�29'56"� WEST, A RADIAL ITS SUCCESSORS AND ASSIGNEES, AS PRIVATE DRAINAGE EASEMENTS FOR THE PURPOSE OF ACCESS TO AND, THE INSTALLATION OF DRAINAGE DISTANCE OF 1,160.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC, THROUGH �A CENTRAL ANGLE OF 16'51'16", A DISTANCE OF 341.23 FEET�_FACILITIES, AND THEY ARE THE MAINTENANCE RESPONSIBILITIES OF SAID SUNDANCE MASTER PROPERTY OWNERS ASSOCIATION INC. SAID DRAINAGE EASEMENTS MAY ALSO BE USED BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND ASSIGNS, FOR DRAINAGE THENCE SOUTH 6'13'32" WEST, A DISTANCE OF 472.79 FEET TO A POINADIUS T OF CURVATURE OF A CURVE TO THE LEFT HAVING A R�OF , MAINTENANCE 402.00 FEET AND A CENTRAL ANGLE OF 45'48'21"; THENCE SOUTHERLY ALONG THE ARC A DISTANCE OF 321.38 FEET; THENCE SOUTH-,10'25'11" ACTIVITIES AND STORMWATER MANAGEMENT PURPOSES FOR DRAINAGE FROM BECKER ROAD, PARRA ROAD, AND N/S "B" IN ACCORDANCE WITH WEST, A DISTANCE OF 816.28 FEET BEING A POINT ON A CURVE OF A NONL TANGENT CURVE TO THE LEFT, THE DRAINAGE OR SURFACE WATER MANAGEMENT PERMITS ISSUED FROM TIME TO TIME FOR THE LANDS SUBJECT TO THIS PLAT. THE CITY OF OF WHICH THE RADIUS PONT LIES SOUTH 24'17'24" WEST, A RADIAL DISTANCE OF 2,206.00 FEET; THENCE WESTERLY ALONG THE ARC, THROUGH A�CENTRAL� ANGLE OF�24'09 41 ., PORT ST. LUCIE-SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE A DISTANCE OF 930.26 FEET; THENCE NORTH 89'52'17" WEST, A DISTANCE OF\88.02-,FEET; THENCE NORTH/0O'07'437/ EAST, A DISTANCE OF SERVICING OF SUC�PUBLIC DRAINAGE FACILITIES BY THE CITY OF PORT ST. LUCIE. 210.35 FEET TO A POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OFF 1-,.32�0 F��AND A CENTRAL ANGLE OF 06'4440"- THENCE NORTHERLY ALONG THE ARC A DISTANCE OF 155.50 FEET; THENCE NORT"06'52 23 EAST, A DISTANCE,,OF 181.61 FEET TO A/POINT 8 THE WATER�ANAGEMENT TRACTS (S.M.T. 4, THROUGH S.M.T. 11), SHOWN OR DESCRIBED ON THIS PLAT ARE DEDICATED TO CATALINA OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF 1,155.00 FEET AN�A CENTRAL ANGLE F�3'46'38"; THENCE NORTHERLY PALMS HOMEOWNERS ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION, OR ITS ASSIGNEES, ITS SUCCESSORS AND ASSIGNS, FOR / THE PURPOSE OF PROVIDING DRAINAGE, AND SURFACE WATER MANAGEMENT. A DRAINAGE AND IRRIGATION EASEMENT TOGETHER WITH AN ALONG THE ARC A DISTANCE OF 277.73 FEET; THENCE NORTH 06'54'15" WEST, A DISTANCE OF-162-63-FEET TO A POINT OF CURVATURE OF A / INGRESS AND,,EGRESS EASEMENT OVER THE LAKE MAINTENANCE EASEMENTS AND AN IRRIGATION EASEMENT OVER THE WATER MANAGEMENT CURVE TO THE RIGHT HAVING A RADIUS OF 1,797.00 FEET AND A CENTRAL ANGLE OF 07'01'58"; THENCE NORTHERLY ALONG THE ARC A i / TRAC�TS�IS HEREBY DEDICATED TO SUNDANCE MASTER PROPERTY OWNERS ASSOCIATION INC., A FLORIDA NOT FOR PROFIT CORPORATION, ITS DISTANCE OF 220.57 FEET; THENCE NORTH 00'07'43" EAST, A DISTANCE OF 362.34 FEET TO A POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 2,345.00 FEET AND A CENTRAL ANGLE OF 03'34'17"; THENCE NORTHERLY ALONG THE ARC/A DISTANCE OF 146.17 SUCCESSORS/AND /A SIGNS FOR THE RIGHT TO DISCHARGE WATER TO SAID WATER MANAGEMENT TRACTS. SAID WATER MANAGEMENT TRACTS MAY ALSO BE USED BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND ASSIGNS, FOR DRAINAGE, MAINTENANCE ACTIVITIES AND FEET; THENCE NORTH 02'12'05" EAST, A DISTANCE OF 140.00 FEET BEING A POINT ON A CURVE OF A NON -TANGENT CURVE TO THE LEFT, OF STORMWATER MANAGEMENT PURPOSES " " / / SES FOR DRAINAGE FROM BECKER ROAD, PARRA ROAD, AND N/S B IN ACCORDANCE WITH THE DRAINAGE WHICH THE RADIUS POINT LIES NORTH 02'12'05" EAST, A RADIAL DISTANCE OF 2,930.00 FEET; THENCE EASTERLY ALONG THE ARC, THROUGH A OR SURFACE WATER MANAGEMENT PERMITS ISSUED FROM TIME TO TIME FOR THE LANDS SUBJECT TO THIS PLAT. THE CITY OF PORT ST. LUCIE CENTRAL ANGLE �OF 05'36'26", A DISTANCE OF 286.74 FEET; THENCE NORTH 86'35'39" EAST, A DISTANCE OF 27.02 FEET; THENCE NORTH SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH 00*17'54" WEST, DISTANCE OF 1,467.03 FEET; THENCE SOUTH 89'52'17" EAST, A DISTANCE OF 898.23 FEET TO A POINT/OF CURVATURE/OF A PUBLIC DRAINAGE FACILITIES BY THE CITY OF PORT ST. LUCIE. CURVE TO THE BIGHT HAVING A RADIUS OF 2,056.00 FEET AND A CENTRAL ANGLE OF 27'10'32"; THENCE SOUTHEASTERLY ALONG THE/ARC A / / DISTANCE' OF 975.17 FEET TO A POINT OF REVERSE CURVATURE TO THE LEFT HAVING A RADIUS OF 2,206.00 FEET AND ACENTRAL /ANGLE �OF 9. /THE LAKE MAINTENANCE EASEMEN27*20'3T�(LME) AS SHOWN HEREON, ARE HEREBY DEDICATED TO CATALINA PALMS HOMEOWNERS THENCE " THENCE EASTERLY ALONG THE ARC', A DISTANCE OF 1THE P3 FEET; THENCE SOUTH 45'15'27" EAST, A DISTANCE OF 63.50 FEET; ASSOC,IATION,�INC., A FLORIDA SNOT FOR -PROFIT CORPORATION, OR ITS ASSIGNEES, AS LAKE MAINTENANCE EASEMENTS FOR THE PURPOSE TO THENCE SOUTH 0II0'28'37" EAST, A DISTANCE OF 1,126.98 FEET TO THE POINT OF BEGINNING. DRAW WATER FROM, AND ACCESS TO AND\ THE \MAINTENANCE OF THE /WATER MANAGEMENT TRACTS, AND THEY ARE THE MAINTENANCE CONTAINING 202.> 60 ACRES, MORE OR LESS. RESPONSIBILITIES OF SAID CATALINA PALMS HOMEOWNERS ASSOCIATION, INC. OR ITS ASSIGNEES. CERTIFICATE OF OWNERSHIP & DEDICATIONS: 10. THE WATER MANAGEMENT EASEMENTS (WME),AS SHOWN OR DESCRIBED ON THIS PLAT ARE DEDICATED TO CATALINA PALMS HOMEOWNERS ASSOCIATION, INC, A FLORIDA NOT�O�R PROFIT CORPORATION, ITS SUCCESSORS OR ASSIGNS, FOR THE PURPOSE OF PROVIDING DRAINAGE AND SURFACTEE WATER MANAGEMENT. A DRAINAGE AND IRRIGATION EASEMENT TOGETHER WITH AN INGRESS AND EGRESS EASEMENT SUNDANCE PSL I LLC, A DELAWARE LIMITED LIABILITY COMPANY, OWNER OF THE LAND SHOWN HEREON AS "WILSON GROVES PARCEL A PLAT 2", OVER THE LAKE 'MAIN NANCE EASEMENTS AND AN IRRIGATION EASEMENT OVER THE WATER MANAGEMENT TRACTS IS HEREBY DEDICATED TO BEING IN THE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA, HAS CAUSED SAID LANDS TO BE SURVEYED AND PLATTED AS SHOWN SUNDANCE MASTER PROPERTY OWNERS ASSOCIATION INC. A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS, FOR THE HEREON AND HEREBY DEDICATES AS FOLLOWS: RIGHT TO DRAW WATER FROM, AND DISCHARGE WATER TO SAID WATER MANAGEMENT TRACTS. 1. THE ROAD RIGHT-OF-WAY TRACTS R1, R2, R3 AND R4 AS SHOWN HEREON, ARE HEREBY DEDICATED TO CATALINA PALMS HOMEOWNERS \ \ / 11. LIFT STATION EASEMENT (LSE), SAID EASEMENT AS SHOWN HEREON I jA-UTILITY EASEMENT WHICH IS HEREBY DEDICATED TO THE CITY ASSOCIATION, INC, A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNEES, AS PRIVATE ROAD RIGHTS -OF -WAY FOR THE OF PORT ST. LUCIE (°CITY')„ITS SUCCESSORS, AGENTS,/EMPLOYEES, CONTRACTOR�DESIGNEES, AND ASSIGNS, TOGETHER WITH A GENERAL PURPOSE OF PROVIDING ACCESS AND DRAINAGE INSTALLATION, AND ARE THE MAINTENANCE OBLIGATION OF SAID CATALINA PALMS HOMEOWNERS / i ASSOCIATION, INC, A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS. ALL STREETS OR ROADS DESIGNATED HEREON AS INGRESS/EGRESS EASEMENT OVER AND ACROSS ITS DRIVEWAYS, PARKING, COMMON\ OR OPEN AREAS FOR/ACCESS TO, OPERATION PRIVATE STREETS OR ROADS ARE HEREBY SPECIFICALLY SET ASIDE FOR THE USE OF THE ABUTTING PROPERTY OWNERS ONLY, AND IN NO WAY MODIFICATIONS, INSTALLATION OF OR MAINTENANCE OF PUBLIC UTIL-ITIES__FACILITIES LOCATED THEREIN, INCLUDING BUT NOT' LIMITED TO, WATER CONSTITUTE A DEDICATION TO THE GENERAL PUBLIC OR THE CITY OF PORT ST. LUCIE, FLORIDA; IT BEING SPECIFICALLY UNDERSTOOD THAT NO AND WASTEWATER LINES, APPURTENANT FACILITIES/AND EQUIPMENT. THERE SHALL BE NO OTHIER PUBLIC OR/ PRIVATE UTILITY FACILITIES OBLIGATION IS IMPOSED ON THE CITY NOR SHALL ANY REQUEST BE ENTERTAINED BY THE CITY TO MAINTAIN OR IMPROVE THE PRIVATE STREETS INSTALLED IN, ON, OVER, UNDER, OR ACROSS/THE 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 OR ROADS. AN EASEMENT OVER AND UNDER SUCH (STREETS, RIGHTS -OF -WAY) AS SHOWN HEREON IS ALSO RESERVED IN FAVOR OF THE CITY / ', � OF PORT ST. LUCIE ("CITY"), ITS SUCCESSORS, AGENTS, EMPLOYEES, INCLUDING ST. LUCIE COUNTY EMERGENCY VEHICLES, CONTRACTORS, WHICH WOULD RESTRICT THE OPERATION AND MAINTENANCE OF, /OR WHICH MAY�I ANY MANNER RESULT IN HARM TO, THE CITY'S FACILITIES. DESIGNEES AND ASSIGNS, FOR ACCESS TO, OPERATION, MODIFICATION, INSTALLATION, AND/OR MAINTENANCE OF, PUBLIC UTILITY FACILITIES, CATALINA PALMS HOMEOWNERS ASSOCIATION, INC, A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS OR ASSIGNS, SHALL OWN, MAINTAIN, REPAIR, AND REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY E/ASEMENT, WHICH ARE NOT PRECLUDED BY THE FOREGOING, INCLUDING BUT NOT LIMITED T0, WATER AND WASTEWATER LINES, APPURTENANT FACILITIES OR EQUIPMENT. THE CITY SHALL NOT BE WHICH MAY BE DAMAGED OR DESTROYED BY THE CITY ITS SUCCESSORS OR ASSIGNS DESIGNEES OR/CONTRACTOR' IN THE CONSTRUCTION, RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENT AREA OR SUCH (STREETS, RIGHTS -OF -WAY, ETC.) EXCEPT AS SHALL OPERATION, MAINTENANCE OF, OR ACCESS TO, THE CITY'S FACILITIE�THE_CITY� ITS SUCCESSORS OR ASSIGNS, SH/,LL HAVE THE RIGHT TO RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY. A NON-EXCLUSIVE INGRESS, EGRESS, DRAINAGE, AND UTILITY EASEMENT REQUIRE THE REMOVAL OF ANY IMPROVEMENTS, WHICH ARE CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IF VIOLATING OVER ALL ROADS, ROADWAYS, AND ROAD RIGHTS -OF -WAY SHOWN OR DESCRIBED ON THIS PLAT IS DEDICATED TO SUNDANCE MASTER IMPROVEMENTS ARE NOT REMOVED UPON REQUEST THE CITY ITS SUCCESSORS OR ASSIGNS DESIGNEES OR CONTRACTORS WILL REMOVE SAID PROPERTY OWNERS ASSOCIATION INC., A FLORIDA NOT FOR PROFIT 'CORPORATION, ITS SUCCESSORS AND ASSIGNS. AN INGRESS AND EGRESS i IMPROVEMENTS WITHOUT LIABILITY OR RESPONSIBILITY OR COST TO THE CITY./THE CITY OF PORT�ST. LUCIE SHALL NOT BE RESPONSIBLE FOR/ EASEMENT IS HEREBY DEDICATED OVER TRACTS R, R1, R2, R3 AND R4 TO SUNDANCE MASTER PROPERTY OWNERS ASSOCIATION INC., A FLORIDA ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENTS EXCEPT AS SHALL RELATE TO/ THE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY OF NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS. IT BEING SPECIFICALLY UNDERSTOOD THAT NO OBLIGATION IS IMPOSED ON SAID PORT ST. LUCIE. MASTER PROPERTY OWNERS ASSOCIATION NOR SHALL ANY REQUEST BE ENTERTAINED BY SAID MASTER PROPERTY OWNERS ASSOCIATION TO MAINTAIN OR IMPROVE THE PRIVATE STREETS OR ROADS UNDERLYING SAID EASEMENT. i 2. TRACT A AND TRACT B ARE RESERVED FOR SUNDANCE PSL I LLC, A DELAWARE LIMITED LIABILITY COMPANY, THEIR SUCCESSORS AND ASSIGNS. CERTIFICATE OF OWNERSHIP & DEDICATION: IN WITNESS WHEREOF, THE ABOVE NAMED DELAWARE LIMITED LIABILITY COYP�NY HAS CAUSED THESE 3. THE OPEN SPACE TRACTS (0-12 THROUGH 0-103) AS SHOWN HEREON, ARE HEREBY DEDICATED TO CATALINA PALMS HOMEOWNERS PRESENTS TO BE SIGNED BY ITS MANAGER, THIS_ ZC rK� DAY OF 7,ej �_L'J' / ASSOCIATION, INC, A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNEES, FOR OPEN SPACE PURPOSES INCLUDING - 2026. DRAINAGE, AND THEY ARE THE MAINTENANCE RESPONSIBILITIES OF SAID CATALINA PALMS HOMEOWNERS ASSOCIATION, INC. SUNDANCE PSL I LLC, A DELAWARE LIMITED LIABILITY COMPANY 4. ALL PLATTED UTILITY EASEMENTS (UE) SHALL PROVIDE THAT SUCH NON-EXCLUSIVE EASEMENTS ARE HEREBY DEDICATED FOR THE . CONSTRUCTION, INSTALLATION, MAINTENANCE, OPERATION, REPAIR, EXPANSION AND REPLACEMENT OF UTILITIES, BOTH PUBLIC AND PRIVATE, WITNESS: _ _ BY: INCLUDING BUT NOT LIMITED TO, WATER AND WASTE WATER LINES, ELECTRICAL LINES, GAS LINES, AND TELECOMMUNICATIONS LINES, AND ALL PRINT NA NO tAC.Ao'i' ALEXANDER AKEL FACILITIES AND APPURTENANCES PURSUANT TO SECTION 177.091(28), FLORIDA STATUTES, THE UTILITY EASEMENTS SHALL ALSO BE USED FOR MANAGER THE CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND WITNESS: SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES PRINT NAME �titJV OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL NOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANC E, AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION. IN THE EVENT THAT A LAW, STANDARD, CODE, OR CITY CODE REQUIREMENT, RELATING TO THE INSTALLATION AND MAINTENANCE OF PUBLIC UTILITIES OR DRAINAGE FACILITIES, AS REFERENCED IN THIS PROVISION, CONFLICTS, THE MORE STRINGENT REQUIREMENT REGULATION ACKNOWLEDGEMENT: PREVAILS. SAID EASEMENT AS SHOWN HEREON IS ALSO DEDICATED IN FAVOR OF THE CITY OF PORT ST. LUCIE ("CITY"), ITS SUCCESSORS, STATE OF FLORIDA) AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES AND ASSIGNS, A GENERAL INGRESS/EGRESS EASEMENT OVER AND ACROSS ITS DRIVEWAYS, COUNTY OF PALM BEACH) PARKING, COMMON OR OPEN AREAS FOR ACCESS TO, OPERATION, MODIFICATION, INSTALLATION AND/OR MAINTENANCE OF, PUBLIC UTILITY FACILITIES, INCLUDING BUT NOT LIMITED TO, WATER AND WASTEWATER LINES, APPURTENANT FACILITIES AND EQUIPMENT. THE CITY SHALL NOT BE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEF RE ME BY MEANS OF PHYSICXL PRESENCE OR RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENT EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC _ ONLINE NOTARIZATION, THIS _24a4 DAY OF 2026, BY ALEXANDER UTILITIES BY THE CITY. AKEL, MANAGER, ON BEHALF OF SUNDANCE PSL I LLC, A D WAR LIMITED LIABILITY COMPANY, WHO IS ,� PERSONALLY KNOWN TO ME OR HAS PRODUCED � A5 IDENTIFICATION. 