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HomeMy WebLinkAbout137 1-20 Oak Ridge Ranches PUDCFN # 5560436 PLAT BOOK 137 PAGE 1, Recorded 12/09/2025 04:28:49 PM SAINT LUCIE COUNTY Deputy Clerk TR JOA w OAK RIDGE RANCHES '! PLAT BOOK i3—1 RIDO !I In MIS - 11 h 0A'61 K -PAGE RANGE 38 EAST AND PORTIONSRA"GE ""E R°A SUBDIVISION OF PORTIONS OF SECTIONS 23,25,26,35 AND 36 TOVIiNSH1P36 SOUTH,--- --- --- RA14 � .a I r INSTR # 5580438' 2OF1 2 AND 3 TOWNSHIP 37 SOUTH,RANGE 38 EAST ST. LUCIE COUNTY,FLORIDA N ems- REC 1 D Pages D12/0 _20 SECTIONS'' T G% SAINT OLUCIE �COUNTY 04:28:49 PMf1 �L'EGAL DESCRIPTION i i CERTIFICATE OF OWNERSHIP AND DEDICATION '�o -BEIN_G-A-PARCEL OF LAND LYING IN PORTIONS OF SECTIONS 23, 25, 26, 35, 36, TOWNSHIP 36 �L nFPiiTvriFRksRGine i SOUTH, RANGE 38 AST AN /ALSO IN PORTIONS OF SECTIONS 1, 2 AND 3, TOWNSHIP 37 STATE OF FLORIDA SOUTH, PARTICULARLY DES GIBE-D L IN SAINTLUCIE COUNTY,! FLORIDA, SAID PARCEL BEING MORE COUNTY OF _ SAlfjl C1f____ ACCEPTANCE OF DEDICATION COMMENCING AT THE SOUTHEAST CORNER OE/SECTION 36, TOWNSHIP 36 SOUTH, RANGE 38 OAK RIDGE RANCHES LLC, OAK RIDGE RESI INVESTMENTS LLC, AND OAK RIDGE COMMERCIAL LLC, LOCATION MAP ALL FLORIDA LIMITED LIABILITY COMPANIES, ARE THE OWNERS OF THE ABOVE DESCRIBED LAND, STATE OF FLORIDA NOT TO SCALE EAST; THENCE NORTH 00 08'55" WEST ALONG THE/EAST LINE OF SAID SECTION 36 (BASIS OF AND BY THEIR AUTHORIZED SIGNATORY, DO HEREBY DEDICATE AND SET APART ALL OF THE COUNTY OF SAINT LUCIE STATE PLANE GRID BEARING DATUM), A DISTANCE OF 431.14 FEET TO THE POINT OF BEGINNING STREETS, ALLEYS, THOROUGHFARES, AND UTILITY AND DRAINAGE EASEMENTS SHOWN ON THIS PLAT OF THE PARCEL DESCRIBED HEREIN, SAID/POINVBEING ON THE NORTHWESTERLY RIGHT OF WAY OF OAK RIDGE RANCHES TRACT PLAT; AS SHOWN HEREON AND HEREBY DEDICATE AS FOLLOWS: LINE OF GLADES CU'T-OFF ROAD (SR 74) AS RECORDED,,IN OFFICIAL RECORD BOOK 587!PAGE THE SOLAERIS COMMUNITY DEVELOPMENT DISTRICT HEREBY ACCEPTS THE DEDICATIONS OR 1117 IN THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA; 1. PODS, 1 THROUGH 12, AND FUTURE USE 1, THROUGH 8, ARE HEREBY RESERVED UNTO THE RESERVATIONS AI SAID COMMUNITY DEVELOPMENT DISTRICT E STATED AND SHOWN HERE0 1, AND APPLICABLE OWNER FOR FUTURE DEVELOPMENT, ACCEPTS ITS MAINTENANCE OBLIGATIONS FOR SAME AS STATED HEREON, DATED THIS THENCE SOUTH 44-4611" WEST ALONG SAID NORTHW < ERLY R\HT OF WAY LIN -, 6469.2-5 DAY OF ----�v &% �----------2025. FEET; THENCE NORTH 45°13'49" WEST, 2,10.00 FEET; THENCE SOUTH�89'49'46" WEST, 