5. PRIVATE U LITY EASEMENT (PSLUE), SAID EASEMENT AS SHOWN HEREON IS A UTILITY EASEMENT WHICH IS HEREBY DEDICATED TO THE CITY OF PORT ',ST. LUCIE ('CITY', ITS SUCCESSORS, AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES, AND ASSIGNS, A GENERAL WITNESS MY HAND AND OFFICIAL SEAL THIS 164+1 DAY OF 2026. INGRESS/EGRESS !EASEMENT OVER AND ACROSS ITS DRIVEWAYS, PARKING, COMMON OR OPEN AREAS FOR ACCESS T0, OPERATION MODIFICATIONS, INSTALLATION OF OR MAINTENANCE OF, PUBLIC UTILITIES FACILITIES, INCLUDING BUT NOT LIMITED TO, WATER AND WASTEWATER LINES, APPURTENANT FACILITIES AND 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 IMPROVEMENTS OF ANY KIND --- -- — INCLUDING, -- BUT NOT LIMITED TO, LANDSCAPING CONSTRUCTED WITHIN THE BOUNDARIES OF THE EASEMENT AREA WHICH WOULD RESTRICT THE COMMISSION NO. & NOTARY PUBLIC, STATE OF FLORIDA OPERATION AND MAINTENANCE OF, OR WHICH MAY IN ANY MANNER RESULT IN HARM T0, THE CITY'S FACILITIES. CATALINA PALMS HOMEOWNERS EXPIRATION DATE ASSOCIATION, INC, A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS OR ASSIGNS, SHALL OWN, MAINTAIN, REPAIR, AND REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY EASEMENT, WHICH ARE NOT PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED OR A . • DESTROYED BY THE CITY, ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS IN THE CONSTRUCTION, OPERATION, MAINTENANCE OF, OR n IVIO�� nit Notary Public State of Florida ACCESS TO, THE IICITY'S FACILITIES. THE CITY, ITS SUCCESSORS OR ASSIGNS, SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY PRINT NAME: D'�. peatiny tale of ii My Commission HH 365551 IMPROVEMENTS EXCEPT DRIVEWAYS, WHICH ARE CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IF VIOLATING IMPROVEMENTS am Expires 2/22/2027 ARE NOT REMOVED UPON REQUEST, THE CITY, ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS WILL REMOVE SAID IMPROVEMENTS WITHOUT LIABILITY !OR RESPONSIBILITY OR COST TO THE CITY. THE CITY OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY OF PORT ST. LUCIE. DEPUTY CLERK TREJOA THIS INSTRUMENT PREPARED BY DAVID P. LINDLEY OF CAU LFI ELD and WHEELER. INC. SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 - (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. LB3591 ACCEPTANCE OF DEDICATION: PLAT BOOK �L PAGE SHEET 1 OF 22 CATALINA PALMS HOMEOWNERS ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION. IN WITNESS WHEREOF, CATALINA PALMS HOMEOWNERS ASSOCIATION, INC, A FLORIDA NOT FOR PROFIT CORPORATION, HEREBY ACCEPTS THE DEDICATIONS TO SAID ASSOCIATION AND AS STATED HEREON, AND HEREBY ACCEPTS ITS MAINTENANCE OBLIGATIONS FOR SAME AS STATED HEREON HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS DIRECTOR, THIS "_— DAY OF �SJi1_trY 2026. CATALINA PALMS HOMEOWNERS ASSOCIATION, INC, A FLORIDA NOT FOR PROFIT CORPORATION BY. ALEX�NDER AKEL DIRECTOR ACKNOWLEDGEMENT: STATE OF FLORIDA) COUNTY OF PALM BEACH) THE S DON FOREGOING INSTRUMENTfVVXV-CV44 AS ACKNOWLEDGED BEFORE ME BY MEANS OF X PHYSICAL PRESENCE OR — ONLINE NOTARIZATION, , 2026, BY ALEXANDER AKEL, DIRECTOR, ON BEHALF OF CATALINA PALMS HOMEOWNERS ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION, WHO IS .k- PERSONALLY KNOWN TO ME OR HAS PRODUCED I1 �_ AS IDENTIFICATION. WITNESS MY HAND AND OFFICIAL SEAL THIS DAY OF Feb AW _ 2026. COMMISSION NO\& NOTARY PUBLIC, STATE OF FLORIDA EXPIRATION DATE �b15Qsl _ COMMISSION NUMBER PRINT NAME: ttA_lU0(1 ny11 SUNDANCE-MASTER PROPERTY OWNERS ASSOCIATION INC., A FLORIDA NOT FOR PROFIT CORPORATION. IN WITNESS WHEREOF, SUNDANCE MASTER PROPERTY OWNERS ASSOCIATION INC, A FLORIDA NOT FOR PROFIT CORPORATION, HEREBY ACCEPTS THE DEDICATIONS TO SAID ASSOCIATION AND AS STATED HEREON, AND HEREBY ACCEPTS ITS MAINTENANCE OBLIGATIONS FOR SAME AS STATED HEREON -HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS DIRECTOR, THIS Z-4 DAY OFFA61tt7 iV026. - SUNDANCE MASTER PROPERTY OWNERS ASSOCIATION INC, rF,A_--_Notsry Public State of Florida A FLORIDA NOT FOR PROFIT CORPORATION Destiny Morinvii My Commission HH 365851 Expires 2/22/2027 IBY: ALEXANDER AKEL / DIRECTOR ACKNOWLEDGEMENT: STATE OF FLORIDACOUNTY OF PA\LM BEACH) THE FOREGOING IINSTRHENT WAS ACKNOWLEDGED BELLNS OF PHYSICAL PRESENCE OR ONLINE NOTARIZATION, THIS DAY OFF (h!lhr / 2026/ BY ALEXANDER AKEL, 'DIRECTOR, ON BEHALF OF SUNDANCE MASTER �T�INOT PROPERTY OWNERS WATION INC., FOR PROFIT CORPORATION, WHO IS -k PERSONALLY KNOWN TO ME OR HAS PRODUCED _ 'r AS IDENTIFICATION. WITNESS MY HAND AND OFFICIAL SEAL THIS _DAY OFb��'I2025. - A / COMMISSION NO. & NOTARY P`UBLIC,'STA-TE-OF FLORIDA� EXPIRATION DATE COMMISSION NUMBER PRINT NAME: �— uy Ceeln�tthn, � 1i SLUSD PROJECT NO. 11-681—A4 `1I-TY OF PORT ST. LUCIE PROJECT NO. P25-170 PLAT BK 139 PG 15 TITLE CERTIFICATION: STATE OF FLORIDA) THE UNDERSIGNED, JEFF J. WOLFE, A DULY LICENSED ATTORNEY IN THE STATE OF FLORIDA, DOES HEREBY CERTIFY THAT, AS OF THE --Zo_ DAY OF F—glr-"l7y 2026, AT lb; 00 AM: • THE RECORD TITLE TO THE LAND AS DESCRIBED AND SHOWN HEREON IS IN THE NAME OF SUNDA C I LLC, A DELAWARE LIMITED LIABILITY COMPANY, THE ENTITY EXECUTING THE DEDICATION. • THERE ARE NO MORTGAGES OF RECORD ENCUMBERING THE LAND DESCRIBED HEREIN. • PURSUANT TO FLORIDA STATUTES SECTION 197.192, ALL TAXES HAVE BEEN PAID THROUGH E 2025. • FALL ASSESSMENTS AND OTHER LIENS CURRENTLY DUE AND PAYABLE LEVIED BY ANY PRIVATE OR GOVERNMENTAL AGENCY AGAINST SAID LAND HAVE BEEN SATISFIED. • THERE ARE ENCUMBRANCES OF RECORD BUT THOSE ENCUMBRANCES DO NOT PROHIBIT THE CRE TI( THE SUBDIVISION DEPICTED BY THIS PLAT. DATED THIS Z'G DAY OF t e W"V 2026 Aza A. i JEFF J. WOLFE FLORIDA BAR NO. 135630 SACHS SAX CAPLAN P.L. 6111 BROKEN SOUND PKWY NW, SUITE 200 BOCA RATON, FL 33487 CLERK'S RECORDING CERTIFICATE: STATE OF FLORIDA COUNTY OF ST. LUCIE I, MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT OF ST. LUCIE COUNTY, FLORIDA, DO HERBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED, AND THAT IT COMPLIES IN FORM WITH ALL E REQUIREMENTS OF THE LAWS OF FLORIDA P INING TO MAP A LATS, AND THAT THIS PLAT AS BEEN FILED FOR RECORD IN PLAT BC K -� � PAGES) Z OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, THIS DAY OF _ 2026. O ice /Y- MIC LE R. MILLER Cl E OF THE CIRC T COURT ST. LUCIE COUNTY, FLORIDA `511111"1 llol CLERK OF_ . THE COURTvX ` _Ls VES PAR PLA W, I ON GRO CEL A T 4u BEING A REPEAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON GROVE, AS RECORDED IN PLAT BOOK 129 PAGES 50 AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND RFcnRnFn w nFFIrini RFrnRn annk inaa pnr.F *?7al T(1(:FTHFR un-na THE cni rru cIvF SFr OF TRo(:T C M T 1 ni i nF PLAT BOOK PAGE SHEET 2 OF 22 TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON GROVES PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 126, PAGE 309 OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 29 AND 329 TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. THIS INSTRUMENT PREPARED BY DAVID P. LINDLEY OF CAULFIELD and WHEELER, INC. SURVEYORS - ENGINEERS - ,PLANNERS 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 - (561)392-1991 CERTIFICATE OF AUTHORIZATION I NO. LB3591 APPROVAL OF THE CITY OF PORT ST. LUCIE: STATE OF FLORIDA COUNTY OF ST. LUCIE IT IS HEREBY CERTIFIED THAT THIS PLAT OF WILSON GROVES PARCEL A PLAT 2, HAS BEEN OFFICIALLY APPROVED FOR RECORD BY THE CITY OF PORT ST. LUCIE, FLORIDA AND ALL DEDICATIONS TO THE QTY HEREIN ARE ACCEPTED FOR RECORD BY THE CITY OF PORT ST. LUCIE, THIS DAY OF2026. 1 C CITY OF PORT ST. LUCIE: W JESUS MEREJO, CITY MANAGER ATTEST: SALLY AALSH, CITY CLERK Qo p"10 Tt.� SURVEY NOTES: 1. THE BEARING BASE FOR THIS SURVEY IS A PLAT BEARING BEING THE EAST LINE OF TRACT S.M.T. 3 OF THE PLAT OF THE WILSON GROVE PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 126, PAGE 30, OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID EAST LINE BEARS NORTH 21'21'24" EAST AND ALL OTHER BEARINGS ARE RELATIVE THERETO. 2. LINES INTERSECTING CURVES ARE NON -RADIAL UNLESS SHOWN OTHERWISE NOTED (R) FOR RADIAL. 3.NQTICE: THIS�PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. 4. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. 5. NOTE: THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1 FLORIDA STATUTES BY A PROFESSIONAL SURVEYOR A� ND /MAPPER EMPLOYED BY OR UNDER CONTRACT WITH THE CITY OF PORT ST. LUCIE. SURVEYOR'S CERTIFICATE: STATE OF FLORIDA COUNIY'OF ST. LUCIE \ THIS IS TO CERTIFY THAT THE PLAT AS SHOWN HER IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY \RESP-ONSIBL"E DIRECTION AND SUPERVISION AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT PERMANENT REFERENCE/MONUMENTS (P.R.M.'S)IHAVE IBEEN SET AND THAT PERMANENT CONTROL POINTS (P.C.P.'S) AND LOT CORNERS WILL BE SET UNDER THE GUARANTEES POSTED WITH THE CITY COUNCIL OF PORT ST. LUCIE FOR THE REQUIRED IMPROVEMENTS, AND FURTHER, THAT THE SURVEY DATA COMPLIES WITH/ALL,OF THE REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AS AMENDED, AND IN ACCORDANCE WITH THE SURVEYING STANDARDS CONTAINED WITHIN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE ,1SET FORTH BY THE FLORIDW BOARD OF SURVEYORS�ND-MAPPERS PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND ORDINANCES OF THE CITY OF PORT'ST. LUCIE, FLORIDA. THIS DA\ F FEBRUARY, 6. DAVID '� . INDL PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NO. 5005 CAULFIELD AND �WHEELER, INC SURVEYORS - ENGINEERS - PLANNERS 7900/ GLADES ROAD, /SUITE 100 (561)392-199� \ CERTIFICATION OF AUTHORIZATION NO. LB 3591 STO -OF 4�'•.• FLORA •.•' ..• y LAB° PSLU-SD PROJECT N0. 11-681-A4 CITY OF PORT ST. LUCIE PROJECT NO. P25-170 PLAT BK 139 PG 16 I FIT WIrLSON VES Pj4R GRO CEL PLAal 2 PLAT BOOK PAGE �6 BEING A REPLAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON / I GROVE, AS RECORDED IN PLAT BOOK 129 PAGES 50 AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND SHEET 3 OF 22 NORTH 15 NORTH RECORDED IN OFFICIAL RECORD BOOK 3046, PAGE 2761, TOGETHER WITH THE SOUTH FIVE FEET OF TRACT S.M.T. 1 AL L OF TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON GROVES PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 126, PAGE 19 30, OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 29 AND 32, GRAPHIC SCALE TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. 40 0 20 40 8o THIS INSTRUMENT PREPARED BY ri DAVID P LINDL 11 1 Q OF IN FEET > an CAULFIELD _d .INTENDED DISPLAY SCALE: WHEELER, INC. Q s I 1 INCH 40 FEET SURVEYORS - ENGINEERS - PL ANNERS 7900 GLADES ROAD, SUITE 100 �I e BOCA RATON, FLORIDA 33434 - (561)392-1991 CERTIFICATE OF AUTHORIZATION N0. LB3591 KEY MAP MATCH .LINE, SHEET 19 LEGEND/ABBREVI.ATIONS NOT TO SCALE ¢ - CENTERLINE,-' / /DELTA (,CENTRAL ANGLE �� TRACT R3 ss9.31 53 W 212.11 �, CC/_ ACRES cn - B CH o ORD BEARING + CD - CHORD DISTANCE 10.087 AC S89'31'S3"W 212.11' 3 PSLUE Q N N I j DE - DRAINAGE EASEMENT - - - - - - - r j L - ARC LENGTH L=63.38'„_ 38.11' 50.00' 52.00'-52.00' 20.00' } 50.00'I „ j LB -LICENSED BUSINESS �L=613 p4"� -Q=513 04 p=1'35'40" 7' UE N89 31 53 E cn O j LBE LANDSCAPE BUFFER EASEMEN 5 610 _p-5' L=19 37• C) LME LAKE MAINTENANCE EASEMEN 0 1S LSE LIFT STATION EASEMENT 6�j1 �. 60g9� ,L�66.6�, „ i N O cn WME -WATER MANAGEMENT EASEMENT �°c ,� G�'S ,SSg12 / �52918 �1*14'06" No O No No o D ORB OFFICIAL RECORD BOOK 0 p �' " 1' / p 15 w o 0 0 o n ^, c(A 210 63g2 �651 3$ „ DE N L=15.00 0? 00 OD 000 -a w I r*, v PB 1 PLAT BOOK �56 ��5 %63 • �' cn 0 283 0 0 285 o O s PG -\PAGE Gg p / L 130 co ^'- 281 rl 282 284 v_ c v_ m n '0 5 r? - 6500 SF I ri cr m 6718 SF - 6500 SF - 6500 SF 0.149 AC PSLUE -PRIVATE UTILITY EASEMENTS 9ro40 /p k rn 280 7211 SF 0.154 AC �' 0.149 AC m 0.149 AC m r6 I 00 6 7211 SF 0 0.166 AC I PUE - PUBLIC UTILITY EASEMENTS ��C,�,G 6330�"� �, y o 0.166 AC n, K o - o R RADIUS Vv N (m -� (R)\�INDICATES�RADIAL LINE Q J' Ln o o RBE -ROADWAY BUFFER EASEMENT /SP�� , ,D� 7417 SF p D cNr o 00 00 0 00 Z O SF -SQUARE FEET <� a 0.170 AC 1 0 - - _ nl Q C7 (S� , 278 -) .P n o � A=1 35 40 D 0 - I I m UE - UTILITY EASEMENT 7211 SF N C + Z nl ®PRM - DENOTES PERMANENT REFERE CE MONUMENT r6�0�` �s 0.166 AC A=1'30'19" L=15.89 20 Z -I I I Z 5/8 IRON ROD WITH CAP STAMPED ' y� �r' o, L-15.00 PSLUE Z O -� "C&W PRM LB 3591" p'� i9;+ " 8--Z) I '04" O pO - DENOTES PERMANENT CONTRO POINT r i9' 277.� f1-5'13'04 L=52.00' 36.11' S2.00' 52.00' S2.00' 20 02' 'TI I SOUTHEAST (CORNER I a� 7211 SF `r `J L_5200 N S89'31'53"W 212.11' N OF SECTION 29 �O' ►� - DENOTES 1/4 SECTION CORNE t�` 0.166 AC 00, •13'04~ SOUT}i LINE o LME o ti %P 276 i- D�5 p0 OF SECTION 29 �s + 7211 SFL52 - - S89'31'53"W 142.14' 0.166 AC 2 Op 20 _ 624 - - NORTH LINE + 5h5 i \ S89'31'38"W R3 F/ �� L� L� y OF SECTION 32 R=30.00 PSLUE �` � �• - - >RS •O �. �2s G_ ' ► ' ,�O �h�uhhhh h�rh rb,. A-89'S9'30„ O. I 75.00 750.0L=47.12'� 1SF/ tk . 720tK 384 66 AC0. o01o 1<0 6500 SF o o s0.149 oAC N m I- 274 \>r'S D��h2 / ri o ( 20' DE °D > a; o I a O D 00 �O 7211 SF 00, I z D m m I= z h �° s5oo SF o .h o a166 AC ��, .�,�0�, / TRACT S.M.T. 7 �-,, I m w i i6 0 F' /� �• O D, R=30.00' '�' 70.00' c'), o z r m SO �00 �, `� /p�L O ,\.�. O,, J h� OO / 3.990 AC �90'00'30" I 1 S89'31'48"W z `" m a D o �' m D Rs. 0.149 AC O, rL� , O rr F g`L \ o - z c) cI �A. h �h ��G 0� �. D��. L=47.13' / �+ c') zm n g I m c o cn --i n z �°c�Je`' .�h°� G�/� P '`h� O�° 273 ,�sO ,, \ S89'31'S3"W 142_14' N m _ N ,G ScP `�O' 386 tx� 6628 SF O o°c, / ry ry o I Z 9• 0.152 AC '� o° o LME o I I v A ti� 7771 SF SO rr hh� ,`Q �� O� 3R. J ih hti / \ " , _ / ' m 0.178 AC �• � / �� O s�, Der / i S89'31 53 W 212.13 50 I � �\� AS 4 / �, JF' tiR !y �, / L;64.57' 42.13' S0.00' 50.00' 50.00' 20.00' O J 1 > > '� / 9=g'4716 cn �A--1*23'00"I cn 6 �6 ?s, ��. AS O ? h 'Sh / 1;5ro- 64.5T 0 �\ O• >>1 > �h0 V XP 4,. DO • Q �ti �� sO rph �o, / " 1-% L� , 47.1g" N L=10.16' o 0 0 0 0 o , rl 'S1 r1 , O y l '9�, O• �, 51, D,8 0 / o 0 0 0 0 45 �, ��> l `SS �r r'S' ,,��h Gj / rrh, �S- 01 gyp. / \p�? 46 , . / c;+ o ►.; ►S ni ^; o �o coo- RIGHT-OF-WAY �� , 3z. �� • �.' o, 1 D '� 272 �, �o D' S� " 00 00 00 00 0o D c '� `� \ ' h� o �� , �� ?s O' °� / / %6� ' �' 246 m 245 0 244 243 242 0 n s 59 I (ORB 4704, S� �• D ° 1 ,�`'� ti 6500 SF O OF` 100 v� �� 16 N 5442 SF v 4750 SF V 4750 SF v v �, g �;r ^ �, sr6,. O. / p�'L �g N 4859 SF r*i ri 4750 SF r*' 0 PAGE 533) O ��i O•, ` 01 O' O O'S > 0.149 AC �� D 0. 247 �` 0.112 AC rr O W �/ 6 5442 SF 0.125 AC c`on 0,109 AC 0.109 AC 0.109 AC D 1 00 "� ^ / sz. 01 * ly �L " -c� t^� 0.125 AC co o to co co co V D Z �, °� /,`n�^� 'h° 271 �O �6�` �'�6 �i _ /248 0 A=1'23'00" o o v' L" u' 0 >� o� �. D, ?s` 5442 SF o _ N o o o j 6512 SF S 1 / cr L 7.87� - T�_0001_ UE t PSLUE c `�. r� +F. O 000.125 AC r` - O r r 0.149 AC O• o �o '� Q�' D • D6 D ,, �r o- .� 8.47'16" /I om o pG,�g 00 �O k. �, �` �_ / 42.13 �-��0.OQ_ 50.00 _- 20.0 D 249 �. 4716 �L=50.00 -( m > O O' ��h0�� rh'S°' ,doh �g'� �� O0, 5442 SF o !p`85p 00' "'S89'31'53"W 212.13' TRACT R2 r.' I oo a r "/ , ►v 3 PSLUE i0 D1 >O,_ 0.125 AC o. ,�6 ' LA4(E cn ( N o �, �� , 60$ LOST �' ., \ 3.6 3 2 A C a v %$ . Q� L'2 E. S89'31 53\ 212.13 (n o /po , p / D ,50 , 51 BAN - - - h�` / ��5 A6 ` 51• 92.13' I 120.00' �, I 1p 250 O •�6 D �240 , R=25.00 R=25.00' y' ' / h O �S. 5442 SF O. 'I • / " " �90'00 00 .p� D, r $ �' O 00 651 3q 16 PSLUE U'_ S89'31 53 W d=90'00 00 1 " o I 0D e'Sy 0.125 AC r� >D��h00526 p�p�5 Gp�2 3 42.13' L=39.27' 1 L 139.27' S89'31'S3"W 70.00' c ..� ,� .... / D1 .�'�B2� 20.53-'L=42.90' _ .; �/ - 1 l """ ...r ..,. .... ON= =on ...,�r ...� �%� 1915, . 6 ��"501�5663 ,51" �,2 pl=g•54'22" L1 1 i 0 � \ . 0.023 AC - =95 o m SR 251O .o��O i G� �5 �6 �g1 N89 31 53 E 91.32 �1 LINE L� g16 " p cn N89'31 53 E 93.67 cn T li LINE SHEET 6� 4786 SF O• �g O� D� / �20 0 0 0 25' 25' 0=58'31'34"' AS 0.110 AC " �'QJ D�rh �6�° �p N N� �18'46'S7" L=25.54, u �' 6=-0'27 33 .`L o 00 31_28 26 rn - F __ vE m o rn L=8.20 U! 9s L J�'1 p 4,`�`S• / / 2 � rw � 0 206 v cn�, G! �- DZ'Iv+l L=13.73+2 5 ti / rri rri o 5696 SF /� cn io I p I ph° �'IrorO�'SrO "'O_ 241 nNi 0.131-AC� Iv'_) \rN c cn ��6159 SF 00 i-hh 6919 SF co P m /rc /m I/) 0.1'4\ AC 6� 0.159 AC o c v N89'31'S3�'E_ 95.00i N89'31'S3"E 95.O,0000 r `rs�s i9cs II o 507 cn cn cn 6028 SF " � 323 N 35'06"W 47 00 00 _ o v O. S52' cn _ 2 0.109 AC I P I N N ►� rn c 204 O I 0138 AC 5 9.26 " o0 00 0o D 00 h I r'' 6 5 ,li 9 J TRACT 0-44 1 o5.2s 53 W rn D o 1u o0 0.14'2 AC oo �h D , m� -r - I -I / SOO• rNbh� �L6 R=50.00:100 AC N89'31'S3"E 95.00' N -�1` 1M� , - - p 1, U' TRACT 0-45 cn v D cow OD 15 DE -� h �� )`�6'? 0 0.033 AC 15 DE a cc oo C7 N 1 o D\o ( I N89'31'S3"E 95.00' N '31'53"E 95 00' I o / 89 co gyp• ' _R_=181_.00' 208 l0cn'lI cr Il 203 d=91838" r ' U I m Imo 4750 SF o(o4750 SF o 50' L=29.41' 0.109 ACo0 00 .AC .TRACT S.M.T. .O3.855 AC �20 N89-31'S3"E 95.00' 25' 25' N89'31'53"E 95QL1 MATCH LINE SHEET 4 P�SLUS , PROJECT NO. 11-681-A4 CITY OF PORT ST. LUCIE PROJECT NO. P25-170 _ `I PLAT BK 139 PG 17 I -,.-NORTH GRAPHIC SCALE 40 01 20 40 80 IN FEET INTENDED DISPLAY SCALE: 1 INCH = 40 FEET i i LEGEND/ABBREVIATIONS CL - CENTERLINE - DELTA (CENTRAL ANGLE) AC - ACRES CB CHORD BEARING CD - CHORD DISTANCE DE - DRAINAGE EASEMENT L - ARC LENGTH LB LICENSED BUSINESS LBE - LANDSCAPE BUFFER EASEMENT LME - LAKE MAINTENANCE EASEMENT LSE - LIFT STATION EASEMENT WME - WATER MANAGEMENT EASEMENT ORB - OFFICIAL RECORD BOOK PB PLAT BOOK PG - PAGE PSLUE - PRIVATE UTILITY EASEMENTS PUE - PUBLIC UTILITY EASEMENTS R - RADIUS (R) - INDICATES RADIAL LINE RBE - ROADWAY BUFFER EASEMENT SF - SQUARE FEET UE - UTILITY EASEMENT ®PRM - DENOTES PERMANENT REFERENCE MONUMENT 5/8' IRON ROD WITH CAP STAMPED "C&W PRM LB 3591" O - DENOTES PERMANENT CONTROL POINT ►� DENOTES 1 /4 SECTION CORNER f I. 91) 30 D�'L s � c�. 4 \ 0. o O \ d'N -0o O ICA' -%\ \ �Nvzo � p9 �1 7 cp C-A. 11 \0 p9 o�, G •N \ R N x a•r�o \'\0 N � ti5 Za 0 ` 10co r- �1a 0 `Q o. O_ N � Nr OM 0(1 CL_ ' 1 C9 Q 0, Q N 1 j U� m C. I I I � 3' PSLUE I I 40' OWN I W LSON VT-S P.4RCEL A PLA rl" 2 GRO BEING A REPEAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON GROVE, AS RECORDED IN PLAT BOOK 12, PAGES 50 AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND RECORDED IN OFFICIAL RECORD BOOK 3046, PAGE 2761, TOGETHER WITH THE SOUTH FIVE FEET OF TRACT S.M.T. 1 ALL OF TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON GROVES PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 126, PAGE 309 OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 29 AND 329 TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. THIS INSTRUMENT PREPARED BY DAVIO P. UNDLEY OF CAULFIELD and WHEELER, INC. SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 - (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. LB3591 :0 SAS,, 10' `gyp �R SR 252 9 4750 SF S &>R, 0.109 ACtK 253 00• � '� _4750- SF D�`0 "0. 0.114 AC oo�� p%erg" G r'o. 258 �s , ��o �� °��• `' �� Doti 54 SF 0 �114 AC Oo' ''� �� Kph ��,0�10 rL "ptk, 10. 4954 SF O� .'S��O' �10� �� 1ti OC�hOo'� SRO, 0.114 'C o. tK tK 4750 n inq SF "O• �t "�1 ' AC >• h0' 1c' /'ory I Iv j pc� / 260 954 SF �o 'I' v��o ��tiGO'�� cv61 233 O p • N L 114 AC O• "'4941 SF O• ��,'` ti� 0.113 AC ��J p ��`o D 232 X O , ,�,� '5 p%�•50 �� 5703 SF O' /ti�� 2,y�'S �- �\Qo• R 0.131 AC / R=25.00' R• >%\ ,P •�`L�O, / Dom, 9� A-=106.11'00" =a, PG 1 �'L'S p'S 60�5�0 ptib0" L-46.33' rn�� PG O• D �;'oo /R=1345.00' .1 clee `L5IN 5' N p 11b , 49" a=2'18'28" 1 D' 2 , a �0.42 80, L=54.17' 0009 . •(K�`L'' 4, 2 O L-�B' S 00 , 4„� 94�6 „ OI 45,55„E 9 0:�'� 20' R=50.00' " �6.38 0 6•A� 28 , 114 o• N �63 57 33 �N '26" tr 9 SF 42 0A ..� U) t _ 231 0 `o `n L=55.81' N 3.48 tr- 4 32 0 M' o N 0903 AC 5801G1 SF `' U t) rn IJ La " g5.00' (R) ' H ct 0.133 AC a � � � '�� M I 1 N79.50 24 rn o 1J � 1 95-p0' M s x 230 N79'17 26 E °N '� a �M o 00 4909 SF NM N uJ' 1 'to C-4 o N 262 ",�' N $� M o o 0.113 AC lato o 4928 SF W N J p p. N 11 1 11 1 o 0.113 AC o a �\ la "� 51'S2"E 95.00' (R) TRACT S.M.T. 6 n u 1' 11a 11 'n N81• o 3.855 AC 95.00' (Ri o co 0 o z tl 229 t0' r' I S81'32' 46 W _' m too)o N 4909 SF N M �nr� II 00 0.113 AC IIJ I 263 � p 11I ,r, o -`V 4928 SF N `r' n u 20 � v 0.113 AC f4 � 25' 25' I I N83'S3'20"E 95.00' R I J4 •y ""noun memo N83'48907"E 95.00' mum X=momma mom momm _ Emu now= I om AIA TC. T-T T.T NF qFTFF.T 5 = MATCH LINE SHEET 3 N89'31'53"E 95.00' TO TLI!25' 209 I v_N 0'0 4750 SF 0 0.109 AC m 10 o1 c 1 _ m N89.31'53"E 95.00' II 0 210 0 I 4750 SF of 1 - 0.109 AC 1 N89'31'53"E 95.00' 211 (ol 0 4750 SF 0 0.109 AC 0 0 101 N89'31'53"E 95.00' Ln 212 101 1 0 4750 SF o 0 0.109 AC I 01 0 N89'31'53"E 95.00' oN I(N 1 00 cn 213 cn °D\ 0 4750 SF (oI 'j m o �09 AC 0 m WAD n I N, N89'31'53"E 95.00' -c-ol coDx C7 oo/ 0 N 214 10l 0 4750 SF 0 0.109 AC 0 0 101 N89'31'53"E 95.00' 215 0 4750 SF o) 0 0:1-09_A.C� o I o1 N 89'31' 53"-E-9.5:00'-- cn 216 1 cnI 0 4750 SF 0 0 0.109 AC of � N89'31'53"E 95.00' 1 1 m c 20' 0 47507SF -�! I pi 0 0.109 AC c0 m m 25' N89'31'53"E 95.00' 25' �` "- 1(j TN89• can m r C lo) m N89' N 0 m 00 w To 00 5rit rn C m oro D ^' (o Z, 0 T 1 25' Col PLAT BOOK PAGE SHEET 4 OF 22 0e L v PSLUSD PROJECT N0. 11-681-A4 /�CIT�( OF PORT ST. LUCIE � /PROJECT N0. P25-170 PLAT BK 139 PG 18 :TiI/!!!i/o/I111� -►q Ilu�_ KEY MAP NOT TO SCALE I I i ,I NORTH i GRAPHIC SCALE 40 0 20 40 80 j ( IN FEET ) INTENDED DISPLAY SCALE: 1 CINCH = 40 FEET LEGEND/ABBREVIATIONS CL - CENTERLINE A - DELTA (CENTRAL ANGLE) AC - ACRES I CB - CHORD BEARING CD - CHORD DISTANCE DE - DRAINAGE EASEMENT L - ARC LENGTH LB LICENSED BUSINESS LBE - LANDSCAPE BUFFER EASEMENT LME LAKE MAINTENANCE EASEMENT LSE - LIFT STATION EASEMENT WME - WATER MANAGEMENT EASEMENT ORB - OFFICIAL RECORD BOOK PB - PLAT BOOK PG PAGE ii PSLUE - PRIVATES UTILITY EASEMENTS PUE - PUBLIC UTILITY EASEMENTS R RADIUS i (R) - INDICATES RADIAL LINE RBE - ROADWAY BUFFER EASEMENT SF - SQUARE FEET UE - UTILITY EASEMENT ®PRM - DENOTES PERMANENT REFERENCE MONUMENT 5/8' IRON ROD WITH CAP STAMPED "C&W PRM LB 3591" O - DENOTES PERMANENT CONTROL POINT N - DENOTES) 1/4 SECTION CORNER I e _ 7__ GRO CEL PaTA aim 2 PLAT BOOK THIS INSTRUMENT PREPARED BY P AGE BEING A REPLAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON DAVID P. LINDLEY OF GROVE, AS RECORDED IN PLAT BOOK 12, PAGES 50 AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND CAULFIELD RECORDED IN OFFICIAL RECORD BOOK 3046, PAGE 2761, TOGETHER WITH THE SOUTH FIVE FEET OF TRACT S.M.T. 1 ALL OF and WHEELER, INC. SHEET 5 OF 22 TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON GROVES PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 1269 PAGE SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 309 OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 29 AND 32, BOCA RAT90 FLORIDAGLADES ROAD, I (561)392-1991 TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. CERTIFICATE OF AUTHORIZATION NO. LB3591 IN83'53'20"E 5 .�. '48'07" E 95.00' (R) ,7.�.5' - 228 �� 6°;°°' " -' - - - _. NNW ,,,_ MATCH LINE SHEET 4 �,. .�,. N83 0 25 M o 2 00 � 4909 SF 0 ,' �66.56 42 ..r �., .�"' .� 40 o 0 0 264 ;n M M I M ,� 'cov 0.113 AC `j � �. a N89'31'53"E 95.00' N89'31'53"E 95.00' W, 4 LSON VES PAR I� U n 0o'NMI MMI c�n 4927 SF N ii a� r o r, J a a _ `� " TRACT 0-102 ►� I QJ i� 0.113 AC a N v i� " 95.00' (R) i� R=865,Op' \ TRACT S.M.T. 6 S00'28 07 E 0.033 AC 15' DE TRACT 0-103 15' DE 499.85 N 0 IO II II ir) M N85'54 49 E r� = N89'31 53 E 95.00 -• N89'31 53 E 95.00 O M r'r -' a o 0 3 N t` 1 -c`vc ' L=56 574-6 31�48" \ U40 ;n jl � A=2*22'50" `n r� ^ d=3.44, " C,9858, � 3.855 AC ,� 25 25 � p 50 �- II ry ;� - d= 4 ` 20 0 218 o 0 to Ot0 am Mir 5• 49 L, 0 4i o o Q o R a �r II o0 0 1_ L=62.74 II M o I► 0 43 15" 2.02' ME 0 0 w o 0 C) I S86-03 27 W 95.00 O i 0 a �n _ rn a 4 Q _' N L_4 , 4=2'46' 14 R=50.00 p 4750 SF cnI m I h I 50 v, o �N _ \ - N b o 227 0 99 Sg" 37' o 0 0 4750 SF o - N N N M - '-7 U. � o tt � I00 �' io 5809 SF o 1 v 0 5 N7 A-=104'47'19" 0 0.109 AC o rr. c0 o o (-D II I a r,r, b �� o z N 0 0.133 AC -' 0 3 50' 540, ` - o _ „ 10I c � Io I 0.109 AC o c \J N o 0) 5718 SF rn m n iv o i� U 226 48"W �' L-91.45 A-41'36�28 m m m a a N 0.131 AC " u \►�, c� II a " n Q w 5527 SF rn o0 53 18 -86• L=36.31 , " " r I p p tt d=47'19 50 a J, II d-=17*14'22" N01'S8 22 W tl 1 co 50 N89 31 53 E 95.00 N89'31'53 E 95.00 I o J a n W rr O �t n 0.127 AC 225 t o o " L=20.65 m, 0 L=7.52' 7.03 ► •crw i3 5137 SF rn o0 53 00, S40'39'01 "E cn m o - cv� r A=0'13 52 A=44'17'41" 0 U 0.118 AC ' o ° Ln N S87'47'52"W 93.88 N co L=5.13' " L=19.33� }. " , Q o or` w 224 rn o 0 15.68 219 I o to o I q--N881340 E 87.07 zo Q A=69'S7�27 20 ODE Z ;� N 5083 SF 0 53•op' 415' o - 4750 SF � o ni . PO N) o c 4750 SF o 5. 50' J = 30M A=6'37 47 ' _ _ 1 ao ao 0o m u II 3 _ 0.117 AC 223 a, '� DE 0 0.109 AC c i 0I o 0 o D I0 I 0.109 AC 0 o- - - <(--L=89.10'--- 0 rn iv I o o W � o 0 0 coo I UE -d=4.0 5082 SF --i m � 0 - I N89'31'53'E 75.03' , N o 4,3 a N 0.1 2 SF 0 3 r*i IV rri C r*i „TRACT 0-30 _R=25,00� ►.� _ O R=2�0 " R=770.00' d=13' , -L=54 7g, --d_2.46, " 0 6) 3 222 rn � � 2.5 " I I D m I I " 40 v �j e=1'43 12 0.011 AC �91'37 31� 0 L1= 8T11 49 2923" L_ -C,3 59 c� 0 0r N89'31 53 E 95.00 N89'31 53 E 95.00 0 20 � L=37.23 10.011 L=39.98 30.69' /L=38.05' \ 18729' �40 14 3 , v ) 5631 SF 221 0 � N J n N c° r 0o LIJE 1 - - R=.745.00 _ 7 0.129 AC 3 N 0 0 0 N89'31'53"E 181.48 B N83' d' 1�4'� L=19 �3.Sp A 5631 SF ao oo S00'28'07"E o (� Z o cn o4 28 W 2.29 �n 0.129 AC ^, Z 117.33 I ( 0 Ln m CD=19176� N ` _00 - 7' UE o \ N89'31'53"E 156.48' R=7 3' PSLU �' �50� m `o �� c°'i, 61?50h I 61791 _ _ _ _ ` o SF5 SF (PB 126, T- ,� 20.00 d=14'4749.. E -� 0 J Or+' 0 0.142 AC ipi00 0.142 AC o N PG 30) 5.00 �64.01 / 50.00 - 37.47 ,� �^ 60.66 - L=185.84' in N75• �541 0D o '� 0 I� ( c'- -a 0 z - z / A=4�37 _ - Q L/; , cv 4°'48 ` 7` N ci D O� o it 0 0 /1*C " A=1'35'30" �4350 L_ ``` 7 W 286 �Ue� c�3 PSLUE o A=8 55 0 �t 6 _ 33.13' ACT 95' 65 W� I (PB 126, r- N N L-14.4/4' L=20.00 �� d -2'38'll'' 21 3 PSCU `--3. 6,3 R2 5� �' ' U'_ N89'31'53"E 95.00' N89'31'53"E 95.00' 0o ao rn .tn o0 25 E N754 2 /� C 25 25 PG 30) W cfl i 0 175 0 176 0 E o 48" 3 5, R=25.00' TRACT 0-28 0 o cn cn 6081 SF 4750 SF v_ in 4841 SF 3 5257 SF �O o 95• M (' 178 Q 0) o � 50 p0, FIQALD w 28g 1 97'49'47" LO R=25.00 0.062 AC o n N o 0 0 0.140 AC 0.109 AC 3 N7 ee `�� R, A=90'00'05" 7' o D � o o 0 00 0.121 AC vi 0 54 ' AC 4 _ L=42.69 D _ 0.111 AC o U p/ 179 rn 7' UE 5�° °0`� o`"bV 28 OR/VE ` 4-65 3 0' L=39.2_ ,,C � UE q C I I _ A� Q o L 5112 SF 180 rn o 5 6.95' L,S 2" R, o „ un 0 �o.pp• 4 05' 47o.00' R=470.00' S89'31'48"W 70.00' N Z o o " o A=1'50 02 ,n 0.117 AC 3 4958 SF 4113'54' 3' PSLUE 2 D I I o o, A=1'08'55 / cn / o w o 0.114 AC 3 rn CB_ 32 L=114.09' � L=20.00 � o 0 0 �- 582. " A=O'S2'S2" L=7.23' 0 cn I - L=12. 53 iv 181 0 � 5p• 00, R= 38'04 "E ., o i'a D 0 0 ` u) 41 00' CD=113.81 CD=7.23 CB=N89' 58 14 E W 0 ODD I I / A=5n.of4'35 06 ^ 4750 SF N 4= " - - -1 cv ^ rn � � o � C _ 14'4724 � I I M rn R 64.01 50.00 37.47 / 4=4'35' 6" ^� 0.109 AC _z 182 0 0.00, B"S83'o4'30" L=121.32 S89'31'48"W 112.77' N O En vi R=4g E CD=120.99' 3 PSLUE n 1 O N 19'31'53"E 151.48' N R=625.00' d=14'4T19"L=50.p16 d 2 38;11" �°' 0 150 SF 3 rn o S. 7` L=34 , 5 00 d=14'4 " o D O D o 7� O O L= - l_28 09 AC iv 4-- 31 _ - 724 L=127.78' S89'31'48"W 112.77' cn N I N D I I N D LME 161.32' 76' :� 183 4 3 s8'1 " L-so o Z n - - - - - �/ 2125' °� 4750 SF rn o 6 d= 02 "-L=43.45 - ' - - - o c i m I (�' �/ p \ 50d 0.109 AC 184 ,ri 5'4724 A=5'01'44" 6.57 50.00 56.20 ? ni I O D I_ N op °� 4750 SF 3 °' o ( O.p. / R=30.00' 50.0 v 0.109 AC `^`� 185 00 - zo zo 7 UE I m 20 DE " ° 4750 SF - o 20' A-90'00'05 �` ` o, 0.109 AC ry 186 °�' uoi N m SET PRM (PB 126, I L=47.12 N7540. 5000, d 5064 SF rn 0o co N I N PG 30) v ` 48 W c'' 0.116 AC u 187 188 1 s 189 ^a 190 ,con MO I ` `LME 286 95, Sp °p, d 5208 SF �, 5148 SF 4750 SF 5339 SF o cn ` 0 0.120 AC M 0.118 AC 0.109 AC 0.123 AC c o I o, r 115.71. 4=3 5g,16„ Z o 0 It ni v m ` L,40 89, d= o o_ o oo 5'47'24" Z A=5'01'44" D cam° - ca ` `� ` N R=59p.Op' 59.62 L=51.78' 6.57' 50.00' 56.20' n N ( I �� \ ` 4 47'24 L=152.30' S89'31'48"W 112.77' rn O TRACT S.M:. 5 _ rn DMZ 3.._656 AC _ _ LME > -� m 0D� I N I - I r I o� oN p o o C p N R- 30.00 " R=19.00� - R=30.00, 0 o X m D I-0 r- � m A-89 59 55 A-90'00 00 0 0 z �, Q N c� A=2 L 17.72 L=47.12' 19 - z I c„ oo I o L=47.12' R=320.00' 20 zn,mv rn o� A--8'29'31" I 0 m -0 LME L=47.43' M N N m = �- C .� v, z N N89'31'53"E 286.04' N �� I m O I I 42.50' 29.00' 29.00' 42.50' 42.50' 29.00' 29.00' 42.50' p ` o I � '�1 0.05' N I rn p I vDmi Q _ _ y I I co 0 0 0 0 0 169 0 0 0 A=6'24 51 , 30 90, ` 20' DE I 45' i -1 o N L 35.82 cn 00 173 00 172 0 0No 0 0 168 N 42.5p, N7 �M - - I RIGHT-OF-WAY 174 0 0 0 0 0 170 0 °i 0 ao U `� A=2'04 40 5 4p' E ` ORB 4704 N o 171 .1 cn o o N o N Q o 48W ,, , 50.00 ( , = o �! v_ N v v 167 o U n L=11.60' 42 5 �� R=30.00 20 S89'31 48 W ) 0 4250 SF o t° 0 0 4250 SF 4250 SF c° �! ' � rn o D cn rn �, v Q 0 0 0 233 I PAGE 533 I ( o 0.098 AC 0.098 AC 0 m oo cn 4479 SF - 1 o 0 19 II II o0 0.098 AC o L4 N 0.103 AC O 0 0 29°o' � A=90'00'00" Z v' > D r' n En r O 166 o O 29. o' L=47.12' / o p N o 0 0 o 0 o II o o 3 4259 SF o 0 p � z vo 0 0 0 0 0 ►moo o N o N 165 0 0 42 N _v C co O rn n � 0.098 AC ^ 0 49_ -_ / v, 0 • o 0 0 0 0 0o co 3 I N X N - o 0 0 0 o N cn o� v , co o, 4250 SF o 0 161 S8 ' - - N -� 0 = _ 7 UE w c,� in 46 r N 0.098 AC 0 0 80' 2'47 55" p o -� o, 5.00 q �; .t 0 Q 00 00 3 \31, 42.50 29.00' E 148.96' LME cv o : O ( ^' o Cr1 - - , A=2'58 31 .j cis N �0 CO � U o iv 29.00' S89'31'48"W 140.39' � LLnn _n D -n o 42.50 + 29.00 29.00' - 42_50 - 42.50 2.80 L=29.08' _d=42326" 1 = 400) 3 Q U 0 cn \ - 42.s - - - rn 1 39.89 29.00 29.00 42.50 r- 100 a D o c „ L=42.9Y 4=3• 1 85' o 1� 000-, N Q 0 O Q \M zo p' D c� g> c I , N89'31 53 E 193.30 R=560.00' A=14' °8'1S" d' rn co to o n � o r. 159 2.65 --� o f 3 PSLUE TRACT R1 4719� L=144=3p 6T 161 \ N v v, - „ 3. 819 A C c'= R=535.00 A=14'47'19" 54 4` N o AN C; N 4833 SF U o Q Ni 158 j o No o I I N N89 31 53 E 218.30 CB=N83' L=13 '� 2co .5p 0.111 AC 3 Q 160� o cv - - 04 28 8.og �. °� n !� 0 3 4363 SF\ wrn ^ N�Q ai o 155 0 154 o W r R=25.00' - - _w CD_1377j' �2.56' co a, . 0.100 AC w tea, 0- a0 rn /°' o 0 o �, 00 q o M J A=90'00'05" N -'^- rn^ n o r N o w a0 0 157 156 ( 0 0 - 153 m N o� =39.2T 3 PSLUE Vi R= N7540, 2�0• 4.=1 p6• rn 0 rn O w 4799 SF rn o , rn o ► s o c � ;") - � r r O O N O N o N89'31'53"E 193.30' R=510.00' 25 0p' 1 4& ►N 2g� 50" o 0 0 •"� N ! i' oto r N o n 0.110 AC W 4433 SF v o 4250 SF o m _ A-10'59'11" L= 94 20'p4,. 8.32 HlQ/S` 1g Epp• L`16 , 0 " N N �t O N ! i . 0 0 0.102 AC r*i v N m D N ��0.098 AC 36.21' 29.00' 29.00' 47.50' 51.58' L=29.03' L=29.01' 97.7g' L=41 3 N75. C�/S` F 2 10' 372 91 !.�, �o v0i d= "o ^ of ^ �r o N o � n'� - o =3'15'40" A=3'15'32" L=37.10' 16 in. 40 4g"w ALLS 5 2 51 21 z N o :� 0i ; r 'o 0 0 ' d=4'1o' o� i ORl L=43.36' �� z N 0 " o 0 0 r7' UE rn N N m I a= 0'17 57 03" ,� 921p' - r ►� it z A--3'26'21 0 0 0 0 I N �14'33'45" 0 0 0 ( o L=2.66 '� ao '" ��' 1 -' Z A=2'14 20 0 0 0 0 0 0 0 0 ►'? a0 A=13'0414 w• 73, , V L=52.22 " L=6.35' ni ry ni ni I Ki V: L=5.70' co 78 N, \ \ L=34.00 - - - �7-U� A=75'26 20 I r13m O 86 vo 37 00 ( 00 0 0 ' c�R= L=32.92' 0 0 35 0 0 0 0 ^, 0 38 0 39 A=81 *15'50" 87p'0°• d=14'4T 12.27 7 29.00' /29.00'/ 42.50' 4 0 4248 SF _ N 0 0 - 4750 SF =I 5121 SF '� "� 24 L=224.58' - - - - 40' ( M i� 0.098 AC m rn c r^ 0,0 r*' I m w 41 4235.46 / S89'31'48"W 112.76' J o V 0 > 0 0.109 AC o.,, 8 AC (. U ,� U W MATCH LINE SHEET 6 o co - - 0 N - I (1� N ) cn a t\ 4351 SF on Ioolo 00 0m o0 0m oo ( oo No) In `� Nco -`n 0.100 AC rM M p LLJ o 0 0 0 7.5 0 r� NO3'43 57 EXv 0I I io a' 0 0 o I o 15' Z o z z 99.63' w o0 129.65' DE A=7'46'30" U p -' J 18.71' 42.50' 29.00' 29.00' 47.50' S 3 41.76' 29.00' L=71.92' N o N 29.00 42.50' 6.99 13 O 89'31'53"W 148.36' N8s•1s'o3"w 149.25' Q: R=179.00 �o C� �OQ�, N89'3153'E 153.03 a=19.32'24" TRACT10834 A=0*113'19" r a '- a La TRACT S.M.T.MEL=61.05' N 0.037 AC 43 L=2.05' I cO o o o a I I TRACT T. 3 N70'S5'43"W o _ 4342 SF .0 o U `n II 0- 0-1 (PB 126, ) 1 it "' o m Q PG 30 8.25 0.100 Ac u J Q U W 9. ,48" 4 � Z a MATCH LINE SHEET s PSLUSD PROJECT NO. 11-681-A4 Soo•28'12"E 25- CIT�YzOF PORT ST. LUCIE 194.59' ----.,PROJECT NO. P25-170 PLAT BK 139 PG 19 NORTH / 15 ,R �. f .. .ilm 5 MATCH LINE SHEET 5 _- 'T o CO. R,25 i W " / ,40^ d'39 00 0ON7s 40'48» m 27' 1j3 79, N - S89 31 48 1 50.00 KEY MAP �3 4s' 4 5 4° 8n �ACr R ° �- 4 _ - -- r- N 2.50\ ,4 W 3284 � 9. q 7 R=895.00' Q=14'4 5 S89'31 48 W 112 76' c o NOT TO SCALE N 2 0 29 cv -� CB= 724 L--231 ' 3 PSLUE • 4 rn / 0 7 9.00' _ S83043 " 03 HIBISCUS FALLS DRIVE o v co j o UE 29.00 3, PsL R-895.00� 4 E C0�--23_0.3g' _ S89'31'48"W 112.76' 2 J _, o 20.31`�- UE CB=SB "00 23 L=218.79' - - - o ^ o R=g 2'4100 R=25.00 » ' N to rn/ �/ N o o\ 20.00' d=11' » E CD=218.25' A=86'13'3 A=89'S9 55 L=39.27 U, 5 o , hi p 12 _ L_ 00 49 0 R-25.00 r3' PSLUE ►� ^ _ 4 -o / 0 5 4. L-17 , � N I � 107 0 5 = 21 6.85 L=37.62 c� � " o I iv 4250 SF Q oo C'22 19' oM d_2.45'13" QL=29.00' L=29.01' co Q 1 S89'31 48 W 75.00 - - - o. h. - o co 0 148 22" 16_ L=32.40' z v -� `� rr G rn 0.098 AC 3 op v o N 1'48 25 p=2.Ol'04" (oo v_ cn �72'32 13_�7 UE = II = o :n Q N p co s o (n 30 N o N It o) N p N oo `� 3 110 !; o N cn 0 0 L=31.65' EMERGENCYI J II 3 v^ I a o �o coo w 4698 SF N o0 0 o N ►� c"- 0= 7 27 42W 98.85' ACCESS �p 0.108 AC 3 0 `n N N i o �" EASEMENT v o o, U o o w o TRACT 0-29� � 11 N � ^, N � 3 111 � O a a I 42 er -`� O N 4582 SF v ;� .