365.23 2. THE�CONS RVATION EASEMENT SHOWN HERON AS "C.E 1 THROUGH 20 AND CONSERVATION FEET; THENCE SOUTH 00.10'14" EAS�663.28 FEET TO NORTHERLY RIGHT OF WAY LINE OF EASEMENT CE,\CW AND SW, AND WILD LIFE CORRIDOR, ARE DEDICATED IN FAVOR OF ST. LUCIE SOLAERIS COMMUNITY DEVELOPMENT DISTRICT MORTGAGEE'S CONSENT. GLADES CUT-OFF R AD (SR 709) �� COUNTY, ITS SUCCESSORS AND/OR ASSIGNS, IN ACCORDANCE TO PRESERVE AREA MANAGEMENT _ / PLAN. NO `CONSTRUCTION, DUMPING, REMOVAL OF DESTRUCTION OF TREES, EXCAVATION, DREDGING, WI NESS A COMMUNITY DEVELOPMENT DISTRICT STATE OF FLORIDA THENCE SOUTH 44'46'11" WEST ALONG SAID NORTHWESTERLY RIGHT bF WAY LINE, 213.02 FEET SURFACE USES OR ACTIVITIES INCONSISTENT WITH PRESERVE AREA MANAGEMENT PLAN SHALL BE TO THE WEST LINE F THE EAST 100 FEET OF SECTION 2, TOWNSHIP 37 SOUTH, RANGE 38 PERMITTED JIN S41D EASEMENTS AND WILD LIFE CORRIDOR, THE SOLAERIS COMMUNITY DEVELOPMENT ff �, I�t G1 COUNTY OF ��k-c�c�L___ DISTRICTS ALL HAVE THE RIGHT AND OBLIGATION TO MAINTAIN THESE CONSERVATION EASEMENTS L� L_____1 l / ---------�'--- I� FARM CREDIT OF CENTRAL FLORIDA, ACA, THE HOLDER OF MORTGAGES RECORDED IN OFFICIAL EAST, AND WILD LIFE CIORRIDOR AREAS. THE CONSERVATION EASEMENTS AND WILD LIFE CORRIDOR ARE PRINT NAME OF WITNESS BY: � -_-_------____-- GOVERNED� BY TOOSE AGREEMENTS MAD AND AMENDED WITH OAK RIDGE RANCHES LLC, OAK WILLIAM FIFE RECORD BOOK 4642 AT PAGE 1449, OFFICIAL RECORD BOOK 4919 AT PAGES 1104, 1200 AND 1�16 THENCE NORTH 00'1,0'14" WEST, ALONG SAID WEST LINE, 803.91 FEET T0, THE NORTH LINE OF CHAIRPERSON AND OFFICIAL REC RD BOOK 4920 AT PAGE 1168, ON THE ABOVE DESCRIBED LAND, BY ITS RIDGE RESI INV STMENTS LLC/AND OAK RIDGE COMMERCIAL LLC, AS RECORDED IN OFFICIAL THE SOUTH HALF (S.1/2) OF THE SOUTH HALF (S.1/2) OF SAID SECTION 2 G FOR THE BOARD OF SUPERVISORS --- � �' -- ��i------------- DOES HEREBY JOIN AND CONSENT TO THE RECORD/BOOK/5356, ,RAGE,2616, AND OFFICIAL RECORD BOOK 5296, PAGE 1326,AS AMENDED BY DEDICATIONS ON THIS PLAT AND AGREES THAT SAID MORTGAGES SHALL BE SUBORDINATED TO THE 538.01 FEET TO THE EAST LINE OF OFFICIAL RECORD BOOK 5395, PAGE 184.9, IN PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA______________________________.____ DEDICATIONS SHOWN HEREON. THENCE SOUTH 89'S953' WEST ALONG SAID NORTH LINE, 2, THE,,SOUTH LORIDA�WATER MANAGEMENT"DISTRICT HAS NON-EXCLUSIVE ACCESS, WITH THE RIGHT WITNESS THE NORTH HALF (N.1 /2) OF THE SOUTH HALF (S.1/2) OF THE SOUTHWEST QUARTER (SW 1 /4) TOZUSE ANY NECESSARY EQUIPMENT OR VEHICLES, TO,PRESERVED CONSERVATION AREAS, AS IN WITNESS WHEREOF, THE UNDERSIGNED HAS CAUSED T SE PRESENTS TO B EXECUTED IN ITS OF SAID SECTION 2; i RECORDED IN OFFICIAL/RECORD BOOK 5263�PAGE 2840N1 THE PUBLIC RECORDS OF ST. LUCIE �M�S / /`--- NAME AND ITS SEAL TO BE HEREUNTO AFFIXED BY ITS �.n�� ,it��eS1___ THIS NT /FLORIDA.A­THE --- (•✓ ' ALONG SAID EAST LINE, 659.91 FEET TO THE SOUTH LINE OF�--------`--`-"`--__--" __l°L'"_"' _ DAY OF _����z_t�•____,2025. THENCE SOUTH 00' 8'03' EAST AL COU J, / //�� PRINT NAME OF WITNESS THE NORTH HALF (N.1 /2) OF THE SOUTH HALF (S.1/2) OF THE SOUTHWEST QUARTER (SW 1 /4) 3,--THE CONSERVATION TRACTS 1 THROUGH 4, AND STORMWATER TRACTS SHOWN HEREON AS OF SAID SECTION 2; "SWT", TRACTS SWT 1 THROUGH 12 ARE HEREBY DEDICATED TO )_NE SOLAERIS COMMUNITY THENCE SOUTH 89'�9'53" WEST ALONG SAID SOUTH LINE, 2,638.16 FEET TO THE SOUTHWEST DEVELOPMENT DISTRICT, AND ITS SUCCESSORS AND ASSIGNS�FOR STORMWATER AND/OR ACKNOWLEDGEMENT FOR ACCEPTANCE OF DEDICATION FARM CREDIT OF CENTRAL FLORIDA, ACA CORNER OF THE NORTH HALF (N.1/2} OF THE SOUTH HALF (S.1/2) OF THE SOUTHWEST CONSERVATIOJ� PURPOSES. THE SOLAERIS COMMUNITY DEVELOPMENT DISTRICT SHALL NAVE THE (SEAL) QUARTER (SW 1 4 OF SAID SECTION 2; RIGHT AND OBLIGATION TO MAINTAIN SUCH TRACTS. STATE OF FLORIDA /) / ` / COUNTY OF ST, LUCIE 4. THE DRAINAGE EASEMENTS/SHOWN HEREON AS /DE ARE HEREBY DEDICATED TO THE SOLAERIS THENCE SOUTH 87° 7'15" WEST ALONG THE SOUTH LINE OF THE NORTH HALF (N.1/2) OF THE COMMUNITY DEVELOPMENT DISTRICT,�AND ITS SUCCESSORS AND ASSIGNS, AND ARE HEREBY THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED `FORE ME BY MEA S OF PHYSICAL ____ ------------------------------- A QUARTER SE 1 4 OF SECTION 3NON—EXCLUSIVE,ER ASEMENTSXTO ACCESS INSTALL CONSTRUCT, PRESENCE OR ONLINE NOTARIZATION, THIS _� DAY OF _�-✓E,+f� _---_ 2025, -- -- - -`---- WI NES _-�- — SOUTHEAST QUARTER (SE 1 /4) OF THE SOUTHEAST QU { /) DEDICATED AS ll _'I'� -i TOWNSHIP 37 SOUTH RANGE 38 EAST, 1,329.13 FEET TO THE WEST LINE OF THE NORTH HALF ACQUIRE, OPERATE, MAINT14IN, REPAIR AND REPLACEISTORMWATER IMPROVEMENTS (INCLUDING BUT BY WILLIAM FIFE, AS CHAIRPERSON FOR THE BOARD OF SUPERVISORS FOR THE SOLAERIS ___ _______________ PERPETUAL E � , \, (N.1 /2) OF THE SOUTHEAST QUARTER (SE 1 /4) OF THE SOUTHEAST QUARTER (SE 1 /4) OF NOT LIMITED TO ALL CURBS, GUTTERS, DRAINS AND/CATCH-BASINS)-THE SOLAERIS COMMUNITY COMMUNITY DEVELOPMENT DISTRICT _K.1' - `-- S _`----`-- PRINT NAME OF WITNESS SAID SECTION 