- o Q, o N = N ^; L=7.62 0.037 AC • i 50 ^ V. l� U 11 N N m N oo �! 152 v' R-=530.00 \i. _ u� = M N 10--15'19'20" o N:/ 29.00, 0) U CO ^ 0.105 AC ^ate- N M r-cn r� J I I o c o I Io ( c O ►� N ►7 3 �%+ r O 0 0 4247 SF LO II o ts-8-i�tt4,W'E 2g o • c rn 1t " o co u� co o m m 0.098 AC L-141.73 o m o N7 0 0 o o� � o in 114 / cn (3 o. ��I 5 40'4 0 p ;n �, 0 cv N I m o .�' �cy-/ 102.05' 8 �W 15 5140' 20 v� o o ^ o 434 2 SF S89'31'53"W 100.00' 28' S897,178r 100.59, „ 0 II 1' 90 DE o 0 0.100 ACM r+i �_ w14 Ili cNo 151 G P I C SCALE I A=2'42� 43 v� / S89'31'48"W 101.74' _ 0 0 � I °� rn N o° (o I 2900 SF o 40 20 40 80 _ �/ 2 5 SF L=25.09' .� 25, ( d=1' 3'15' �, p R-102'30p. _ 46.55' 29.00' 29 ^ wo �! w o m 0 0.067 AC ' 0 098 AC L=15.81' 106 N N - 1-3 2856': 00 42, ' o Ic I S89'31'S3"W 100.00' 50 I , N \ (n _� L_62.18' �p N82'05'07" 147.0 50 cn m I co N 25 0' c 4334 SF o / W 'ems - 150 N IN FEET) I O �''' 0.099 AC R=50.00 5 in o I0 ( 2900 SF 0 O S89'31'48" W 100.00' I 'I /\ �103'31'S5" INTENDED DISPLAY SCALE: 0.067 AC -4" 1'48"W 102.00' L=90.35' R=50.00'-S89'31'53"W 100.00' , 1 INCH = 40 FEET N P �45 P t,, �,, N S89 3 / ^, " 25 25 S89'31 53 W 100.00 Ir- 00 N(NI z/ z z I" I i105 t° 20 S37'33 54 E �79'57 06 m 1 jLn 0 098 AC 2 SF/v o o c�i� o I c�i� o 0 0 L=69.77' I 2.5 " 4250 SF N 0 2958 SF 23.55 �23'08 03 (,+ � � O c - ri r Ki c' rS 0.068 AC P I in I N 149 \ / iv L=20.19 0.098 AC �/ �'' ( /I m o° m CO N00'2812 W S57'4613 W I 10 c 4250 SF o .� - IIIII( m 4.73' o c 0.098 ACoI 20' N i DS89'31'48"W 102:OO�N 54.89' m S00'28 07 ES89 31 48"W 100.00 co 4S89'31'53"W 100.00' 2900 o 2958SFcill--� (o 0 0.067 0.068 AC 0 24.s3 S89 31 53 W 100.00LEGEND/ABBREVIATIONS . o INI n ow(A 2900 SF 0 rCENTERLINE O 46 r 148 .DELTA (CENTRAL ANGLE) S83148 W 0.067 AC m 4250 SF o Ln r AC ACRES - IN1 .9A CB CHORD BEARING co 47 103 S89'31'S3"V' 100.00-� CD - CHORD DISTANCE ( 0 2900 SF o I I 44�40 SF �' 117 ICI ( o v DE -DRAINAGE EASEMENT 0.067 AC ICI \ �/ �/l02 AC N? OO 0 2900 SF 0 °°L ARC LENGTH „ ,LB -LICENSED BUSINESS S89'31 48 W 100.00 �► S88.41 0'E 102.05' 0.0,67 AC o IcD I S89'31 53"V47 100.00' I cn o m z LBE - LANDSCAPE BUFFER EASEMENT 28' = 13. 8' I �I 25' 25' 20 I S89 31 53 Vt' 100.00 0 2900 SF 0 - z N m o LME - LAKE MAINTENANCE EASEMENT ih o 48 _` I I =� v LSE LIFT STATION EASEMENT °'-,�� 4494 SF o 0 102b I N 118 I►��) I o '0.067 AC r I M >zi o �, c0 - Ln 4444,SF 0. to cr S89 31 53 W 100.00 m _ WME - WATER MANAGEMENT EASEMENT N ._ 0.103 AC 0 17 ,� �n 4250 SF o N N N II a II M II 0.102 AC o o I Icli 0.098 AC I -) I. I 14s I o ORB - OFFICIAL RECORD BOOK J II II Z Oo D '� d> `° `° 0 0 2900 SF o a J D I (p 0 --� d II�J o 0 PB -PLAT BOOK I N8 '15'13"W 100.14' S86'53'54"E I 0.067 AC PG - PAGE = 102.04'�a PSLUE PRIVATE UTILITY EASEMENTS °' V D I S89'31'S3"NI �100.00' , PUE = PUBLIC UTILITY EASEMENTS I q � 44 49 SF _* m 0 _ TRACT S.M.T. 4 > ICI S89'31 53 W 100.00 I 101 0 _ I 2.482 AC ( N 119 / N , I� R - RADIUS Ii dv 0.103 AC :n � N N 4543 SF 00 °' / cn r.� 145 N (R) -INDICATES RADIAL LINE -� a N11 � N ,n co 0 4250/SF O 4250 SF Ln RBE - ROADWAY BUFFER EASEMENT I S84'02'41"E a -' ;u Ial 0.104 AC N �\ /I I 0.098 AC I 'I (0I 0 098 AC q SF SQUARE FEET o 100.29' I ) S84'28'45"E a �/ / UE - UTILITY EASEMENT ®PRM - DENOTES PERMANENT REFERENCE MONUMENT vi ►� 50 102.04' I S89.31'5=3"VI 100.00' 5 8' IRON ROD WITH CAP STAMPED c�v P 2909 SF N o r N � I ° 12.0 S89'31'S3"W 100.00' "C&W PRM LB 3591" ►I 0.067 AC °' D �r 100 I ( 0 2900 SF IoI 144 DENOTES PERMANENT CONTROL POINT jl N m •c'nv 4546 SF ocO iv % 0.067 AC 4250 SF in ►� -DENOTES 1 /4 SECTION CORNER I Ln M o �n N84 02 41" W J N 0.104 AC ,n WILSON GROVES M ai ►� 100.31 C'q a :`' I S89'31'53"VJ 100.00' N I� I 0.098 AC rm N� 51 Np I N J I co a ao cn PARCEL A PLAT 1 M �; ;► 2910 SF .0 ° _ s82•o3'48"E a o 29001 sF ICI ( cn oEn M 067 AC N o 102.04 0 0 „ cn 7- TRACT S.M.T. 3 u ;, " 0 ^ I 0.067 AC _ s89'31 53�W loo.00 N o o I m = Z _„� N84.02. "W J ' N :'� 29 99 - (n 143, co ^; (PB 126, PG 30) = 100.4o m II U ° 8 SF o o . J 0, S89'31 53 W 100.00 0 2900 SF 0 00 U' A � _. OD I n ( m a 4 ►� Ki to 1n J 068 qC 0 � I I , I� 10 - o " � c� M rn ►N 52 =' n ,' 5, N _, = 4 S82'03'48 "E 1 •'r'� c1q N 1 �2 N 0.067 A\ o O m 0 0 I �;� 404 SF .c`ry irk �i N bo cn o 02.00 II ,^� I Vci� o it 4250 SF I,U,I S89-31'53"W 100.00' m CO O v ( o I Z 0) 11 M 0 M O=- 4 N O ' d- _, II 124 AC 0 `t II r� II of 98 - II m 0.098 AC cn o cn 142 co D I -u cn • Q n� J I -� N :- 295 d, J O O� O n �-• M 8 SF o o I I I I 0 N)-1 N Io ( 2900 SF 0 N v N li !`�° io o = -' a 0.068 qC o of : ao o (TI 0.067I AC cn N rn I 1l S7g 47 » � v rn ' U co S82-03 48 •"� N �' ,v '2 E 100.37' N W l! "E 102.04' •a - rrn I S89'31'53 W 100.00 I( o I m S89'31'S3"W 100.00' o I co O. rri m m m (III II � cn - \II Ii 020' 123 ,n nc<oN 94IQ 4250 SF II --1 ao !0 N N n 551 141 O � -5 SC 0.098 AC nv50 SF� 5403A� N 0.127 q� 2 .i ct _ Ho o1Z II o 0.098 AC �o0 RIGOF-WA .CvY124II y °' v o M� (ORB 4704,S7331, ►o /► S89'3153 W 100.00 I Z 77 _Io S89'31'53"W 100.00� PAGE 533)QJ '24E`I124 � 102�0� 0 2900 SF o in'10�3144 N�/ c/j v I 42500 067 AC 2909 20 �p SSF S8931S3W 100.00.8 C57331jA058» -0 ,�5•6 I cnn 0) r � £ 1 D, N v 0.1 14 SF .N i� I 0 2900 SF o , 27 AC 00 0.067 AC S89'31 53, W 100.00 /i' ^`' 29055 26 // /� Jv 0067 SF h,J o%� 57302 " d ll� l I S89'31'53"W 100.00' I ICI I o Z �p p 59 E N 1139 N ;N ,00 N73 31 S vv N /cv •,°�' 9 102 04• / I I U, 4250 SF cn I N c� 8 / 5 ( �' 12.6 v IoI 0.098 AC o W /l 11 w J 11 2g5 .4 S 100 23, v J v S73• 0.068 SF _ / o o �, 4750 SF U? IoI \ \ I o \I 43996 : n o ,►� 02' A C o p I 0.109 AC / 59 0 0 S89'31'53"W 1 o0:00' v Q 101 SF M , of rn E 10 ;M N' / �� I m > o\ �.. S7 '� C N w /c/v 84 2' 00, U 11 �/ I I I I � I N o 0 43121 0 958 SF -v ''' � S89'31'S3"W 100.00_ 138 0 573, 068 a , -/ / - - 4250 SF in 100 07. 025 AC ,o o I P ( 0.098 AC o- ^� 10 2.0 MON / 127 v J S89'31'53"W 100.00' / 2 n 93 4 o U 2 I I-' 0 4750 SF - I o 5 137 0 44.21 1 SF a° 44,26" 0/ 0.109 AC m I I cNo I 2900 SF p I S v 1 A \3 ( 3 I L-. I-� I I I o 1 C 4---14, 1. 0 0.067 AC o / 57302'S9,. 3354'11" N S89'31'53"W 100.00' N w S89'31'53"W 100.00' E 11 j' 059, �` '►rr 20' 0 2900 SF I0 -- 136 cNo R=50.00 '► - 0.067 AC -I-�I c IoI c 2900 SF " ►,. I w m o m 0.067 AC o o LA=86.2606 maw err to S89'31'53"W 100.00, IN) So 129 tO cn I S89'31'53' 100.00' m MATCH LINE SHEET 7 2900 sF r 0.067 AC IoI 25' INI 42503SF N 25, IoI 0.098 AC o 50' PLAT BOOK � PAGE Iq SHEET 6 OF 22 ` S89'31'53"vv 100.00' ( I PSLUSD'PROJECT NO. 11-681-A4 CI,T-Y OF PORT ST. LUCIE "",PROJECT NO. P25-170 PLAT BK 139 PG 20 ---- --A, O NORTH Q/ O KEY MAP NOT TO SCALE I i NORTH i GRAPHIC SCALE 40 1 0 20 40 80 rim ( IN FEET ) INTENDED DISPLAY SCALE: 1 INCH = 40 FEET LEGEND/ABBREVIATIONS (L - CENTERLINE 0 - DELTA (CENTRAL ANGLE) AC - ACRES CB - CHORD BEARING CD - CHORD DISTANCE DE - DRAINAGE EASEMENT L - ARC LENGTH LB - LICENSED BUSINESS LBE - LANDSCAPE BUFFER EASEMENT LME - LAKE MAINTENANCE EASEMENT LSE - LIFT STATION EASEMENT WME - WATER MANAGEMENT EASEMENT ORB OFFICIAL RECORD BOOK PB - PLAT BOOK PG - PAGE PSLUE - PRIVATE UTILITY EASEMENTS PUE - PUBLIC UTILITY EASEMENTS R RADIUS (R) - INDICATES RADIAL LINE RBE - ROADWAY BUFFER EASEMENT SF - SQUARE FEET UE - UTILITY EASEMENT ®PRM - DENOTES PERMANENT REFERENCE MONUMENT 5/8' IRON ROD WITH CAP STAMPED "C&W PRM LB 3591" OO - DENOTES PERMANENT CONTROL POINT ►t DENOTES 1/4 SECTION CORNER WLSON GROVES PARCEL � THIS INSTRUMENT PREPARED BY DAVID P. LINDLEY BEING A REPEAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON dWHEELER INC. GROVE, AS RECORDED IN PLAT BOOK 12, PAGES 50 AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND CAULFIELD an RECORDED IN OFFICIAL RECORD BOOK 3046, PAGE 2761, TOGETHER WITH THE SOUTH flVE FEET OF TRACT S.M.T. 1 ALL OF SURVEYORS — ENGINEERS —PLANNERS TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON GROVES PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 126, PAGE �900 GLADES ROAD, SUITE t00 so. OF -rNF PI IRS IC RG!'/1AllC !1C Tuc of _. __'_ . _ _ G(II�A DeTn�� n noin• zz. i. i�...-..... ...,,. PLAT BOOK �_ PAGE 91c) SHEET 7 OF 22 UBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 29 AND 32, A 33434 - koolp92-1991 ' CERTIFICATE OF AUTHORIZATION NO. LB3591 TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY. OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. R=875.00' d=21'49'36" L=333.33'-� R, 95 S�0 43, »F dL 2J 49 360' / 100 36381, ao• , � C63 4S7" 3 a WILSON GROVES 0 4ss7 ,o s's8» a2j4ps.00, PARCEL A PLAT,,1 v 0N6 'p2 qc 2s� L'382.85,6" MATCH LINE SHEET 6 TRACT S.M.T�3-� �' 838, �o (PB 126, PC 30) o '� 36 w M� 3� 2s a s73o2s » 2g008 70Q 0 Ql C 019'37„ 9 E _ v o � 06� SF 0 / 4J , \ 5' 73' 111.1 p • .,,a _ Q / v o N683 qC ^� J ^ 1RAC R=50.00' ._ m�� N 836"jl, /o/ Q� 0.1 g 0-23 �98'51'06" �` AC L- 86.26' Tn �'"� �� o / O 290p9 I l0Q 00' � � V ^'� l %� N7 64 56'S5» \ I FACT $ � �b 0 SF co 42.5p' 9 39'35» L�Sg 68, 2.4 �' T' 4 S00'28'07"E TRACT 0-25 �WQv<u / fp' o N6838' E> •4C O V r� rn 2g•00, W 1.5 • 6 O i 82 A 0.019 AC h 36•w I /o R-,� •`� / 29.00' N C N79'39'35"W 60.45 co /N N / p.. �Q oQOp• �`�• �:N /4'/ W Q o0 2 5p N7 LIME _ oo,�ti S89'31 53 W 100.00' 42,500/ h N J N _ 42.50' 9 39 35 R '4r ,�<C/ p 0SF \ " 2�^ o ►� to rn o 00 00 29.0p, W 133 s5, O ��,��Og1� ► 130 25' I \ 2(9 iV 8 qC �`/0 25, �� ;v:'� � o Q o 0 29.00, N �-� cp 4727 SF v (NICli , +N • 68. \ h/ N -o_� o U o 0 c o 25 S89'31'53"W 100.00' /v� o 2S' Z � � �� c oco U o0 0 4j 50' 0.109 AC m "' `� rn d coo xW �oN coQ 0 0 1 47. ' L4A c {' 134 , N 100, l / 11 N N 0 Lo o co i„ O1 0 a 5 50 N85'00 56 W 100.45' m I I c 4250 SF T 50 I 4 6� O0 • J o N rn o o w V_ U o o D' 18.58' m 0 2S0 / <c/ q� �� ;v 0 N o N N O W w � U 0 E o ' S 10 5 , 29.13' 42. , � 0.098 AC (n Og8 SF w �' h 0 22'44„ N 0 a- 0 in w o cn Q o 0 0 69 o q C o� Q �� \ R-25 L- 0.1 T Z �' •cv N O =�`'co o r� Q 0 0 10.06' N w N I o N68 3 /moo/ ^/� N a 96. 0, 00' 2 o O d o co r�u Rai v, U '� ' O o o o 0 O I : V �' o -c�' m u� r� iu c" ire o I *1 0 -o o o I N N 36„ ry �V <^ 17" ` J p 2 0 o N o cot h o v I v� r� S89'31 53 W 100.00 N o 7 N 4� a! r co N 00 w <F ^' R� �41 �?4 \ �� • O N O O O 4 U tv I N N 2g 62 700 ?N O �/ \40Sp0, g6_ _9 0� 29. UE Z o N No o n o '�'� ' ADo U o � I o t�Tt o m o 0 29 0 SF o o N O I 00 0. 0 Op SF ^ CBS) d� 12• R 0 0p, 0 4 �► u� ^ rn cn Q cn 38 Z o :`� o .N `� 0 4► cn U o °o z D v_ I�) 0.067 AC o v o -4 I ,� o• N68383 6) qC o R-25 51 E412g» C,gg ��4 5p�42» = �42.5 Z z '•cov `h Nrn ocO in �O rn �w Q �, m = m m „ m N n cc"n m 6 w o�/ v 2N N/a 8S'11 » CD�8g.53' 1 / 32.13 3' p 29 I N cv o N N O `n c`v o W el. I �I v co .t I S89'31 53 W 100.00 N Gw . _ Q- p, 29063 1p0 /�,� Q L-37 19 R_ _ N SLUE 00 IZ o N o N ui N rn r v v 132 cn �, O O6,, SF 0p\ / Q O/� 7' / d_/430.00' _�_ 2�0 _ ' 0 N 0 N / Q I D o co 0 2900 SF o D I fV O � Q N6 A ; / / -� / 6•12.1 » N7g 39' �� 50, 2 0 o O Z I 101 0.067 AC cn C7 I o -rt O O 8383 " C o �w / ti / L-46 8 �_ 35„w 4 ` Z N N w m v_ o N 6" /oo Q� co/j.'r o� `� �_ 57 3 PSLU "o,. - Tf�gCT R1 07.42. 47,50• 2 z V 0 INI S89'31'S3"W 100.00' (c r i �OwQ O 4J>64 1p000, c�,/ h p' / 4 335' " ��=' 290 _ _�_ 3.819 AC 29. ' 29 7 0 , 25 25 rn d=33'3409131 SET PRM • _. _00 �- UE O ao » 4231 SF �' O D O �/ V 0 o SF ^c�'\ oco L_ 97 �- / 4 , \ N7 39' " 87 00 8 L 14.65 0.097 AC ►`0 °� cn ^n/ V. g 26. N o 2_� 9�- 46� 4 , 0) �� .� 6 qC / / r ^�' / / 4-362i•2 " /d co ./ 50 4 . SUGgR W 568,45_','�_ 2'S0' d=45'37'19" c S89 31 48 W v i coC S2• L_ 7 . co of io O 7' _2; 50 _ SAN 3 I w i = Q 1 2 " o o , 15.8g ;-� UE N7 D P L=19.91 50 00 Q Op 2 /h ^� o 4-48. a f1 0 0 29. 0' �� 939 35» S]REE]' SLUE R-25 0p I r S89'31'53"W 95.83' N -� �-, 9 08' N/ a o w l/ r 49• „ 0 N J O /0 0 �0 `29 W 5 10 ( c 4 / _o • �+► N L_ , 52 00 6g �_� 0 4 • n co u o h' o _ 21.31 ' � �� U � U 0 _ 45 — 8 32" c,+ iv T/E 2S2" ^ ^ ,c`w co ^ �c� U v� Q N/Q o o-�7.50' i ---�L;43 gg' "' 7 cN�+ I r`' 2' o 20' TO _ �, o <n' u� Q U ASL� 1� ^ 0) CV oN ��cn W oM� in o'�tW OD L" 4_v o o 47.5p ` L"wo ' r I o-�o corn rn o N rn o so o 0 O N _� _ 59.23' °' t3 N 2 v N o N N 0 o NID N `� °� �W o� `� 4 U 0 0 ^ �Op' N7g3g, W \ o /w / / `� o co :� o �o o cn Q� o / o 29.00' 1 3 Ps 35 W o W O ,ry . J o 4= 0 2, o L rn 4,' c> o 00 5, LIE O O I \ o �, 2 44" ;�, co o co�N q N o r, o o �/ Q o 0 42, 9 W N� w o 2 L_ 13 _o _o o v- t o co W Li- U o 1 0 � 50 �_ — `n m � \ ^ oo/ Q N 20 z Z Z o 0 o N/o ,� n0 0rON w N Q '^ U o0 0 0 42.56- - 3' pS N o'o(,q 00 � N p ,� 29. ._ �, N O N ,o ►� o rn /.Lu N 0 0 2g 00, LUE o o N O D I r. rn c�, / 12 r 29, , 2 O N o N `n o W Q 0 -- v� • n •...4 M \ Op / 0 ;v o �^ .- / N ►\ o rn V_ U o0 0 _ 29• 0p, o o � -4 -1 I m U) I c) D 29.00' Z o �;� �� 0 N 0 ^ 0 w "* Q � U 0 0 �- 42 , N Z rrj o o `n moo ,��i � o r� v�i U o o 0 �' ,� I c W co _o m z \ 2 ' N rn o/ire ^ o W Q o 0 7 48. 55 o rn I r:� 'o m \ 42.5p. 2� o N O m o o co V_ U o o UE _ o z o D "' w cn \ / 29.0p. � 2 75• IN 0 N0 .N ��0) r4! �Q �U o 0 zo -� I rn a� mD n o � m / 29. \ I 0 N N O !\ O co v) O O + o O K Z C) c N 0 �, p0, IS. 2 0 d 0 NO =�" quo►` �Q of Hj� � rN z I o � z 96Q0, / 47.5p 1 2 O o d Ro co rtu no v4i U °' TRACT c' z v 'il Q �, DE ., N O .cy o� O Q O_ � D - 4 w • 4 7• z o o N o ' o co "w co 0.17 21 ,yam ^� L" -i 0 I \ ZQ 18' +' d-14• / 50 N O N N oLo 0 AC ^�. �/ N m = I I n N \ 34 C` . 5p38 N7g•3g, „ 29.00, Z o N 0 N NO �'� �� Ln ..747.5 . L-517,12. /S 35 W 56 , 29.00. 2 o N `� o �, ., �, I m \\ 1 TOrA� /' / 1912p'47"� %•84 42.5p• 2 O N rx ��Dc W I � \ 6 7R ( m \ L1M1 T OF p�q 7 / / 235 �''20 42 5p, 29.0 d'0-4s'33„ Z 0 ��0 N T / A C 0 2 L-2. ' ig - g 0p 02 , c I �- �' / d-22 Q6'17» 40. 72, �Q o m 45 - I LSON GRO 7RACT ,4 L_54 01\ �0. N RIGHT OF WAY VE/PARC R�1 v (ORB 4704, I iPB 132, pC 2A P�'T 3 SET PRM PAGE 533) eTRgCT \ ECkER RN/ 10 UTILITY EASEMENT \ �150, ROAD (ORB 5063, PSG 297 RI cN T, OF-, &LIB / ) --- -i / \\ % I2I WAy -- G 7� \ co NQ> Z�-� -� - \ - ---� _ I o m m BLOCK 8 _ I A D o THE ALAN WILSON GROVE �--- Z (PB 12, PC 50-50A) ----__ I r\ I I _ BLOCK 7 THE ALAN WILSON GROVE () 10 PB 12, PC 50-50A UTILITY EASEMENT — (ORB 5063, PG 297) / I � / I PSL-USD�PROJECT NO. 11-681-A4 CITY,OF PORT ST. LUCIE PROJECT NO. P25-170 PLAT BK 139 PG 21 iZi GR 0 VES PARCEL A PLA BEING A REPLAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON GROVE, AS RECORDED IN PLAT BOOK 12, PAGES 50 AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND WL ON RECORDED IN OFFICIAL RECORD BOOK 3046 PAGE 2761, TOGETHER WITH THE SOUTH FIVE FEET OF TRACT S.M.T. 1 ALL OF NORTH TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON GROVES PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 126, PAGE 30, OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 29 AND 329 GRAPHIC SCALE TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. 40 0 20 40 80 j THIS INSTRUMENT PREPARED BY ( IN FEET) DAVID P. LINDLEY INTENDED DISPLAY SCALE: OF / g 1 1 NCH = 40 FEET CAU LFI ELD and WHEELER, INC. /Q SURVEYORS — ENGINEERS — PLANNERS 7900 GLADES ROAD, SUITE 100 NORTH LEGEND/ABBREVIBOCA RATON, FLORIDA 33434 — (561)392-1991 ATIONS 9 1 -CENTERLINE CERTIFICATE OF AUTHORIZATION NO. LB3591 � � 1� o - DELTA (CENTRAL ANGLE) AC -�ACRES 10 ` / \ CVB CHORD BEARING CD - CHORD DISTANCE DE - DRAINAGE EASEMENT L - ARC LENGTH 11 LB - LICENSED BUSINESS t O LBE - LANDSCAPE BUFFER EASEMENT LME - LAKE MAINTENANCE EASEMENTI 5 LSE - LIFT STATION EASEMENTI WME - WATER MANAGEMENT EASEMENT ORB - OFFICIAL RECORD BOOK PB - PLAT BOOK / 6 PG - PAGE PSLUE - PRIVATE UTILITY EASEMENTS KEY MAP PUE - PUBLIC UTILITY EASEMENTS NOT TO SCALE (R) - INDICATES RADIAL LINE RBE - ROADWAY BUFFER EASEMENT SF --SQUARE FEET �i u•• UE - UTILITY EASEMENT \ .o 9'PRM - DENOTES PERMANENT REFERENCE MONUMENTj �� 5C&/8 N R IRON WITH CAP S�AMPED/ "W PRM LB 3591" S°; �'• F O - DENOTES PERMANENT CONTROL POINT ��o ems•• n� - DENOTES 1 4 SECTION CORNER '`� ►t �� " r 1 MATCH LINE SHEET 9 (� o 's I V p 68205 SF Lam, v��` �� l� V �tK 0.157 AC �p0 ,��0 �• 9�� 'p S Lo SE \ \ �o \Z\ o`�� F ��\ °° 68394 20 SF , \\ �\\ r'O� .157 AC 0 po moo: \ �O — - \ \ ��. ems•. o WILSON GROVES 20.>° s PARCEL A PLAT 1 � �� ,393°?> �� REC TRACT \ °° s� ti� 6820 SF (PB 126 PG 30) \ \ \ /°' °o•s•• �� 0.157 AC n� I / / m / / ��1 / 6 ONro \0 sue. PLAT BOOK �— PAGE 2��' SHEET 8 OF 22 p0 270 7202 SF S� •. 0.165 AC A• r� 269 '�� r �°_ MATCH LINE SHEET 3 7152 SF ��,• , pp, ��• 0.164 AC _268 ter, / 256-S 00r Dk r 56 ��oo TRACT S.M.T. 7 3.990 AC Jo L=43.91' o 9 �i \ 00 `rigs o0\ ° Y ems.�sv� ��, ��' o� 40001^6� 529 tP, o11495 SF \�` �, v►s0. R=30.00 Y G L=51.30' V ��. 528 8960 S0.206 AC F 01010 \ 000 lb Lo\ OF f WILSON GROVES \ PARCEL A PLAT 1 � ` PS SD PROJECT NO. 11-681-A4 ` TRACT S.M.T. 2 \ CITY OF PORT ST. LUCIE (PB 126, PG 30) PROJECT NO. P25-170 PLAT BK 139 PG 22 NORTH I � 15 MAP 111111lf0,11111/� WILSON GROVES PARCEL AL PLA'I'" rOwd BEING A REPLAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON GROVE, AS RECORDED IN PLAT BOOK 12, PAGES 50 AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND RECORDED IN OFFICIAL RECORD BOOK 3046, PAGE 2761, TOGETHER WITH THE SOUTH FIVE FEET OF TRACT S.M.T. 1 ALL OF TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON GROVES PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 126, PAGE 309 OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 29 AND 329 TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. THIS INSTRUMENT PREPARED BY DAVID P. LINDLEY OF CAULFIELD and WHEELER, INC. SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 - (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. LB3591 MATCH LINE SHEET 18 PLAT BOOK 1:5� PAGE ��a SHEET 9 OF 22 MATCH LINE SHEET 15\_ N85�\ '23"W ,25.00' (R) �' 2 MATCH LINE SHEET 20 J�''' 20- � memo m� 0 TRACT 0-70 r I 0.0517 AC DE I - .... ..� .... e1eo. ,.,e. .••o �... "o'e ` S89'31 53 W 125.00 25' 25Troli 5875 SFN86'05 31 'W 0.135 AC o ' 20-7 N85'28'23"W 25' 25' 125.01 R I 427 ~ r 125.01' ^ LO - I I b O Q=O'50'47" "o = _ 20' ��i 5875 SF J c,, L=20.00 I a-0 46 29 , r�� - d : f w 477 r� rn ; 0 0.135 AC m o 0 ' o `� `r °'. I o m IOI rn N89'31 53 E 125.00 ' rn d 501 L=20.00 .►� rn ��O 11 u O 6135 SF r. ^ ao m -° n, n� 6262� SF ''� r:� of °° �,o N '' a - 0.141 AC -,"n I I o � TRACT 0-65 20' DE o I W ' a 0.144 AC �► `n `n `� o °-° Sri II �; :`� z S89'31'53"W 125.00 o m o 0 'J N II. 'lh� i� l��00 � 4 C' j� I I O N Z ni m c 0.057 AC c I 1�y d J II `oi /0 O II II tV O O ' 4, ' -i a•- J ^ t N8336'18"W a ►�i o N TRACT 0-66 20 DE O O --I mo O N89'31 53 E 125.00 r 0) r N82 38'16„ W 1 \ o �_10 b 125.00' (R) o N TRACT S.M.T. 10 r- o 0 0.057 AC lol v Z 41s P I I ' ' 00 N 25.00' (R) :� !'� c� ,n to r o !; o O C7 ICI 5875 SF / O O v `� o. 3.606 AC - S89'31 53 W 125.00 1-00 0 rn I I/�p W �% N �t ; r 478 I m \I -� 0 0.135 AC o I I 502 r o ^ter /. w �' II' 6057 SF r� ° I Ic o . N ►� el r ;6 -j II LO Z 6146 SF N d► II !� jr o N a 0.139 AC M 426 `' D o y a 0.141 AC rn' a /r- II I I ( ' .: \a o a rr „ ►► I o n G'I N89'31'53"E 125.00' I p Q o o Z� S81 51%38"E �5'S8 46 � � 0.135 AC P o Z o^o \ 125.28'L=5.22 I I I °' 0 TRACT S.M.T. 11 r N80 38'56"W 125. I/^' U mho �h' \C/\ 0. --1 T 0-68 20 R=50.00' " _ -I I r, I 415 4h, I 4.968 AC J o0 N / 00' (R II i p v N 4� S9 , 90 AC �71'54 20 R_ 168.00 ( S89'31 53 W 125.00' 5875 SF I V ' zo ' ^ 503 ) 'ilaf 0; `^n \?70, a\6SSS• L=62.75'-3'38'11 c.+ ( D Io I 0.135 AC o / ;.� �i ►► 61/46 SF o./ I ri C�S� 34" \ L=10.66 N 425 II f N a 0�141 AC N/►� ^ O �V CAS S3' R=50.00' 6470 SF ICI " • ry �/o �. 4�1. �O>- - d=4'21'43" 0.149 AC N89 31 53 E 125.00 , o'n S , \ �116'18 40 0=4'21'43" 25' 25' N o 20 �� L=12.79' 'T^ W o ' v r N783g, a J /�. g �\ \� \ Q 1S)0 L=101.50' 20' L=22.31 Oo v1 S86 06 24 E O 414 I ' 36"w 125 0p, / j/ v 406 0 4�1S1p�,s�0op• \ C. 10�00' 125.00 R I I 6901 SF �n. I n I I i '� 504 (R) a ' r 0 163 AC h 7105 SF1S " 4\ F \�3 S1 J.9' r - ^ 0 �'I 23 �S A=7'31'05" 0.158 AC * W J ---1 a i/ SF r" I ,o ^`�' o (� 2Si , \ 3`3"F. o.at L=45.01 I / a 6146 0 . M C� "� ' 2N co ^ 407 0 4�1,SI0),S s� S1, ^ 0 424 I I I a ' D o N 0.141 AC N ti / I n a) O ,°) �? CL' Q n ,w 6129 SF ^�. S1S0" 4" do //� 8061 SF r, S82'57'02"E 125. ' ' o I I ,_ ^ M c^o' 0 0.141 AC ` �4' -� I! 0.185 AC �, ^ 00 (R) oo N�6• '16 W °� '�O / ua `� 408 0 4<• to 40 t O, S O S 125.0 (�� ? �), ti o� 6130 SF ryh' 1S ;0�' � -'0 , c^o w co rn ji„j ►� rn l u� 0 (R I O 18 i ?6" _ ``� 0.141 AC ^ 149•' 04 • " H �; �i o o ^ '0 413 ® m mi 1 Il ) R� 4I� /. 61' .O� O �� O r 3g E N N 11 ^ r I Y 0 J // 505 4180• ?S Op \C 33004 ), h c[v 409 00 O // O ph 1? / 11 N J 11 6946 SF d _Ld E" 0 0 / 6146 SF o. / C\ 233 "� �8 • U o� 6130 SF h S30, /� �� v �. S Op, / o ''/O ,, v 0.159 AC o - v- 6 2 S• S' a �� r N I 3 F ° 0.141 AC_'�' 3 , v • (R �o ! S, ^ N � m m 0.141 AC N d• 4 3 9 co � o ! 0 I °' w w / ;� M Q S p8' h , a1 S1' �� :�``� �3 ?8y ti/ �r �� i�o vo o SOS' o o r N74• !! !� S68.2.85' �4)o0g•\ %' ry�o r� 410 2,))h' O ��° 423 12 ° J I 5. ' w w / Oo �0 40 56 �_6129 SF r�AD 8061 SF / / !i ,,� in ;n o a 00� (R ' j w z .h 125. oo, � 4�gs; ?S p F SC�F� �� 515 " ^�0.41 AC �.`�d G , �S 0.185 AC v v o M .� M 00 20 `� \ 4 0 o` Q 'A=1'31 A• M W a n v 506 (R) C, 2 0 N �� /\10 W L=4.49' OAS , h 00 v u 412 46 F I W ' N w 6146 SF r g 3 p \ / R . 4.�,�- q�� O D` C�` of 4�' /i 69 S / N 0.141 AC N 'v Z SCUF �144 �4- S1S " 0) �i<v •/i i� C>� 00 0.159 AC r ' Z \ :� ^� JCS R� S po, 4� p1�� o •h'4j 2S0 �,� a S6� N7 , ^ /� O r / 60 \ / �� l 4\ /� 422 O /� 2 41 36„ a !� w �; o o °j 4 4�?2953 \ C ?�p0' �133 \ 4�1' //�' 6083 SF 000� r ' W v J `07 10" \ e. I 8' S . O 4� J ^ v� ;v 125.00' �i d l! :� O Q o C�4 S 1 \ �6 3p S,3 , 0 <� Mpg / ��' tiS �`��• Qw / �N R=1270.p0' 4=s•4 " i w 507 ) v o 6'1 y -4� -S7 3 �� 47•, .34 0-� S,. ,� w �o W (R a �o M, < 3" C� 7 U 9 0 / 6897 SF /! co ~ /�� h' 63 / 2• ,y D� ) ' I E 3 L= v ^0 ;n v /G N ?p),3 �?'qc \ \ c0 <•3 89, 4.� Off'' ?' v ri ii 411 / p• R=127p.00' 128.95' 0.158 AC n r w o o Q p ^ 13" \ 10 %'� �38 86 `s� 421 v 6948 SF I _ .M ,cV �y 9' A 5807 SF ,� �j S r / E �2 3g17" 4_ N %� W N / rn' 3 0 \ C� 6 �, ? ,� ti 0.159 AC SAC C, S• o 405 0 4� S�6 �C , S2. 0 133 AC Sool i ` = 9 0�1% 502.16' C,125201" O Jw /N �� d 2 q N 7227 SF ryh' ?0)•`3'\ C l\ �1j `�j•/ ' Q O' �o S a N 11 o. Q 6• 9• i TRACT S.M.T. 9 3' PSLUE 4 1 7/ i� v co ,M o /� ^ 0.166 AC 13'; FS 8 2/ o 3�. S 12• '� S' �,� z\ �\ ly 3,, co �h. 4f21•31' " -AC o 0 16 �, ►�� m N �CF \ s?� s�. ^ a� ass 'S� �qc 1? <.8 2p., it �� 2.914 AC 465. 76,_ �` \ Rat N !! r V / / NN r<v 404 O < V S S / '`� °� / ?• o l S v a / a Soo 6164 SF o are? sz63, O917 T S�s 0.142 AC ti� 0�'1 c�� lF\ \90•c9�. ti� '�� rw/ O� ��a �Oy o• ,9Cb'yf lam/ 4� p's h�O 3'• S �^� CATq ps o� C-27 Flo" N� 403 Oo \ \ \ / •�� ..� SAS, <�sso, 8� DNA pA � � F v� 4, �?' 2 ,3 6164 SF tih' \d <.5�6 \ � �� •tih ��^� �\ �--_. pR� I*S p a ?g, �, o,. a ^ 391 4�� S �Rs� / R=50.00 ?• `� 0.142 AC ?• 3• RIGyT,ATE RC �£NU£ R 27335,� SS10rp" �\ S�, 00, "� O �Q- O�sp. ., �75'2217 OF, wq D kv C �3 S. a 6 0 , 4\ N �0 614042SF O .� , / ' � ' 0.181 AC O S �S, P 0 g h a^ of �Sti L=65.77 4RC N GR �s 8�03, C�?0�• 0.142 AC h 4��5 3 £� A PODS \ ?6„ 4, poi" �ry �-, 2os82, �?,,R e 1 % R 1 R� \ 4� �' 401 O C O 26 1 \ ,� 0 9 O' I Q �'S < �`S .o°' 390 \' PG 30 240.00, \ \ C\ *0>� 6164 SF ryh• ��( R�,3� \�'S2•�\3 1,�SSy'00' Q\ �stj, 6781 SF `� Q� o� SO• \ \ 0 `30.142 AC 4\ < S 0 408 A \ p sz � a�9 \ \ 0' ^� Op, 6>>,, .SO, RS1 �\ ��9,0Ste, �O 0.156 AC �p �\o.�,`�h \ 2 S • \ d` "� r� �, �%S�\ � � Stab' O,,' � ��,� �iS �•!� \ �.� `3 C'b C C ' 60 \ \ C\20), ,��, 400 2• \ 8 \ \ A)o 73•, 6068 SF Oo \ ��9' \�9 �8p . 00' �Q2 \ O qCl 0' ,;�`y 0.139 AC �h �6., 2�,, �?)S� a\ ,h`�'� 389� \ 0 \ Q� ,p\� 6781 SF 01132\ \ \S00 �, 2: S� (� 0.156 AC \ O� •: �� `�S \ o so LEGEND/ABBREVIATIONS q� s �, �. 0,• ass �o. �: `�,, �,�, S� \ o• o - \ \ \ 2� o�� 03' ,o�� h� \R A� o " �� 0 6� CENTERLINE �p O /� 6164 SF O S+ ems, S o / r � G �� `�S O• � �S,'� o - DELTA (CENTRAL ANGLE) \\ \ O 0.142 AC AC - ACRES CB -CHORD BEARING \ 3'�:3 ��?b "� \ I4� F O ,�. i O �h 9 CD -CHORD DISTANCE \ \ ?SO,,�sr6 S�gy >, a �-51 ��?o �� O• 00 �. DE - DRAINAGE EASEMENT \ �4. \ 2>, 0 398 Q1��. S2 '�ht�,/ �`r' 388 � L -ARC LENGTH �3j j . �. ,nj� 6820 SF L F O� \ S- OO,S•. O� � 6500 SF LB -LICENSED BUSINESS \ 6 \ '� 0.157 AC o S� ,o \ 08, \ A360, 4�20,, �'y ��O S�G� ��R `�\o• 0.149 AC ��'`� `S?,• 'S LBE -LANDSCAPE BUFFER EASEMENT \ LME -LAKE MAINTENANCE EASEMENT `�6j6,\ R�001S., �\ �,�r'Qp �'`��R LSE - LIFT STATION EASEMENT NORTH _ _ WME -WATER MANAGEMENT EASEMENT \?" 397 ��1 ��2;sj �\ysrR 4 DSO d� �p.R�� O� .�. SOUTH LINE \ 6820 SF �, �` �' �� ORB - OFFICIAL RECORD BOOK OF SECTION 29 \ �`2, O _0.15__7 AC _ 00 ?ORS\ .js �\00 387 PB PLAT BOOK GRAPHIC SCALE _ - \ \_ <�S2 0gsy ��O - ��h' S; 4�� S� o �p�? 6500 SF tK S, A, O �, 0.149 AC .�`L 'y PG _PAGE 40 0 20 40 80 - T- NORTH LINE PSLUE PRIVATE UTILITY EASEMENTS PUE - PUBLIC UTILITY EASEMENTS OF SECTION 32 �• a. 6820 SF 396 ', R -RADIUS •. \ � �,� O S- �\� �4�� (R) - INDICATES RADIAL LINE ( IN FEET) \ \ LF (� �7po' �� 0.157 AC ��O u' , Y��• �O SGs RBE - ROADWAY BUFFER EASEMENT O 3., \ \ Op%S' ,�� \\s OS �Off. -/��o j► - SF _ SQUARE FEET INTENDED DISPLAY SCALE: UE UTILITY EASEMENT 1 INCH = 40 FEET a� AS ®PRM - DENOTES PERMANENT REFERENCE MONUMENT �GF 5/8 IRON ROD WITH CAP STAMPEDro \ "C&W PRM LB 3591" m� �7po, Q. - DENOTES PERMANENT CONTROL POINT RS' ►� - DENOTES 1/4 SECTION CORNER MATCH LINE SHEET 8 PSLUSD PROJECT NO. 11-681-A4 CITYzOF PORT ST. LUCIE PROJECT NO. P25-170 PLAT BK 139 PG 23 m off IT- S PA4 R jr PLAT BOOK CEL PLAT THIS INSTRUMENT PREPARED BY ILSON GRO PAGE DAVID P. LINDLEY BEING A REPLAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON SHEET 10 OF 22 OF GROVE, AS RECORDED IN PLAT BOOK 12, PAGES 50 AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND CAULFIELD and WHEELER, INC. RECORDED IN OFFICIAL RECORD BOOK 3046, PAGE 2761, TOGETHER WITH THE SOUTH FIVE FEET OF TRACT S.M.T. 1 ALL OF SURVEYORS — ENGINEERS PLANNERS TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON GROVES PARCEL A PLAT 1, 13 RECORDED IN PLAT BOOK 126, PAGE 7900 GLADES ROAD, SUITE 100 30, OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 29 AND 329 BOCA RATON, FLORIDA 33434 — (561)392-1991 TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. CERTIFICATE OF AUTHORIZATION NO. LB3591 MATCH LINE SHEET 15 a o� 0 o I ALAN WILSON GROVE TRACT 6 BLOCK 3 3 31.517 AC I (PB 12,�PG 5,0-50A) w NOT PART OF THIS PLATLo o R1 1270.00' A=11'11'14" L=247.97' rN- I O CT p-17 R=1270.00=22'39'17" L=502.16' N Z z N86'35'39"E 71.a4 TR — — — PSLUEI SLUE LIMITS OF PLAT N86'35'39"E 659.35' S00'04'45"W —1 0.389 AC _!._ Z 127.02' S86'35'39"W 614.53' 30_.06'--1 _7' UE 1=21'31'16" L=465.7—.�"— 1240.00' A=92'S6'L=2011.32' w R-2930.00 0-5 36 26 L 286.74 73.67' " 3' PSLUiR- by cr jj S86 35 39 W CATALINA PALMS AVENUE o00 LI M ITS OF PLAT so' PRIVATE ROAD ` _ RIGHT-OF-WAY w o O WILSON GROVES -� o PARCEL A PLAT 1 TRACT R � 3' PSLUE (PB 126, PG 30) in TRACT 0-10 20 20' O ro 20 PSLUE PSLUEJ N o 7 UE DE (PB 126, , PG 3) I� J I r L_ N z LME N i �Q Q I 0 L' w cr h" t0 20' I 20 Q M O O J �� -� J 0 d LL- IX j� �' m N 11-1 M J m 0- i- Z) M Q a- I-- O J d w Z O o (n LLJ I'I � J w D_ �� Q0 Lo F-- UU pL'- LL. M �OQm0O< F- Q IL — 0M d- Q �mn _ J W wA 1 O Z O Ld Z SOUTH LINE (- - �OF .SECTION 29 NORTH LINE OF SECTION 32 NORTH GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) INTENDED DISPLAY SCALE: 1 INCH = 40 FEET LEGEND/ABBREVIATIONS I - CENTERLINE A - DELTA (CENTRAL ANGLE) AC - ACRES CB - CHORD BEARING CD - CHORD DISTANCE DE - DRAINAGE EASEMENT L - ARC LENGTH LB - LICENSED BUSINESS LBE - LANDSCAPE BUFFER EASEMENT LME - LAKE MAINTENANCE EASEMENT LSE - LIFT STATION EASEMENT WME - WATER MANAGEMENT EASEMENT ORB - OFFICIAL RECORD BOOK PB - PLAT BOOK PG - PAGE PSLUE - PRIVATE UTILITY EASEMENTS PUE - PUBLIC UTILITY EASEMENTS R - RADIUS (R) - INDICATES RADIAL LINE RBE - ROADWAY BUFFER EASEMENT SF - SQUARE FEET I I I 00 tl) O tM SOUTH LINE OF I BLOCK 3 - - - - to 1� i � I NORTH LINE OFF BLOCK 6, TRACT 3 0 ( WILSON GROVES cn PARCEL A PLAT 1 Q I TRACT S.M.T. 1 J (PB 126, PG 30) 0-� I OI Iw � � I I I I I w1 � I I I /I � R=345.00' ��L=93.58' I UE - UTILITY EASEMENT / Vir-^-r ®PRM - DENOTES PERMANENT REFERENCE MONUMENT �'5/8' IRON ROD WITH CAP STAMPED �,C&W PRM LB 3591"( DENOTES PERMANENT CONTROL POINT // 20` � 000 DENOTES 1/4 SECTION CORNER_rrr'r�.,. r""�....._ r �"� r" r r r MATCH LINE SHEET 11 PSLUSD PRON0. 11-681-A4 CIT-Y OF PORT ST. LUCIE —170 PROJECT NO. P25 i PLAT BK 139 PG 24 i r PLAT BOOOVES CEL A PLAT 2 K PAGE THIS INSTRUMENT PREPARED BY WLSON GR Pj R DAVID P. LINDLEY BEING A REPLAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON OF SHEET 11 OF 22 CAULFIELD and WHEELER, INC. GROVE, AS RECORDED IN PLAT BOOK 12, PAGES 50 AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND SURVEYORS — ENGINEERS — PLANNERS RECORDED IN OFFICIAL RECORD BOOK 3046, PAGE 2761, TOGETHER WITH THE SOUTH FIVE FEET OF TRACT S.M.T. 1 ALL OF 7900 GLADES ROAD, SUITE 100 TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON GROVES PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 126, PAGE BOCA RATON, FLORIDA 33434 — (561)392-19 1 30, OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 29 AND 320 000 i CERTIFICATE OF AUTHORIZATION NO. LB3591 TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. MATCH LINE SHEET 10 — — - o• \ SET PRM 2 PLAT BK 139 PG 25 PLAT BK 139 PG 26 THIS INSTRUMENT PREPARED BY DAVID P. LINDLEY OF CAU LFI ELD and WHEELER, INC. / SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 - (561)392-1991 CERTIFICATE OF AUTHORIZATION N0. LB3591 TZ 1� I TULSON GROVES PARCEL A. PLAr," 2 BEING A REPLAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON GROVE, AS RECORDED IN PLAT BOOK 12, PAGES 50 AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND RECORDED IN OFFICIAL RECORD BOOK 3046, PAGE 2761, TOGETHER WITH THE SOUTH FIVE FEET OF TRACT S.M.T. 1 ALL OF TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON GROVES PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 126, PAGE 309 OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 29 AND 329 TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. MATCH LINE SHEET 14 0o S 79 34r4g „ N E 150.00• I ACT 0 0 069 AC 5 No 0 ' S7934.49„E 150 0 N ` ' 0 0 25' 547 9600 SF 25' o S7g34•49"E ' 1- n 9,) n n r. _ 1 of a Is l 4► 140• p0 Na' S7g34'4g..E 150.00. ' I I S7g 34�49"E A 4O.pp� 0 20' t N ' co J 01 � WILSON GROVES 514 ' PARCEL A/PLAT l 965osF ' '�' 8260 AC o w TRACT S.M.T./1 v _Z 0.220 AC o (,PB 126� PG 30) J C( N TRACT A I \� s7 . S7s 34�49„E co 39.755 AC34 4g~E ' 140.00' �. 