3; DEVELOPMENT DISTRICT/SHALL/HAVE THE RIGHT AND OBLIGATION TO MAINTAIN ANY MASTER THENCE NORTH 00-10'43 EAST AL STORMWATER IMPROVEMENTS/WITHIN SUC�DRAINAGE EA�MENT� AS� " ALONG SAID WEST LINE, 664.75 FEET TO THE NORTH LINE OF �� / � --- • ____________________ - -- SOUTHEAST QUARTER (SE 1/4) OF THE SOUTHEAST QUARTER 5. UTILITY EASEMENTS SHOWN HEREON�AS "UE�", ARE HEREBY�DEDICATED TO ST. LUCIE COUNTY, WITH , THE NORTH HALF (N.1 /2) OF THE ________ _ __ ___ __________________ (SE 1 /4} OF SAID SECTION 3, FLORIDA, ITS SUCCESSORS AND/OR ASSIGN HAVE THE RIGHT TO USE )ALL PLATTED _ ----�� `"" BRYONT.LOPRESTE GNATURE NO RY PUBLIC, STATE OF FLORIDA PRINT N; t�_ WITNESS UTILITY EASEMENTS FOR ACCESS TO/INSTALLATION AND MAINTENANCE OF PUBLIC UTILITIES AND C►NffHH�56133 THENCE NORTH 87'59'30" EAST ALONG SAID NORTH LINE, 1,326.02 FEET TO THE WEST LINE OF FACILITIES INCLUDING, BUT NOT LIMITED TO WATER AND WASTEWATER LINES AND APPURTENANT ",P: MEXPIRESSJaruary27,201 INT NAME: Am.-ic7 4,4 Eft-__-_-__ SECTION 2, TOWNS IP 37 SOUTH, RANGE 38 EAST; FACILITIES. ST. LUCIE COUNTY, FLORICA.,,AkHALL NOT' BE RESPONSIBLE FOR ANY -MAINTENANCE '"",� '' ACKNOWLEDGEMENT FOR MORTGAGEES CONSENT OBLIGATIONS FOR SAID EASEMENT EXCEPT AS SHALL RELATE TO THE SERVICING OFj SUCH PUBLIC ALONG SAID WEST LINE, 1,319.82 FEET TO THE WEST QUARTER UTILITIES BY ST. LUCIE, COUNTY, FLORIDA. -- STATE OF FLORIDA THENCE NORTH 00' 4'28" WEST AL I I / / CORNER OF SAID SECTION 2, \ \ PERSONALLY KNOWN __-✓ _ OR PRODUCED IDENTIFICATION _______ COUNTY OF 6. THE LAKE MAINTENANCE EASEMENTS SHOWN HEREON AS 'LME", ARE �, EREBY DEDICATED TO THE THENCE NORTH 0°0 '05" WEST ALONG SAID WEST LINE, 2,773.08 FEET TO THE SOUTHWEST SOLAERIS COMMUNITY DEVELOPMENT DISTRICT, AND ITS SUCCESSORS AND`A�SSIGNS FOR THE/ TY.E-OF-IDENTIFICATION PRODUCED _---_-_ THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED ��FFORE ME BY MEANS OF ® PHYSICAL PRESENCE OR ❑ ONLINE NOTARIZATION, THIS __�____ DAY OF __LV______ 2025, CORNER OF SECTION 35, TOWNSHIP 36 SOUTH, RANGE 38 EAST; PURPOSE OF ACCESS TO AND THE MAINTENANCE OF THE STORMWATER TRACTS, THE SOLAERIS BY 1C._t_rr� l__���,i�s____-__________, AS Est v!