1�l/l � cLl 513 00 ' Q 13 3 I 8960 SF Q. ' 9600 SF ^ 41 0.206 AC 3 ' I 0.220 AC k I 0 uL.)^' o I & W' _ N gN '' S• ,V " '0 E co 00 7g 34 34.49 „140.00, N 150.0p• 020' pI _ o 512U �� J \ o O �0'08'20" 550 \ `o 1 8960 SF 20' CO 9600 SF ! \' I ' 0.206 AC o L=5.96' 0.220 AC o d• v o R_2420'5. o: Q 6 ' •00 4_3• S7 . 'co v ►� S79 34'49"E RO M / 9 34.4g„E 150o0• ' ' Q 140.00' ' 2456 po, 0.1$ N UE/ 7RAC N/ o �o) I 0 4,6 3p 00 L,2 d 2 S `9 AC 7 R=25.00, o �� 511 u�?4co 00 �8 1 97• ' „ 8960 SF 0.206 AC N � CB=A/j5. 4'64825„ L'122.4g� L-42.44•�\� I / � o0 L=67 g6'- 24 35"W 1--28 ��'-/ V.. o -4=13j 06.._ R,24os Oo� C0�288 6 8 82 M 3. P\ / S7g „ co I 34 \ 140 0p, ' 00 4=0 21.26„ = L_6888, 4,6 48,25" A�/FS77C P LU£ �� 49 E \ rn L=15.00' 4=138 25„ \ =2g5 85, 3' PS Lq ALM N N7 ' 3 vE ,4Ls7g6' LUE 0o'22„w Io,1 WILSON GROVES w o 137 06„ \ 7g 'q 510 0 0 � ICOI 8960,SF N F ARCEL A PLAT 1 0 554 � o �4css 0.206 Ac - ' TRACT S.M.T. 2 05� ' o ^ 9237 SF 134 23„� o Co 0.212 AC 3 553 4--4 ' „ 1� co s7 (PB 126, PG 30) w C) 3 00 -� L,216 ' g 34'4g"E/ W ' p Q 9302 SF 1 91. o^ I I 140.00' ;rCo #.CO=o 0.214AC 6 N Cj d- 552 0 'o ' ' IN ; N 3 9237 SF o ro 11 N M oo ' Co o) 0.212 AC rn ^� do co _' Id 509 z Co 551 ,�°' ��' COI 8960 SF / L=43�,34. o d 9237 SF I 0.206"AC o/ 4=137•06.. 4=02?� „ 0.212 AC v L o R=2266.00' L`64.00' L_ 15 Op45 .3 I ^ ooV. 4=23'47'14„ 4,1. -c� I ° S7g 3 g„ 44 I 37 „ N E 140.00' L=940 76, L--64 Li OOs II_ I� Co 4,13• I T o O6 TRACT 0-60 L_64 00, -N I I(0I 508 1.961 AC 4--13j. ��I �, 8960 SF LU _ L=s4.0�6 W a J 0.206 AC o I I o 1 I M 57934„ Co4 I 25 00, 25. 00, I 9 E 140• 00' R�2 \ N79'34'49"W 4' TRACT 0-5 20' I 206.00' 4, 50.00' / 5;5 6 0.242 AC 8 ' R=50.00' �l �iTs 24 lPS 0" / ;w L�23241• �n 6=75'34'40„ OF PLA T .26, \ \ /�LU_F�oJv � \ L=65.95' / " cop,v �-� e� Cr R (ORer��ir>' E \ _ ,3s�48, " ` 1 S�kER ROAD Sob, PC 4f, \ T�F 25, z5 w OFe�/G ?9�) pS�Ue \ \ `\(Q 721 P WAY co ZYP7 ZY \ OF wOH �Q IV/h 10, \FgSF/O \ \ NT �1 veil mmo- KEY MAP PLAT BOOK PAGE SHEET 13 OF 22 AN NORTH GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) INTENDED DISPLAY SCALE: 1 INCH = 40 FEET LEGEND/ABBREVIATIONS q - CENTERLINE A - DELTA (CENTRAL ANGLE) AC ACRES CB - CHORD BEARING CD - CHORD DISTANCE DE - DRAINAGE EASEMENT L - ARC LENGTH LB - LICENSED BUSINESS LBE - LANDSCAPE BUFFER EASEMENT LME - LAKE MAINTENANCE EASEMENT LSE - LIFT STATION EASEMENT WME - WATER MANAGEMENT EASEMENT ORB - OFFICIAL RECORD BOOK PB - PLAT BOOK PG - PAGE PSLUE - PRIVATE UTILITY EASEMENTS PUE - PUBLIC UTILITY EASEMENTS R - RADIUS (R) - INDICATES RADIAL LINE RBE - ROADWAY BUFFER EASEMENT SF - SQUARE FEET UE - UTILITY EASEMENT ®PRM - DENOTES PERMANENT REFERENCE MONUMENT 5/8' IRON ROD WITH CAP STAMPED "C&W PRM LB 3591" QQ - DENOTES PERMANENT CONTROL POINT ►� - DENOTES 1/4 SECTION CORNER PSLUSD PROJECT NO. 11-681-A4 ,CITY�OF PORT ST. LUCIE PROJECT NO. P25-170 PLAT BK 139 PG 27 KEY MAP NOT TO SCALE i O THIS INSTRUMENT PREPARED BY DAVID P. LINDLEY OF CAULFIELD and WHEELER, INC. SURVEYORS — ENGINEERS — PLANNERS 7900 GLADES ROAD, SUITE 100 ----BOCA RATON, FLORIDA 33434 — (561)392-1991 "-CERTIFICATE OF AUTHORIZATION NO. LB3591 WILSON GROVES PARCEL it PLA-'41- J'c BEING A REPLAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON GROVE, AS RECORDED IN PLAT BOOK 12, PAGES 50 AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND RECORDED IN OFFICIAL RECORD BOOK 3046, PAGE 2761, TOGETHER WITH THE SOUTH FIVE: FEET OF TRACT S.M.T. 1 ALL OF TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON GROVES PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 126, PAGE 30, OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 29 AND 329 TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. d,e / -� MATCH LINE SHEET 8 /qrbo tk s� 536 10327 SF ,yo; / / s� 527 / Ss•• 0.237 AC .�`L �g� / 8960 SF F ��// 6� 0.206 AC I `s0 �,yp 5�1� �O / F rl / / r 537 00- �' S / / tp 526 0 �L p 10817 SF 8960 SF o W Y M i�0tiR�• 0.248 AC �J v� �5$ ,�•y�� 00 �6'. 0.206 AC °• J (> J U �� ,�, 1r �6 rLO t�S QL,- W'� �� I�1 o �'� 525 w 0 O rS. /� �F��. 8960 SF 538 •o � � � / s r, , 0.206 AC / S119. 0.248 AC J ��0 �tx. �`1�' �o� '�O. 070 O / ^�• i► ,o 6 , F / ss524 , 9� `S8960 SF �o / .O�ry 00 ,�f' .•.'��po� D� �`Sd�y 0.206 AC 0 6 539 / /�h 10817 SF �o�� // �6'1'S / ofP v/ v SS . 6248 AC / �p �� 523 60 ti 9848 SF 0.226 AC / p a �540 J �:�'tK �, 522 o g / / 10817 SF ,y`ti / 10521 SF &248 AC �� , �'� ,� 0.242 AC413 co fps• �5,yro� moo• / AjO' DS00, O // R o� = Q' Gj• Q / v j ,c �\ , y �o`� j 521� �� D� �0�� , / 541 / d'O� co^ /�� o / 10524�SF v V V v 10817 SF /h v0 0 S 0.242 AC 'V Q� Q 0 248 AC QQk' Q' / / wry'// ' 7.7 Q S �•_ F � St O = E 1So o /� /�� / ,�� ° oo, r � off' / cV o 0 p o' ,o5�°NSF .��`� NORTH / 542 0.242 AC / 10817 SF / 0.248 AC GRAPHIC SCALE 40 0 20 40 80 N,N ° (R v pry 15000, con I o <R) / /�� /� / WILSO,N GROVE$ IN FEET ) co :n v 519 PARCEL A PLAT 1 INTENDED DISPLAY SCALE: 10521 SF / TRACT-,S.M.T. 2 1 INCH = 40 FEET 543 20' 10571 SF ^�, / 0.242 AC N o / (PB 126, PG 30) 0.243 AC co O co V. i o S7s'2s.38yE ��J° LEGEND/ABBREVIATIONS ' v - CENTERLINE �40.00, ) o - DELTA (CENTRAL ANGLE) S7g 34' '� cri � p iR 4g E 150.00' �co^ N � i� AC - ACRES l - CB - CHORD BEARING W a o - CD - CHORD DISTANCE o 518 coo DE - DRAINAGE EASEMENT ' Lu � 544 Q Oa -' 9670 SF p o;G 9600 SF - R o /d �, L ARC LENGTH 0.220 AC2� 0.222 AC v ALB - LICENSED BUSINESS .0-(0 Q M Lu 20. LBE - LANDSCAPE BUFFER EASEMENT C%q' N �' N O S7g• o LSLME E\� LIFT ESTATION NEASEMENT ANCE EMENT p; co 34 49 ' WME WATER MANAGEMENT EASEMENT S7g 34'4gME 150 0p. E 140.00' ►� \ORB OFFICIAL RECORD BOOK I PB - PLAT BOOK PG - PAGE ' �W co 10- °' "� 517 PSLUE PRIVATE U/TILITY�EASEMENTS .� Vr 545 0, r j d: 0) coPUIS�TILI EASEMENTS ' ' ' `o 9600 SF a' to 8960 SF R/ RADIU z 0.220 AC 0.206 AC o (R/) - INDICATES RADIAL LINE '.N ' o' 3 3 3 ' ' �: RBE -ROADWAY BUFFER -EASEMENT O o .� co �SF - SQUARE FEET Z co :_' S7g 34'49.,E UE - UTILITY EASEMENT ' 79,3 4•4g„E '' o ,��r 'n ' 140 0p, ®PRM - DENOTES PERMANENT REFERENCE MONUMENT 150 00' cv / C&WI PRM LB 3591"RON ROD WITH CAP jTAMP1 D ' a 516 O - DENOTES PERMANENT CONTROL POINT 1 `r 546 j 'CO' 8960 SF N H -DENOTES 1 /4 SECTION CORNER co 9600 SF W 0.206 AC ' ' 20, 0.220 AC o Q o a co co ■ �. � J S7934'4g� '�' M � S7g 34•49"E 14 ' a E iso.00' J '� j ° °p. 3 W' O a o'^� �515 '.N ' MATCH LINE SHEET 13 8960 SF p 0.206 AC o l J S7934.4g„E co r 140.00' ' 20' PLAT BOOK l -7 1 PAGE 9-�j SHEET 14 OF 22 P LUSD,P'ROJECT NO. 11-681-A4 CITjOF PORT ST. LUCIE PROJECT NO. P25-170 PLAT BK 139 PG 28 VE-S PAR A x-LAi rw w- ON GRO CEL ILS THIS INSTRUMENT PREPARED BY DAVID P. LINDLEY BEING A REPLAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON OF GROVE, AS RECORDED IN PLAT BOOK 12, PAGES 50 AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND CAULFIELD and WHEELER, INC. RECORDED IN OFFICIAL RECORD BOOK 3046, PAGE 2761, TOGETHER WITH THE SOUTH FIVE FEET OF TRACT S.M.T. 1 ALL OF SURVEYORS - ENGINEERS - PLANNERS TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON GROVES PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 126, PAGE 7900 GLADES ROAD, SUITE 100 30, OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 29 AND 32, ��BOCA RATON, FLORIDA 33434 - (561)392-1991 TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. CERTIFICATE OF AUTHORIZATION NO. LB3591 MA TC. T- HIV F .gHFR'r l iq .o J co r M F- Q- e- > ao Q 0 0 Lo J _ f U CD LL U-) Old o O p J OJ 0- 0 m N� ~off O Q m m ' J a- < 1-10 V) Z LiJ PLAT BOOK l J 1- PAGE as SHEET 15 OF 22 zo, 1 mom 'MA W "w LEGEND/ABBREVIATIONS F (I - MASHEET 9 A - DELTAR LINE SHEET(CENTRAL ANGLE) ' AC - ACRES CB - CHORD BEARING CD - CHORD DISTANCE DE - DRAINAGE EASEMENT I L - ARC LENGTH 'LB - LICENSED BUSINESS / LBE - LANDSCAPE BUFFER EASEMENT LME - LAKE MAINTENANCE EASEMENT ' LSE - LIFT STATION EASEMENT WME - WATER MANAGEMENT EASEMENT ORB - OFFICIAL RECORD BOOK PB - PLAT BOOK 'T^ PG - PAGE v1 PSLUE -PRIVATE UTILITY EASEMENTS PUE - PUBLIC UTILITY EASEMENTS W (R) - INDICATES RADIAL LINE I RBE - ROADWAY BUFFER EASEMENT SF - SQUARE FEET UE - UTILITY/ EASEMENT ' MPRM DENOTES PERMANENT REFERENCE MONUMENT 5/8' IRON ROD WITH CAP STAMPED - "C&W/ PRM LB 3591" ' pp DENOTES PERMANENT CONTROL POINT ['�I ►� ; DENOTES 1 /4 SECTION,CORNER SHEET 10 PSLUSD�PROJECT NO. 11-681-A4 MATCH LINE CITY,OF PORT ST. LUCIE PROJECT NO. P25-170 PLAT BK 139 PG 29 THIS INSTRUMENT PREPARED BY DAVID P. LINDLEY OF CAULFIELD and WHEELER, INC. SURVEYORS — ENGINEERS — PLANNERS 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 — (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. LB3591 WiL OIL GROVES PARCEL PLA r 2 BEING A REPEAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON GROVE,, AS RECORDED IN PLAT BOOK 12, PAGES 50 AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND RECORDED IN OFFICIAL RECORD BOOK 3046, PAGE 2761, TOGETHER WITH THE SOUTH FIVE. FEET OF TRACT S.M.T. 1 ALL OF TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON GROVES PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 126, PAGE 301 OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 29 AND 329 TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. PAAR ROAD 150' PUBLIC RIGHT—OF—WAY LIMITS/OF�FLAT//'-\ (ORB 4704, Pc 566) jORTH BOUNDARY OF PLAT NOT PART OF THIS PLAT /S89'52'17"E 898.23' U 10' PUE �I NORTH Nil m — N—L r-fKEY MAP NOT • SCAU PLAT BOOK f_71 PAGE IFI--II II= AN NORTH GRAPHIC SCALE 40 0 20 40 80 ( 1 N FEET ) INTENDED DISPLAY SCALE: 1 INCH = 40 FEET LEGEND/ABBREVIATION S - CENTERLINE - DELTA (CENTRAL ANGLE) AC - ACRES CB - CHORD BEARING CD - CHORD DISTANCE DE - DRAINAGE EASEMENT L - ARC LENGTH LB - LICENSED BUSINESS LBE - LANDSCAPE BUFFER EASEMENT LME - LAKE MAINTENANCE EASEMENT LSE - LIFT STATION EASEMENT WME WATER MANAGEMENT EASEMENT ORB - OFFICIAL RECORD BOOK PB - PLAT BOOK PG - PAGE PSLUE - PRIVATE UTILITY EASEMENTS PUE - PUBLIC UTILITY EASEMENTS R - RADIUS (R) INDICATES RADIAL LINE RBE - ROADWAY BUFFER EASEMENT SF SQUARE FEET UE UTILITY EASEMENT ®PRM - DENOTES PERMANENT REFERENCE MONUMENT 5/8' IRON ROD WITH CAP STAMPED "C&W PRM LB 3591" Qi - DENOTES PERMANENT CONTROL POINT ►� - DENOTES 1 /4 SECTION CORNER PSLUSD,P'ROJECT NO. 11-681—A4 --161TjOF PORT ST. LUCIE PROJECT NO. P25-170 PLAT BK 139 PG 30 L=62.97' < �� L1OE4=1'45'17"-- 0=4 I i ' 20' � 1 1 I � 1 � 1 I �o col Nm 0m .-� Wo vo w � I PA CPIJ C7 a) 0 r 0 N rn co ' o m 1 co co N O ' I � 1 I TULS'ON GROVES PARCEL AL PIAi 2 THIS INSTRUMENT PREPARED BY DAVID P. LINDLEY BEING A REPLAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON OF GROVE, AS RECORDED IN PLAT BOOK 12, PAGES 50 AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND CAULFIELD and WHEELER, INC. RECORDED IN OFFICIAL RECORD BOOK 3046, PAGE 2761, TOGETHER WITH THE SOUTH FIVE FEET OF TRACT S.M.T. 1 ALL OF SURVEYORS - ENGINEERS - PLANNERS TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON GROVES PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 126, PAGE 7900 GLADES ROAD, SUITE 100 301 OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LING IN SECTIONS 29 AND 329 ICA RATON, FLORIDA 33434 - (561)392-1991 TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. CERTIFICATE OF AUTHORIZATION NO. LB3591 / DE -._ %04'08'45"E � <25.00' \ --. 1- 73 "' 15 8 TE TO DE rn 1'43'55" p -61 39' j LEGEN D/ABBREVI ATI ON S (L - CENTERLINE o - DELTA (CENTRAL ANGLE) AC - ACRES CB - CHORD BEARING CD -CHORD DISTANCE TRACT DE - DRAINAGE EASEMENT 0 Q \0-76 2 09•46•57„ w NO LIM� L - ARC LENGTH T�PSLUE _ 8g AC 64 R�'� %'s OF LB -LICENSED BUSINESS L� 8'55' 5 \._ e P _ A` LBE -LANDSCAPE BUFFER EASEMENT =32031' S8932•11,, R oU,vDAp �AT LIVE - LAKE MAINTENANCE EASEMENT _2056 00' ,` % OF P LSE - LIFT STATION EASEMENT 4L 313355" 50 p0� \ PSLUE 4`27'10, so I WME - WATER MANAGEMENT EASEMENT 32 `'4 T PAAR ROAD .� 4�2525,17„ ��97 . � ORB -OFFICIAL RECORD BOOK 25.00 25.00 5 �% 150 PUBLIC PB -PLAT BOOK L- _ 1I1 0!20 4�=94.s8' R- � 9j��2' RIGHT-OF-WAY Pc -PACE 20, 479 0 WI GAP I 12'4p•16.. L`5512031.0p, ` PSLUE PRIVATE UTILITY EASEMENTS 1 TRACT S.M.T. 11 ' I 4.968 AC 7112 Sr 9 4-25• (ORB 4704, PG 566) PUE -PUBLIC UTILITY EASEMENTS 0 �163 AC m I ( cn w o o �� 4_ • '25 32 , ` cn 133 " C 23' R RADIUS 0 0 .� 0 0 0 0 I o I 0 W 0 0 1 IV •P j v o � I o m U' � o o o L4 w 0 0 20'ML I 1 1 I ' I � 0 NORTH 0 ' I o GRAPHIC SCALE 40 0 20 40 80 I ( IN FEET) 0 INTENDED DISPLAY SCALE: ' I 20' 1 INCH = 40 FEET PLAT BOOK l �2 I PAGE fn SHEET 17 OF 22 I c 0 1 I D a` Sp,08, Cag0O - /m I N ^; 124 6„ 10 (R) - INDICATES RADIAL LINE S89'32'11 "W 125.00' / c to l/� O .� 4 C-500 \ RBE -ROADWAY BUFFER EASEMENT m• SF - SQUARE FEET n 81 1 / � 4-�24'46" �' UE - UTILITY EASEMENT 5875SFo `\ %I 1 rn N o dL-,•2°08' \ ®PRM DENOTES PERMANENT REFERENCE MONUMENT 0.135 AC o 0� 452 �� 46" \ 5/8' IRON ROD WITH CAP STAMPED 1 ( v v r�0 6685 SF ,cv o L--S1 � C&W PRM LB 3591 /' (L"' 0 I IN W� � 0.1,53�AC "�451 ¢ 4�1'2 0�' DENOTES PERMANENT CONTROL POINT / o Ln 6068 SF/ o 4,p. 62s" \ H DENOTES 1/4 SEC11ON CORNER S89'32'11�W 125.00' ) 1 N °° N ;� 0.139 AC 450 0 C, 2S 23'' L� iv \tom 6068 SF IV �' 1S 00• 5�08, \ 481 (v l 10 n� 0.139 AC " 449 8 24 46„ 5875 SF o �•,�, \ �/ 6068 SF 1p 0.135 AC I -1 /L-4.589 14 �, c1v 0.139 AC ^� ,48 08� s23r O` 4->•25' " 2 6129 SF 1 G o 6 8 C�?� L_ ' 12� / co 0 0.141 AC 3 O� cV' 4 �; Sp08,� \ S89'32'11"W 125.00, S77• /,4724, 4/ �24 " 7' ,� r 24. \ 1 28 " R-25 , C- 46 UE v� rn V y 447 0 -� 4 " 39.7j'1 E 4,�77. 0� 4j��', 4-1• , � ;� �p '� 6068 SF h 6 C \ 584785 SF 10 / o_-.3 6� 12" 3' PSLUE C�4j�4 "� \\ 0 o o, 0.139 AC 0.135 AC 1 / / 4, 4- �`� ;� %� 446 v�' 46" 68 SF R=25.00j ` N \`4jo4E" `4\ L��So3"'� "o�ry CIO 0.0139 AC ^� 44�S0 �103 43:12% / / \ • L=45.26' 3' P �L�1244 ;0 `�'v 445 S89'32 11 "W 125.00 / SLUE ��'\_ 470 6` N 6068 SF 11 ;L'-48 N R�19060� `' �� N 0.139 AC ^� o C\ R�� 483 75 SF�, 4- • 97 / 4 _ 4 12 :� 444 �? 4 40 2�6, ' _0.835 AC lol 4-6'4443 _ L=5p3 ` R�188 \1446'1>' L�4�Op6� 2�N �� 0�39 AC ^�� a0i10226' \ \ 00 a� 25 25 L-2 52 4-13 ,9 1,00, C� \ �d� ,"� C^6 10 C \ 2�. II 4=96.94.E 320,.\ C, Ce�N, 4�14. �491�C\124• " ^ 443 0 'S4' 4' 4" 4�0 L42.3820r� 4,13 39'� / 00453,6'1�" C\ 4�Oo6 \ �� 6068 SF �,� , \�1225.. ';Tool \ ? 4` S89'32'11 "W 125.00' co et 7, 32p R, COS � 484 t� ,N 0.139 AC ^ 4� \ ��OS 1 I r 1�'1 W o -� UE Y�SO ,1856Z 4836 ,94 \d\124, " •wry o C�4) 26�9, c v o 4�1•. ;39 0 \� 4) 4F \ h 3 442 ° 4�1, 484 m N 4 332p" / 4,14. 00 try 5992 SF h' 1225„ C, \ 5875 SF 101 1 462 N g � �O2S3" 4�1• '^ 0.138 AC ^� \10183 \ 0 0 461 a C F 10 C% C� 244 0 ` CAS 8 0.135 AC D w 7758 SF �� a4 �� I O 0 I 6087 SF N o 4, :354�'\ `S 6 q/�'� �8% R3 4> 6 ry r<v 4''41 ° 4120 00• \ 1 0 0.178 AC 4, 0 1 O N 00' A=O'11'04" o b• \ � ,u� 0.140 AC �0 20" Cs 11 C � h 6040 SF � 8 • 10, O o .o �' `- a=-0'27 47 \ L S O pR \ awl' L=6.14' `� 0.139 AC N``� PUE ;� to 6087 SF N C\ 24, irk ^ S \ S89'32'11"W 125.00' D 1 co 1 o L=15.00 4� , 0,3 , FS` , ^ 4 46" 4� 2.p , c� v N , t 4n 0.140 AC / o o \ �13 9 ^ F/Q c(i) �1• 0 �., Cn 2 v N ` 459 h• /O h -� 320"I / 'i'j 00' =cVo ,� 60330SF ry 20'OS„ N 485 A rn 6087/SF w 5875 SF Ivl Z 0.140 AC / V �. C� 0.139 AC ^ CAS I o 4, .So3 t,'o2• 4-1. 200' 0.135 AC I 4=r332o„ � r3 c �� ,� 458 0 -, 1332�ry / �42�31" o� ,�, 316 00 20 p8„ 1 I N 4�p0' 4- , n O 6154 SF ry 6683 SF h. 4 L-13320,. 2 O o 0\141 AC o �a (.SO R�2 4��12, ;� 0.153 AC S89'32'11"W 125.00' I�1 NAC R- 4j00' 4, ;�, 457 0 �, �133,39\ a, 4060 C�4g 2s'\ 315 0 Q• 0 T 074173.00, C,133, °' h cu rn =�' 6087 SF ^ry (IF 20'� C� 3S3 0 R\ 63: ?N 6689 SF N 8� 4c 4-g3 4�00• 1 o co .\ 0.140 AC o C73j28 682 - 838� 0 4, 2 °' 0.154 AC o 486 11 I 946„ da , 0 1'1 .' o 5875 SF 0 1711.p S C, 33 <v 0 S 4g 1� , M^� 314 p, p0. 2 L� 2p d=0 29 47 a 456 �, \ 09 / 6 �4 0.135 AC l o l 4,4. ?7 4g., 01. , 47 6087 SF "� 4• 3'' 4• ? S3' 6683 SF cV E ?9 Op L-15.00 N "� ^N 0 j 3. 04 46.' ti o 13p08, 21" 4g25, 2 0.140 AC C\184/ / PSC4�F OS" \ `4cv d 0.153 AC m d\133, " o 455 0° 311, / C�S� C0��1js \C\ 2ob " o 4� 20 N %� 6087 SF h. a\4��16,)4,, 115,2, 04, R�238 54928 N o S89'32 11 'W 125.00 W •0.140 AC ^� 28• 4�" lOp, 4 2 v, 463 N 4�1, �, �, 4), ce, 4, 1 o to 487 C I �) 8534 SF / 310 L\ 332 " :� o <,1 41•, S�3• �22• �C, 201�" "' I.,I p � z 0.196 AC � -`� \ �' 44�00� ��` %� 6087 4SF �ry� d`Sg.Ss. R\I06F1843" SS02, rn 5875 SF o O > I I I R=50.00 \ 4 S2? 4�1. _ 0.14b AC C 54.32" / 4, 2s 00•� CO�g C\ 4� �' U 0.135 AC I '1 pp (7 - a=110'20'20" \ �/� S" C 3320 SJ r� ?61 , O r L� 88$6, 2736, '21' _120' E v '4 L=96.29' \ C�14)24�00, " 2ry .`� 453 4 wcO `r' �° 3881. 22" R, `L\549' D S89'32'11"W 125.00' 20' \ \ 4 4�13 act 8066 SF �,°`' i�.°-,,w 2387p0, 3' ps S89'32'11 "W 125.00' n W \ CZ4�320" ti� 0.185 AC ^ /^�'/ � �� Ces)S\ � \ CUE 488 1 JI N N 1 V I 464 1 \ �O 00• 4\ . .Z :� /^ V Jw �N �a\114 0�,\ 140g,E3238„ C\ N + 0 0 0 5875 SF o R�1j 13 , o• / / ^ d 18 CO, 812. ` i■Tii 3 C� W 0.135 AC 5875 SF A o o o lol 0.135 AC o I 10 4 `;20" o o'er Q. �� ° \ 4 00', 80824, 1,' S89'32'11 "W 125.00' to S89'32'11 "W 125.00' I a�Sp `tio C� Q fib M o cV N R=50.00' OS9,, \ 4.2, A. co, /�j O •sue C7 `^ti / / �o ^ �L`S 3 PSLUE TRACT 0-73 N m m m N o ,, VL �1 < 23'\3 .�_ c' OJ ^Q� ^h o C� �- ` �1'12.0 "\ ry 20 0 0 20 TRACT 0-72 A=89'32 38 0j � <� �6 ? " �t"o Q ,h � � 4� 0' 0.057 AC DE lol w rcDv lol DE 0.057 AC o 1 L=78.14 N^ S6S3 SISS, 12' �o ^ ��/� ti°`�/ ,o. 1, �317 0 418 \ ` w ., rn rn oo to S89'32'11"W 125.00' / 20 SO /iQ /N 665 A h CAS S89 32 11 W 125.00 o N I00 bo c�°` 3�F 0.153 AC ,N LIt cn / 0 4 2S 0 n n°`vo Q / G N 318 ° OF 489 - J 465 v o , �. C\ 141 439 �' / h / O Q 2 6669 SF h' 1 I I' I o o ( TRACT S.M.T. 10 ry 1g 9" 6107 SF Q �` �h N o 0.153 AG 5875 SF o 0 5875 SF / 3 N 0 0 o Na/ ii 0' 0.140 AC Z � C.� O 40 o ..� 0.135 AC - 0,135 AC 3.606 AC v /� c�, �Q ry / p /0 319 -� 3 6669 SF _ J � _I I I I r 1 �� / �� I ��.� NN 0.,53 AC o rn / N o;� 2 41 Q \ \ o S89'32'1l "W 125.00' I S89'32'1 l "W 125.00' m �./ irj �.10 cb.Ov 12 C, is 6 9 ^� QO �/ / • J� CAS 14�18" /� 320 ^ ' ii h S,0 2 �\ 4_� 3 6669 SF 490 466 v W Ln J U Jv 438 0' �R) 0 2S, 2S,��-� �4\1• �N 0.153 AC 5875 SF 10l lol 5875 SF 0 1 v 0158 AC '"� ` C�51418" " 0.135 AC o to l 0.135 AC ` �I I "� h N7 •o n' �; IN S 4\ 1'14'1 " 00 S89'32'11"W 125.00' 221'13„V� !!��/� �� C�S4.7p S89'3211 W 125.00' ( / �1 I! 0 12 ,o p 0 4, 491 I I 467 ii 437 I (R) !" r� / L--s �o " ! 5875 SF lal 0 5875 SF 00 1 / 20' 'K 6568 SF r v !Cv If / 0.135 AC 0 lol w lol 0.135 AC 1 ram' 0.151 AC h p , v co r''Ln N77• ,0 " o o 26 '11 "W 125.00' m I S89'32'11 "W 125.00' I � ' 4 w 125.0p• a �; m S89 32 492 (� 1v 468 5875 SF `r v C 5875 SF o000 �` I 0.135 AC 0 m 101 m 0.135 AC 20' 000 I J► S89'32'11 "W 125.00' 25. 25, S89'32'11 "W 125.00' PSLUSD PROJECT NO. 11-681-A4 MATCH LINE' SHEET 20 CITY PORT ST. LUCIE PROJECT NO. P25-170 PLAT BK 139 PG 31 I PLAT BOOK W.ILX!I;ON GROVES PARCEL L PLAI THIS INSTRUMENT PREPARED BY PAGE DAVID P..FLINDLEY BEING A REPLAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON SHEET 18 OF 22 CAULFIELD af1CI WHEELER, INC. GROVE, AS RECORDED IN PLAT BOOK 12, PAGES 50 AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND SURVEYORS - ENGINEERS - PLANNERS RECORDED IN OFFICIAL RECORD BOOK 3046, PAGE 2761, TOGETHER WITH THE SOUTH FIVE FEET OF TRACT S.M.T. 1 ALL OF 7900 GLADES ROAD, SUITE 10o TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON GROVES PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 126, PAGE ��BOCA RATON, FLORIDA 33434 - (561)392-1991 ® 309 OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 29 AND 32, CERTIFICATE OF AUTHORIZATION NO. LB3591 '� TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. I � I ry pUe 'w NORTH / �► .5.00, NCR L/M/TS ,g LEGEND4ABBREVIATIONS 4,120TN OU OF - CENTERLINE 08 _ /VD P AT GRAPHIC SCAL E LE � - ( acS?0o' \ R,2206 poi ARY OF p PAAR ROAD 40 0 20 40 80 -DELTA CENTRAL ANGLE) NORTH AC ACRES 2o0g„ 4* . �A % ' 15 CB/=CHORD BEARING 27 150 PUBLIC O CD - 6HORD DISTANCE L=S200• R,2231 -� 2Q32" L��QJr , RIGHT-OF-WAY DE - DRAINAGE EASEMENT N 4, ( ) 19 �L - ARC LENGTH ^ 313 0 12 00 ° L` 2.73 (ORB 4704, PG 566) IN FEET �" o --. 4,D. 8 d,26. 10 / LB\LICENSED BUSINESS 3�6683 SF `- L�15�3'07" 4\1�2.p0• 0g'14" L`1 _ INTENDED DISPLAY SCALE: O LBE LANDSCAPE BUFFER E/ASEMENT Cj r 0.153 AC o 0 008•. 0183g. 1 INCH - 40 FEET LME - LAKEIMAINTENANCE/EASEMENT ,� N 312 ? " o 4� �5200' LSE - LIFT STATION EASEMENT 7 �� 6683 SF / V N `. 20'08•, L_ 77?ACT 0,12 WME - WATER MANAGEMENT EASEMENT o, •1) 0.153 AC O Q ^ 0 4= 52;0p� 5 238 AC .� 11 i ORB OFFICIAL RECORD BOOK �o ~�� 311 1200g" L=52.00' --_ PB -PLAT BOOK � v Q p -6735 SF N -� d=1'2008 L= s PG -PAGE _ -N C -�v 0.155 AC oo " 52.00' - d=3'08'06" L=120.71' �tS 5 PSLUE - PRIVATE UTILITY EASEMENTS o 310 d=1' ' ,, S89.31'18"W-- 20' _ 0 �4`120, ^ rcu 6683 SF ry o -. 00' S0.00' PSLUE N0321'16"E - in - PUE -PUBLIC UTILITY EASEMENTS 0 „ 0O8 L=52. __ 10 PUE L,S 8 7 (� ^ rn 0.153 AC 309 0 -. d=1'20'o8,, L=52.00' N s? R RADIUS I 4 g2 �� E _� a 2 o N o d=1'2O'O8" L=52.00' 25.00 ��, ts�,•�a g (R) -INDICATES RADIAL LINE\ 4,1• N 6683 SF ^ o -. d=1'20'08" •. 25.00' 25.00' L=83.91' SAS• \ A I RBE - ROADWAY BUFFER EASEMENT ` --L`520'08 \ / 4'021, " 0.153 AC 308 SF N o � �"' d=2'09'17" �s• GF SF -SQUARE FEET g2 C=15 0/S3 z o ;4, 668 ^ 307 ui o .-. r sr KEY MAP UE - UTILITY EASEMENT\ \ N / o M N83 SF o o J , S ` 0.153 AC CO ( cn I00 I TRACT 0-84 0 NOT TO SCALE ®PRM DENOTES PERMANENT REFERENCE MONUMENT ;� d`12251„ d 040 6153 AC 306 N `J N - o °D 0.074 AC .V ca 3 O M C rn N „ 5 8' IRON ROD WITH CAP STAMPED �� 3 56. :t. 6683 SF o mI co N89'31 23 E 114.49 S / pSLU 78, 4_ • `^�' _�`' 0.153 AC 305 `o 00 C w �R ��• • _ "C&W PRM LB 3591" \ `/ 12p•08„ 0 M 6683 SF 304 cv .i I v v •9 Q DENOTES PERMANENT CONTROL POINT cV �\ 54 g2, ` ;V 3 0.153 AC 6683 SF 303 w I m r ►� -DENOTES 1/4 SECTION CORNER 3' PS � d=1'20'0 " cn o N 0.153 AC 6677 SF o0 m I�I m 302 , LUE 928 ca N 0.153 AC (D co c,� 0 6444 SF 25' L, F� < d=1'20' .. z ;r 0 ;r I I -,. cn IoI 0.148 AC N It N ^d!114,00� AMONG \� - R=23560p,-L=54 28 d_1• o o^ 00 Z N rn I,RES / R_ d=22.1 �L_ 200g z d=73'51 10" I( c I I "E 125.00' E / L= / ER ` 2381.00. 8 43" 54.92 d=1• „ o L=32. m N89 31 23 S 4= L=g 20 Og _ z 22 4,1.2�00 ^ WAY CB=S73• , 22'18,43,. 174T-L=54.g2. _d=1'20' " 7' UE d-=-21'36'59„ o > ( m o 14'18"- R,2`` 5106" L_g27, R= 08 n x Z p ^ w 4,D. / L- 8100' ` E L'D= 21 2356.0 L=54. d-1• " L=9.43' W ...I 301 I m N o a to 150�26" ^4,114'.8, ` Ce-S75.1 099.32� 816' 0 d=11'48'59" L9485 , L= 20'08 --- ._ 6=1.06'41" �' O N ►Ln Q 54.92'_ I. I 6500 SF 321 o N o / ` 52-00,, =240g. E C�=80 2.17� �_ 89 L=45.70'. D I c 0.149 AC o I I N co i' CO � -� 4= 00' _ 824 SLU n 00 Io ( I - e 6669 SF N O/ cV / 1'1418"_ �L=52.00, 4_1732'02» -� 3 P E , W > o ® 0.153 AC / 00 L=7 �-- _ R=25.00 ,.45 I a d-1'14' „ 36.3p• 7RAC cv d " ( N89 31 23 E 125.00'm D Jan L\ ® ^ �� V tl o 18 L=52.o0,, r R3 - _ �_ 95'28'09I RIGHT-OF-WAY o v M 62. w Q o 322 _d �1'14' / 0.08% `- L=41.66' ORB 4704 o v %, O ^� 6718 SF o 52;0p' - 3' 55.02' PAGE 533) ' v 0 0.154 AC 323 vi -. 4=114 18 L-52.0 ' PSLUE cv " 3 N o , 0- N85'00 28 W 0 300 cn U4 :^6669 SF o `- =1'141g"_ -L= w 6500 SF 210' 2 v 324 .� 52.00' R, 7 o O / V 10gs <n 0.153 AC 6669 SF N o T -d=1'14'1 500, IoI 0.149 AC O 6 ® 114'18" a N 3 0.153 AC 325 o UE 8 __ _d L;423 4 I - ai / G ocv ,o LASS 7 ® 54.70• (, 02022" �`�° 6669 SF �N O `' L_ 0 21 26 322�,5 4c1• 9' ` 15. .S' 326 .. 15.00' 0'37 06" �j., N89'31'23"E 125.00' lyts4„ O0' M 0.153 AC N o0 0 L=25. ter'• 345 4,11 d CO ^ 6669 SF 327 0 0 � 97 0 8751 SF ^� 4 L,S150, L=SS 4 2" .� 0 0.153 AC -6669 SF `�' o O ,n 4 I I I I o ° o / `v 0.201 AC ; 10 8� 328 O cv o �� % cv rn o / ;� g08" / CT 4,1.14, w o 0.153 AC 6669 SF U o iv s� �� r cn 299 Ln 11 o rn 344 co 1 0� 18" ^ Q ui N v o r ,,� N C,515 �002 80 L,54 70, ,� \ , 3 0.153 AC O 329 o �O_r'`,, �o I N I 6500 SF o �r l ,� 6739 SF o 4,1• 0 qC R- / ►'� W 6718 SF 330 '� �` 0 0149 AC I o cis o .o _ -) 0.155 AC 343 h 09�08" '2S310ol 4` 114'18" w� '� N U O o 0.154 AC 8279 SF �': 1 I (� 'Q m25' o rn '� 6794 SF L,S1 4_1822'2g•54 70' d_1.14,1 " `° N o cv t 0.190 AC " w " �N 0.156 AC o 4,1• SD L,81j L-5 ' 8 �� o o / ai N N89'31 23 E 125.00 Of /°` d=0'16'16" o cv 342 0 1n c� 0908" _ R=256 68' 4'70� d=1'14' 0 °° �' I 100 18 0 to w Z co r� L=2.63 i� .^0 6594 SF N o o L�020'O8" 4 C10950' 4,18 33, �1- L/ 54.70�- d=1' z /^ o /' " IN o 298 \ j --d=6'30' " T 0 0.151 AC 341 `n •� 0 15 00' 08., 51. 15" 8 \ 54 '18 d=020 o Ln L= L_ L= 22 v� � I ( w I l ( -L=6 24 - _UE rn - N p� 4_1.0 50' 29.33, �70 d=1'14'18" L=15.00' voi N 6500 SF N 3.03 _ 4�0• „ j 6594 SF / V N 908,, L=54.70' I o 0.149 AC O R=555. �L 5 2306"� La2153„ N 0.151 AC O Q ^ oo L=51.5p, / d=1'15'22" d=1'33' 09' / 55.48' 42" m S86'02'44"E N 3, PSLUE 00' d=15.4g� 52.1g'` 4,3. 1710, � �4� � �„� 340 � =1• 08" L= S60'59'06"W L= c 52.64' R=53 5p. L,153 4t,35534"� ^ Qo .w 6594 SF ^� d=1'090g�" \ L=5 38.49'-1� L=68.99' -I -� I I N89'31'23"E 125.00' I (n - _ 0.00' d_ 3 , r ^ 0.151 AC 339 _ • 150' / CT 0-85 cn 0 R .25.00 CB- -� 15 4g26" 4�1• `^° d ;� 6594 SF o d-10g_08" L- / cn cn cn 15.00 15 TRA o O 'n 8'0 L_ 0 ' / 5150 I I DE 0.043 AC 15.00 o 6-94 25 23 cv 8 o2'w CD= 1463j, �L`54908"� :M 0.151 AC W 338 N o d=1-09,08" o0 0 00 " r1j ONO„ l 98' N N N I I N89'31 23 E 125.00 00 cV Ol' 2 cn � .- o L=51. I L=41.20 R=505.00' 14591� 4,1• ;� 0 6594 SF 337 N o d=1'09'47" L=51.92' oo ao of D W d=15' 0g' " 0.151 AC ^ w N n 0 -L= 49 " 3' p C, 08 d`0• , rn o - d=1'09 " L=61.8 , I J I v 297 � "� I s r-- . _62.74' � 26 i _ SLUT- 54.01• L� 19 12" ;v 6594 SF ,ri o d-0 20 08" 42 d%. , 2 " U' N m p IT1 Oil v 0 W 00o W cQ T� U cn :w Woo �A w � N O� OOJ4 -1-I >(A I c., -o U) r C m Iz O oZ 0 N 0 O 00 D o �ZoNo- O o z A w cn 25' L000 00 S 15 0' 0.151 AC w 336 <v o L=15. -122 59 O6500 -Sr o y \ AND 0 00 Im I m m m N I 0 149 AC QUN£ 4 ;1•09'08» 2 a, 0 6594 SF 335 N o o f o o f ORI L54 0j, ,,� 0 0.151 AC 6594 SF 334 6 'o) `O oo I I\ W 00 w 4_-1'0 , „ v� iv 0.151 AC w V N Sri o p o " 125.00' CA N TRACT -L_5 01, -� ` 2 ^ ,`ri 05151 AC w O 333 N o 0 N I rn N89 31 23 E � _ II ICID \C Ra �0 08 R3 d=10g' „ ! & ►- n !-u 6702 SF 332 N 1 5 3' ?7 0 7 q C L,54 � 8- N Q o N 0.154 AC 3 6649 SF / 331 I OD 053 "\ R--27 CB, 4-7� 1 -4-- r7 0. w o I I Io( 296 cn I r 0 36.00. S73• 310 " 1'pg•08„ Z ;t ►-� iv 0.153 AC t, 7916 SF r i, O' N 6500 SF N o a �L= cn . r' '� 0 0.182 AC !� II �I -+ -L, 4=6, 5853"E CD`L,35S 7 , 54.01' „ o m f? _'n' v c►�i� I ( O D IoI 0.149 AC o CQ > c o 4,1015g5,. 28 46.. L` 355 51� 7` R,2686 O0' _ i d �54 0g Z Z r, o `n i,a N oni I o Z o y m o La 518'5116I L=51 j�0\' ` - R_27j100, d_15 2757•, 17 �L 54 '08"� ^ o d=O'19'12" vi z o o y .� I ( I N89'31'23"E 125.00' z N k o 0 0 00 4�1'04,1 „ Cg=s .d-153g�2 „ 25.03' O1 d=1'09'08" L=15.00' z °0 ( I 0 CA I K- zo 349 cv �V o 3 -L= '_ 78 2'30" 3 L=74D-L=54.0 '. NON �' z - =i o� �. 4, 5111 R=25.00' E CD=737 00 i d=1'1O'43"- o^ I I v' -i m 149 SF / Q 0 1 �4'13" _ " 7j' L=55. 'd=1'09' " 7' UE �� II - 295 O0 m = 149 AC O o C=48 �89 03 58 25'_ 42 U, 0 - �„ 3 14' _� -L= N 6500 SF N o M vi 'd=1.00, L=38.86' R=25.00 - 54.46--_.-d=12259 O .o o :3 66420SF N o a33, ,29" 0=88'S1'31" -� _ SAND DUNE ,L=64.84' / _ 'U IoI 0.149 AC oo DRY - M �' o 0 28 56" L=38.77' �"-- 11E n n N 0.152 AC �w 351 N cy L=14.61' R-27110& d_g•07 _ 3' PSLUE 14" 384. `n N89'3,1'23"E 125.00' Cl)to 0 6535 SF o w CB= L= - r ;n vi ! J -L-55.14' S81'48'05"E 23 - �� N N85'S1'42"W a 0 0.150 AC 352 N N 'n 2.5 v� d= CD= Cl) ^ o cv h a 25' 1'09'17" �L= R= 383.91' -----._ . o 6535 SF u� V l / d- 52.22'- 2736.00' d=7, / 46.13 X 1" 4, ! i 0.150 AC •"� `v o +�/ ►� 15 57'1g" �4-1'05'37"_ 05'06" 3' P R-25.00' m ( I 294 �„ 0.18, „ 2 rW 0 /I N o L=6.96' L=51.13' L=3�'8.32, SLUE r) c - " cr L,1 01 `v a 0 '' ^ N �85'23 04 N N 6500 SF 5.p0, J N 353 . d=7254'1 " d=1*0414"- L=52.56'- I m o 0.149 AC o 4--• � 7732 SF '� l - 2 „ ,- L=37.26 0. o 1O5' d=5 Cl)0 W a• � j L=31.81' o d=0 25'08" d=106 03 7 UE R�286100, L,S4 32 " L 0:03'30., ^�^ 0.178 AC "? M V� cc) Q w - o L=20.00 „ C=1p 203, 4_104, 8 2 0 ^l ^o r,l oM N o f� S89 31"18 W 112.30 \ D I I \ N89'31 i23"E 125.00' 283, 33' L,53 13 0 O N lap N N U uoi , 0 0=2'14 47 A=2451'S0" l r 44 l �l 3 U O/ O `t' N o 00 L=107.27 L=10.85' I \ `v %R d'S345 " :n O 3 O/ ^ 7926 SF 3 u^j N ►\ rn ACT l ►� D; = l l !,► o^ 355 w V o N o 358 A=-60'31'15" l-N 0.182 AC w A L=26.41 IoI 0 0-9 d,1•14. " ;v !n C� Urn w d 6825 SF _o Q o 356 7670 SF b R=50.00 089 AC 5 C_62. �� vj ! �, v N lQo N o0 0.157 AC ;•�it 0 6445 SF 3 357 0 0.176 C w d=84.73 57" S7j 0j ,34 a Q N l N 0 o ^ 0.148 AC o 0.154 AC io " , ( I can ' 134 25, / 1 (/� l l z z o w o N N89 31 23 E 125.00 d=1'1T55" o m o, -c ,,; TRACT 0-86 4 AC ' R1.286 qI " 25 Oct L=64.84 d=0 24 02" z 359 U, - d=rob, „ c" O 0.058 AC L,156 401 e5 L--56.988 L=20.00' d=12'S9'33" cw h� 6500 SF INI d=64 22 18 d=1'02 29" L=6.80' ca O 0.149 AC j o L=52.00' A=0*57'57" �70'00'38 c IoI 0*0 L=33.70' R=2861.00' L=48.22' L=36.66' m 'n► -TRACT MUM S •10'32" N89'31'23"E 125.00' 25' 25' M. T L=108.63' N.�, 8 MATCH LINE SHEET 19 R=30.00' atom a=86'53'40" ► aftI L=45.50' R=30.00' - d=83'00'11 " L=43.46' � v 01m of 65'00 SF 0.149 AC 23 E, 125.00 6500 SF 0.149 AC N89'31'23"E 125.00' 257 PSLUSD PROJECT N0. 11 681-A4 11 .-CITY�OF PORT ST. LUCIE PROJECT NO. P25-170 PLAT BK 139 PG 32 KEY MAP NOT TO SCALE 0 Y-jr s , W ON VT_s PARCEL A, 2 GRO PLAT BEING A REPLAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON GROVE, AS RECORDED IN PLAT BOOK 12, PAGES 50 AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND RECORDED IN OFFICIAL RECORD BOOK 3046, PAGE 2761, TOGETHER WITH THE SOUTH FIVE FEET OF TRACT S.M.T. 1 ALL OF NORTH TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON GROVES PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 126, PAGE 309 OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 29 AND 329 TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. GRAPHIC SCALE 40 0 20 40 80 THIS INSTRUMENT PREPARED BY DAVID P. LINDLEY OF ( IN FEET ) CAU LFI ELD and WHEELER, INC. INTENDED DISPLAY SCALE: 1 INCH = 40 FEET SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 - (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. L83591 v ® S7701'34 ®S A=3415'06" 134 25' v� ' 20' L/=29.89' 373 I in lcov 7646 SF 'n /� / o R=50.00' 00 `• f 0.176 AC ;� 25 S7g• o i d N- 25' 16 ¢. w r i A=84'18'36'; N �l�l ^ � - / �, 2 E 12� - L MATCH ,LINE SHEET 18 ' L=73.57 !; \a o cd p o^ o^ 23 c r �� - I S84'48'37"E 725,06' a �' _jl J w 7338 2�31�22" � m „ •r .� Nor .� �. ■� o `I`i is 0.168 AC L=11.79' 20' % Atwoter. N89'31 23 E 125.00 1 N89'31'23"E 125.00' T `vn zo e o ,'� i a Co. 1 ""� "'"► TRACT 0-86 360 Iv,l c''.---I 50 I _o co ;v 374 - ;n 3 0 0 0.058 AC w _0 Ln v 291 0 ' p I► to 6920 SF ,� co to o 06500 SF ,n IV N II' rn\ R=30.00 0 0 549 P C c I qI m r- 101 m 0 149 AC a 0.159 AC �, a a co u a / I A=2'12'15" `n p / :� a I =� N83'21'08"►N / A-86'53 40 R=30.00 20' m m o A=1'46'37" II _ b rn 125.03' L=45.50 " „ , I m o o L=20.01 a i a olo °'v - I A=83'0011 I 2 q L=20.00 o N N- a� - N89'31 23 E 1 �_5.00 „ p o o o d L=43.46 25' ' 1 25' N89'31'23"E 125.00' W N I N89'31 18 E 125.08 cm oo L 371 w R=345.00' I I I i - 1 TRACT 0-96 II �, -� II 7316 SF in P A=12'16'46" v co 20' DE � p a 0.168 AC a !; _ I U, 361 cn 290 N o I 0.057 AC a 20' L-73.94 I ry 6500 SF IoI IN 1 6500 SF N I 45' 20' 25 25 0 0.149 AC o _ > I N89,31 18 E 125:00' �/ o 00' o o N o0 0.149 AC o RIGHT-OF-WA 04704AY °° -< o A=0 04 44 A=0 05 52 N N89 31 18 E 125 , Ito 011 I c Io ' I cn L=0.89' 375 L=0.89' - N/ 0 10 0 " PAGE 533) v I 6500 SF I�1 o N89'31 23 E 1?_5.00 _ � TRACT 0-97 N89'31 23 E 125.00 0.149 AC o, 0�057 ACC 20 D�o I No Ci o w w w / 1 0 20 DE TRACT 0 8 0 ,, I w N89'31'18'E 125.00 I o 0.057 AC o m m m I I I 1 289 ' I N89'31'18"E 125.00' w m I N N89'31'23"E 125.00' rw 6500 SF N �`1 i 370 cn o I( 0 0 otOD L4 (o I 0.149 AC o 6500 SF !� ( o 00 � � a, o o � I �! r- c o m i o \ t13 cn 362 .i v 1 rn ' 376 I I c (-I 0.149 AC - _ N 6500 SF ++� 00 rn rn I I v, c Ln m m o ( TRACT S.M.T. 8 W o No - O 1 ry 6500 SF m o 1.429 AC I r �! 0 0.149 AC IoI N89'31'23"E 125.00' I I N o0 0.149 AC IoI 0 0 cn I I „ � I m ONo 00 0 01 o N89'31 18 E 125.00 0o I m I I o v' I W °D '18"E 125.00' 110° O 00 I 1 °° I 113 N89'31'23"E 125.00' Ln 288 cn °N°. wn.► I I � N89 31 .� 4P P \ .it \. -I 1N I 6500 SF !� w oo m r N ►� Ni �? �, 369 N m r- I 1 00 1 0 0.149 AC oo m D I I ri I I m m m Iry 1 6149 SF I/ 363 O D O o fTl cn 377 o_ 0.149 AC o_ N m I N 6500 SF I N( -4 I I 0 6500 SF IoI N (n N N I( ( a 0.149 AC o D D N89'31'23"E 125.00' 0 0.149 AC �-�� 1 in Q 0 y 01 0 N89'31'18"E 125.00' 0 ( I n W o - r ( < N89'31'23"E 125.00' .Z7 I I 7 ao I pp �+1 N89'31'18"E 125.00' 368 (� I � N 6500 SF 6500 SF I /I I II oO .o W -t 6 D o 0.149 AC o I� cy, 36,4 cn m r ' I 378 I I -i 00 0 1q I o I Iv 6500 SF ry o n ►v 6500 SF o 1 I o o N89'31'23 E 125.00 I m y vo m c" rw O �.! --I o 0.1,49 AC I o( I " � 2 0.149 AC IoI D nw I I I Z"E D ozo�mN89'31'18"E 125.00' ��N89'31125.00' o vo m zN N 286 zN m v TRACT S.M.T. 9 I N89'31'18"E 125.00' Ip II"' I ^' ( o Z D Z u � R=50.00 „ N 6500 SF � -+ � TT 2.914 AC Soo'2s 3`7 E o z V 367 cO R=95.00' A=80'09'25" 20' jO o 0.149 AC o � m = 20' 0 l0 25' 25' 7938 SF �13'42'32„ A=15'01'56" L=69.95' -�� 53.32� 365 I I 0379 _0.182 AC L=22.73' L-24.92 S78'34'27"W rn 7706 SF ;� _ Ln p 1 i . 0.177 AC N89-31'23"E\ 125.00'7284 SF c0 0 2 29.18 rn-25' 25' N M 0.167 AC M� ,.� � (o M►`)N d R=50.00 TRACT 0-99TIE TO DE 0.78co N r � r 0D u p s v A=90'13'31" i 7 UE 1 0.07�1 AC_ao c rn cD J J ►► r NA=6'45'S9" \ o m I `' a a 125.09 ►� �� L=78.74' 4'S6 0 _ 71 UE ' aoo J a N81'ST39"E 125.00 ►J 11 1- =M 1 S7g'10'08"w at�'' .` _/ 56p0, D=52 L=88.10'- - ,; , 50, I ►► `� ►o �� N R=� L,1 46 pE SAPPHIRE 12.10 R=25.00, S89'31 53 W 100.00 I I J �! o '�' 366 �� 15 8.84', " 3' PSLUE DRIVE S89'31 53 W �89'S9 30,Lp 3 PSLUE o0 rn 4 6 n D `.'� 0 5p.14 " L-33 05 59 E SHORE DR I L-39.27150.I I 380 0 M N �o �- ► j 8093 SF N30'35'03"W ,. 8" L�2 p,26 012� S130p, 62.1i1 00 W �� 7583 SF ►o N c\ �� 0.186 ACOO 33.88' D�1915 2 46 00' " Ls374 34 10 S89'31'S3"W 212.11' R=50.00 - 0.174 AC ►� ;� �' .o_ .T 0�� , R� l�451 15 ' L5.48,76' 20 o \ -oo\�� .�o�a �'� �0 Oa3 2�"w 130 j /,2�Dp' 9��"w CD,3�0 �,�A `� ►o \ \ -moo. �J \ 5�522 / R Og-51 1►1t�TCH LINE SHEET e3 LEGEND/ABBREVIATIONS r� �� / / G - CENTERLINE AC'-- DELTA ACRES CENTRAL ANGLE) CB \CHORD BEARING \ , CD CHORD DISTANCE I 381 1b R=25.00 p � �, � s, DE -DRAINAGE EASEMENT 8833 SF �10 o, w A=86'23'40" O- 0.203 AC v v ��\c'i.L=37.70' L -ARC LENGTH I LB - LICENSED BUSINESS LBE /LANDSCAPE BUFFER EASEMENT �6� LME - LAKE MAINTENANCE EASEMENT 6,�� LIP �2 ,p`L LSE/ LIFT/STATION EASEMENT ,6 . WME - WATER MANAGEMENT EASEMENT ORB - O,FFICIAL RECORD BOOK PB -/PLAT BOOK 6 PG=' PAGE PSLUE - PRIVATE UTILIP EASEMENTS PUE - PUBLIC/ UTILITY EASEMENTS R - RADIUS �R60.150 AC . 65 82 SF ems' 1 J .. `1�GGGR -INDICATES RADIAL LINE R �, / �6Gf RBE R/OADWAY ,BUFFER EASEMENT SOUTH LINE , �� •p`L Sly OF SECTION 29 � boo h��6 SF -SQUARE FEET UE /UTILITY EASEMENT 383 ,gK, �1`L �5 ®PRM DENOTES PERMANENT REFERENCE MONUMENT �R61 6500 SF 2s h� G6 F'-' G� 5/8'' IRON ROD WITH CAP STAM E / • � 0.149 AC "C&W PRM LBN35.91" D�ENOTES\PERMANENT CONTROL/POINT ►t -DENOTES 1 /4 SECTION -CORNER rat. NORTH LINE .Q` OF SECTION 32 PLAT BOOK PAGE _ZZ9:� SHEET 19 OF 22 PSLUSD PROJECT NO. 11-681-A4 CITY OF PORT ST. LUCIE PROJECT NO. P25-170 PLAT BK 139 PG 33 THIS INSTRUMENT PREPARED BY DAVID P. LINDLEY OF CAU LFI ELD and WHEELER, INC. SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 �BOCAllRATON, FLORIDA 33434 - (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. LB3591 /"--7 G) WMSON GROVES P2AIff CEL A PLArl" 4rl BEING A REPEAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON GROVE, AS RECORDED IN PLAT BOOK 12, PAGES 50 AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND RECORDED IN OFFICIAL RECORD BOOK 3046, PAGE 2761, TOGETHER WITH THE SOUTH FIVE FEET OF TRACT S.M.T. 1 ALL OF TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON GROVES PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 126, PAGE 30, OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 29 AND 32, TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. 20' o . a N7726 04 � 'o ') W 125.00co iR n � 436 MATCH LI' E SHEET 17 '0 I _ r 0151 A� - o 25' �2 �589'32'11 "W 125.00' 25 \> 25' S89'32 11 W 125.00 20' Q J oi. 469 N N82'30'S5"yy , N \ J 493 v I W e 5875 SF o I I Ial 125.00 (R) I ro N 0 co 5875 SF .i o / Lo I✓m 0.135 AC o - ;0 0.135 AC (o ( _D cs+ 0 0 ( I ao 0 435 n o `* rc N -0 o p 6568 SF d 0 jj _ m I -'a 0.151 AC �� 4 N ' I S89'3211' W 125.00' �, / m S89'32'11 "W 125.00' ( I `i° a a � o 0 I +� 494 Ivl o 0 0 470 I N87'35'46"W 12 '`� o ll I 0 5875 SF o 0 0 o 0 5875-SF-� 0 � N 5.00 (R) 1 �n 11 N 0.135 AC lol N (ol 0:135 AC o I I N LO I I Lo o 00 "� N 434 A-=2`52'21" / J a 6267 SF L=26.57' I I rri m m I I 20 0.144 AC I 25 S893II o 2'11"W 125.00' / S89'32'11''W 125.00' ,N0 495 I I ( I wrn 471 rn o S89'31'53"W 125.00 w 00 O5875 SF J o 00 io 0.135 AC w cn o ' - 0.135 AC rS I I II v, 433 40 0 5875 SF " o S89'32'11 "W 125.00' S8932'11 "W 125.00' m o 0.135 AC c I o I �''- z W y 496 47.2 c ' [.y C7 ( 0 5875 SF Io I I o ( 5875 SF o' w I S89'31'53"W 125.00' I I m z 0.135 AC C , 0 0..135 AC � c I v1' 00 i rT1 I I I C I I / I J 5875 SF o W Z I o 101 n ;-I ( S89'32'11"W 125.00' I I p S89'32'11"W 125.00 / r- I TRACT S.M.T. 10 0.135 AC � 3.6-06 AC Co C� I � I 473 ' ' I o0 58759SF Iol 00 5875 SF oo I I / S89-31'53"W 125.00' 058 W 0.135 AC I 'I D (I O ( I 0.135 AC I r 431 00 0 �1 n ('� I M 5875 SF m o w S89'32'11"W 125.00' 0 S89'32'11"W 125.00' w I o 0.135 AC I -I n w 498 0 0 I ' I - - 6013 SF I -� 474 20' A-1'00'47" 0.138 AC 25' 25' b � 5966 SF i� � 20' I ( S89'31'53"W 125.00' L=23.94' d=1'00 47 t`') 0.137 AC ) cD I L=26.15' N .n N N ( p r 00 `r � a a N I o 5847350SF (o l \ I d rn o 1 Z 0.135 AC z z N89'27'02"W 125.00' (R) I I N a I r` i( I N89'34'49"W 125.00' I ( I o 0 j N 0 0 ' `� � ' � 00 J M 475 °' in co / 113 I I o � 499 - � 1i '6 6056 SF -'� I I c „ w 00 6146 SF " 0 n _ o S89'31 53 W 125.00 0 0 I o .il 0.141 AC �1'59 20 � � o 0 0 ccoo �I 0.139 AC Lo N a L=51.34 0 ►� c� !n a M a a J -``' I /429 a 00 I I o w o w N I S8T50'10"E 125.00' 'c�V o 5875 SF o I I c 0.135 �� II a o0 Ln N87'27'43"W 125.00' (R) a o a M a I 476 o �AC ' I o 500 _ r b o o '� b u -``� 6056 SF a, . rn o- o o z o 0 0 0.139 AC !� r%j o I I S89'31'53"W 125.00' ;n 6146 SF N ,'�� vi a II z11 � ' J jl 0.141 AC � v v a �0'44'S8" A=0*41'34" `r 20. a it J II n u L=20.00 aIL=20.00 elf o 5875 SF 0 25'� LN85'28'23"W a N86'OS'31 "W 125.00' I I 0.135 AC CoI I ' .�,,., �,.,. .� �' 125.00' (R) 25' 25' I 20' TRACT 0_ 71 \ DE 0.057 AC I 20 00 N86'05'31 "W 125.01' (R) mom mm mm NEM 44 .MATCH LINE SHEET 9 PLAT BOOK PAGE SHEET 20 OF 22 AN NORTH GRAPHIC SCALE 40 0 20 40 80 loll 6!lmmli ( IN FEET ) INTENDED DISPLAY SCALE: 1 INCH = 40 FEET LEGEND/ABBREVIATIONS - CENTERLINE 0 - DELTA (CENTRAL ANGLE) AC - ACRES CB - CHORD BEARING CD - CHORD DISTANCE DE - DRAINAGE EASEMENT L - ARC LENGTH LB - LICENSED BUSINESS LBE - LANDSCAPE BUFFER EASEMENT LME - LAKE MAINTENANCE EASEMENT LSE - LIFT STATION EASEMENT WME -WATER MANAGEMENT EASEMENT ORB - OFFICIAL RECORD BOOK PB - PLAT BOOK PG - PAGE PSLUE - PRIVATE UTILITY EASEMENTS PUE - PUBLIC UTILITY EASEMENTS R - RADIUS (R) - INDICATES RADIAL LINE RBE - ROADWAY BUFFER EASEMENT SF - SQUARE FEET UE - UTILITY EASEMENT ®PRM - DENOTES PERMANENT REFERENCE MONUMENT 5/8'W IRON ROD WITH CAP STAMPED "C&PRM LB 3591" O - DENOTES PERMANENT CONTROL POINT ►� - DENOTES 1 /4 SECTION CORNER / vz PSLUSD PROJECT N0. 11-681-A4 CITY OF �F'ORT ST. LUCIE PROJECT N0. P25-170 � PLAT BK 139 PG 34 WILSON GRO YES PARCEL A PLA'JPL 2 BEING A REPLAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON GROVE, AS RECORDED IN PLAT BOOK 12, PAGES 50 AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND RECORDED IN OFFICIAL RECORD BOOK 3046, PAGE 2761, TOGETHER WITH THE SOUTH FIVE FEET OF TRACT S.M.T. 1 ALL OF TRACT 0-8 AND TRACT 0--11, OF THE PLAT OF WILSON GROVES PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 126, PAGE 301 OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 29 AND 329 TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. MATCH LINE THIS SHEET Ni" I IIcD Ii D0 01 Ci I N 00I •p J \ 2 1 C) I o o 1�If 0 265 w 6 \ C) I Nona 393 w I C q�'�\\ a\ —1 _ _ / WILSON GROVE\ �s� �\ `�'\ — ,p ♦ s S89'28'41 "W PARCEL A PLAT 1 \ �� °° �yti 3' PSLUE 30.00' TRACT S.M.T. 1 0 p - (PB 126,' PG 30) �\ �� 0'9� 392 PGO — —_ _ _r20' LUE TRACT R2 OO O�j 3' PSLUE � 1 I N S00'31'19"E w Co.o p. 011F `S>>°'+ \\\\ss �o,, Zy0p0 7' UE I oo s po. D' S�y'� o� w I 175 cz r D761 Ni °° -132 33 34 mO 0, 0, , -Oy ' a > m so ♦ o. y 6' O� o O \ �O`n�266 ( I Z y Z 760 °� �i� A c'P (,9��t p \\ Qo, o I C TRACT S. I 1 o I 759 $ g\ o' 0 II �`. �� o� ��s LME — I 40 mob P,G P a'. Q J► o N o \ 20' coo _ II b o ci O` \ i I I �y I m \ C C G ♦ I = -v D TRACT S.M.T. \ 763 �'o`n�� (PB 126, PG 30)) 0 y y � I\ \o� i I �m \ ' ' 0 \ \+ O I O sC� z I w 764 • .o O♦- c\\ m m( 30' W o ( 765 oil TRACT LA I\I �766 � m PC 30) I I 0 1 0 / \ 00.T-.► I rn nDZ � o � o / t o / \ \ .0 0 0 20' ( I I 0 ; o �' J�S00'28'13"E 0.�= \ VE I .00' 20.00' / TRACT S.M.T. 2 P5� I I -� N N / (PB 126, PG 30) \ N ` wo m J\�0.28'13"E / � w /v 20.00� m\I I � \ \ 1 46.01' I I w / 1 ` O 261 ( i rr w 35 O 20'40' 0 0 ' 1\ n� I I o I o030 \ 10 At �% I I I00 N� r ,a 262 1 N W I I w \ m ' J b w I I 30..00- !'� I I W o� N I �a a 263LA G (*1 N N I I S6S S9'0 y \ o I I 4F/ TRAC Oo I I A=1 *31'12/ \ W I �, I I I L=29.1/3' CPB� -o TRACT 0-1 20' rn n I I I I I (PB 126, R=109 2 1 '� m 264 I PG 30) �2 0` I Imo' ( L=40.( 1-1 I MATCH LINE THIS SHEET THIS INSTRUMENT PREPARED BY DAVID P. LINDLEY OF CAULFIELD and WHEELER, INC. SURVEYORS — ENGINEERS — PLANNERS 7900 GLADES ROAD, SUITE 100 CA RATON, FLORIDA 33434 — (561)392-1991 /"�—BOCERTiFICATE OF AUTHORIZATION NO. LB3591 PLAT BOOK PAGE SHEET 21 OF 22 AN NORTH GRAPHIC SCALE 40 0 20 40 80 i ( IN FEET ) INTENDED DISPLAY SCALE: 1 INCH = 40 FEET i i LEGEND/ABBREVIATIONS t - CENTERLINE A - DELTA (CENTRAL ANGLE) AC - ACRES CB - CHORD BEARING CD - CHORD DISTANCE DE - DRAINAGE EASEMENT L - ARC LENGTH LB - LICENSED BUSINESS LBE - LANDSCAPE BUFFER EASEMENT LME - LAKE MAINTENANCE EASEMENT LSE - LIFT STATION EASEMENT WME - WATER MANAGEMENT EASEMENT ORB - OFFICIAL RECORD BOOK I PB - PLAT BOOK PG - PAGE PSLUE - PRIVATE UTILITY EASEMENTS PUE - PUBLIC UTILITY EASEMENTS R - RADIUS (R) - INDICATES RADIAL LINE RBE - ROADWAY BUFFER EASEMENT SF - SQUARE FEET UE - UTILITY EASEMENT ®PRM DENOTES PERMANENT REFERENCE MONUMENT 5/8' IRON ROD WITH CAP STAMPED "C&W PRM LB 3591" C.p - DENOTES PERMANENT CONTROL POINT ►� DENOTES 1 /4 SECTION CORNER PSLUSD PROJECT NO. 11-681-A4 ,CITY OF PORT ST. LUCIE PROJECT NO. P25-170 PLAT BK 139 PG 35 LEGEND/ABBREVIATIONS (. - CENTERLINE A - DELTA (CENTRAL ANGLE) AC ACRES CB - CHORD -BEARING CD - CHORD DISTANCE \ DE DRAIN GE_EASEMENT -L - ARC LENGTH LB LICENSED-BUSINESS \ LE - LANDSCAPE BUFFER EASEMENT LME - LAKE MAINTENANCE EASEMENT LSE -EIFT STATION EASEMENT WME — WATER MANAGEMENT EASEMENT ORB/ OFFICIAL RECORD BOOK PB - PLAT BOOK / PG - PAGE PSLUE - PRIVATE UTILITY EASEMENTS PUE - PUBLIC UTILITY EASEMENTS R - RADIUS (R) - INDICATES/RADIAL/LINE RBE - ROADWAY BUFFER EASEMENT SF - SQUARE FEET UE - UTILITY EASEMENT ®PRM - DENOTES PERMANENT REFERENCE MONUMENT 5/B�RON�ROD WITH CAP STAMP"C&W PRM LB 3591" Q. - DENOTES PERMANENT CONTROL POINT ►� - DENOTES 1/4 SECTION CORNER I FILS ON GR 0 VES PARCEL A, PLA ral" 2 BEING A REPLAT OF A PORTION OF BLOCK 6 TRACT 3, BLOCK 3, BLOCK 8 AND BLOCK 9 OF THE PLAT OF THE ALAN WILSON GROVE, AS RECORDED IN PLAT BOOK 12, PAGES 50 AND 50A, BEING A PORTION OF THOSE LANDS AS DESCRIBED AND RECORDED IN OFFICIAL RECORD BOOK 3046, PAGE 2761, TOGETHER WITH THE SOUTH FIVE FEET OF TRACT S.M.T. 1 ALL OF TRACT 0-8 AND TRACT 0-11, OF THE PLAT OF WILSON GROVES PARCEL A PLAT 1, AS RECORDED IN PLAT BOOK 126, PAGE 30, OF THE PUBLIC RECORDS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LYING IN SECTIONS 29 AND 32, TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. THIS INSTRUMENT PREPARED BY DAVID P. LINDLEY AN OF CAULFIELD and WHEELER, INC. N RTH SURVEYORS — ENGINEERS — PLANNERS 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. LB3591 N I / I TRACT B / 31.517 AC I TRACT S.M.T. 11 506 p=0'24'57" L=9.00' 4.968 AC TRACT 0-17 S02'22'01"W 30.00' 20' 20' % io 0 0.389 AC PSLUE PSLUE / Q 0 7 UE a=0'55'27" L 507 — — S02'22'01 " M p-4'S0'13" L=20.00 - W 29.71' 20' N14• . -- L=104.68 . a- O'S5'2 7" _ -20.00'—d-5'18'17J,1 _� �20 " N86'35'39E 73.67' R=1240.00' L=114.81' DE ��9, 0p E TRACT 3' PSLUE A=92-56'08" ; L=2011.32, _ � � 0.3gg 0�17 ,N 3 o d _ ` 45 30" N19. .19 _ ��\ 00' / . PS 0.• � \ TRACT A �_' _ — \ \�'F.��2 - 405 39.755 AC 0 3' PSLUE PSG \ p hit \ \ 30 ono.2�4ry R=1160.0 ' qR ,M G F 404 20' d_91'0122" p0�s \ / I 20 TRACT 0-10 PSLUE 20 — _ L--1842.83' \ \(P& gC%R"Tl1 \A T UE DE (PB 126, PG 30) I PSLUE 1=15.52j2„ J I-- J _-3 6 403 o � � TgVNI \ LME N , qp _ \ 80 PR �q44 \\ \ \ WILSON GROVES \ � � mac, Ricyr Vo TF RO £- � \ \ \ PARCEL A PLAT 1 \ �d,1s S 142'- F� q )> \ \ \� Sp 2 " 3 TRACT S.M.T. 1 2 . \� 4� \ 0 (PB 126, PG 30) I S19'59 52" W 29.98' o J� „ I! 20, I 20 p=O'S916 G'ol s9 1 a \ \ S70'00'08"E 20 WILSON GROVES 20.00' °0'6 ��9�3 \ I PARCEL A PLAT 1 S19'59'52"W N21'32'24"E 399 REC TRACT I S68 36 29 E 76•. (PB 126, PG 30 �0.15'05" l L=5.09' 20.00 \?j., \ \ \ OHO, I 124 W 3000' D0' \ 398 397 396 o \\ �s A 1� PLAT BOOK PAGE SHEET 22 OF 22 395 / 11z PSLUSD PROJECT NO. 11-681—A4 ,CITY OF'PORT ST. LUCIE PROJECT NO. P25-170