�-P�s'�----- FOR FARM COMMUNITY DEVELOPMENT DISTRICT SHALL HAVE THE RIGHT�AND OBLIGATION TO MAINTAIN ANY �� CREDIT OF CENTRAL FLORIDA, ACA,' THENCE NORTH 00'�3'41" WEST ALONG THE WEST LINE OF SAID SECTION 35, A DISTANCE OF MASTER STORMWATER IMPROVEMENTS WITHIN SUCH LAKE MAINTENANCE -EASEMENTS. ACKNOWLEDGEMENT FOR DEDICATION 1 886.39 FEET TO THE SOUTH LINE OF THAT LESSED-OUT PARCEL IN PARCEL 4 AS RECORDED IN OFFICIAL RECORD BOOK 4642, PAGE 1399, PUBLIC RECORDS OF SAINT LUCIE COUNTY, 7. SOLI BOULEVARD "R-1" IS HEREBY DEDICATED TO THE SOLAERIS COMMUNI ,Y DEVELOPMENT � ►- �� � � -� -I T STATE OF FLORIDQ FLORIDA; THENCE ALONG THE SOUTH AND EAST LINES OF SAID LESSED-OUT PARCEL FOR THE DISTRICT, AND ITS SUCCESSORS AND ASSIGNS, FOR INGRESS AND EGRESS, PUBLIC ACCESS, __ ------------------- / COUNTY OF ST. LUCIE` • . -- NEXT 13 COURSES S FOLLOWS: STORMWATER AND UTILITY PURPOSES (INCLUDING FPL, GAS, CATV, ETC.). AND SHALL BE THE � - � � �-� -�_oate;, � � SIGN OTARY PUBL C, STATE OF FLORIDA PERPETUAL MAINTENANCE OBLIGATION OF SAID COMMUNITY DEVELOPMENT DIST ICT. THE FOREGOING/NSTRUMENT WAS ACKNOWLEDGED FORE ME BY MEANS OF PHYSICAL ` THENCE SOUTH 51' 5'39" EAST, 284.84 FEET; .1+ PRINT NAME: 7Jv_ .__ rz�m_S__--_- THENCENORTH 73'0'54" EAST, 344.58 FEET; PRESENCE OR `❑ ONLINE NOTARIZATION /THIS _� __ DAY OF _i✓/y_E _ E22025, -__-. ` { THENCE NORTH 30'17'48" EAST, 240.01 FEET; 8. THE COMMON AREA TRACTS SHOWN HEREON AS "CA" 1 THROUGH 15, AND THE BY JAMES-R. HARVEY, AS AUTHORIZED SIGNATORY FOR OAK RIDGE RANCHES LLC, THENCE NORTH 00'48'40" EAST, 718.51 FEET; CONSERVATION TRACTS BUFFER SHOWN HEREON AS "CTB", 1 THROUGH 11, ARE HEREBY DEDICATED A FLORIDA LIMITEVLIABILITY COMPANY. THENCE NORTH 80'�6'08" EAST, 520.93 FEET; TO SOLAERIS COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT AND ITS PERSONAL ---- SUCCESSORS __ OR PRODUCED IDENTIFICATION -------- SUCCESSORS AND ASSIGNS, AND ARE HEREBY DEDICATED AS OPEN SPACE, LANDSCAPE, BUFFER,T--- • " -. THENCE NORTH 56' 2 29 EAST, 99.95 FEET; DRAINAGE, UTILITIES, LAKE ACCESS AND DRY DETENTION AREAS. THE SOLAERIS COMMUNITY THENCE NORTH 02' 2'07" WEST, 601.78 FEET, DEVELOPMENT DISTRICT SHALL HAVE THE RIGHT AND OBLIGATION TO MAINTAIN SAID TRACTS. , --------- ------------------ THENCE TYPE OF IDENTIFICATION PRODUCED NORTH 01' 7'24" EAST, 176.10 FEET; ; ��"""%�, �BRYONT.LOPRESTE SIGNATURE NO A Y PUBL-IC, STATE OF FLORIDA THENCE NORTH 24' 7'24" EAST, 363.57 FEET; 9 NON-EXCLUSIVE PERPETUAL EASEMENTS ARE HEREBY GRANTED TO THE SOLAERIS COMMUNITY =a *; MYCOMMISSIONffHH455133 �I Q� 27 2('28 PRINT NAME s�2V�• �T/'f! _ ___ THENCE NORTH 33'�8'19" EAST, 107.30 FEET; DEVELOPMENT DISTRICT, AND ITS SUCCESSORS AND ASSIGNS, AND TO ALL PUBLIC UTILITY 'jF°`:� EXPIRES. January _ — 2�________ _______ THENCE NORTH 67°�35'29" EAST, 338.81 FEET; PROVIDERS, AND ST. LUCIE COUNTY, WITHIN SOLI BOULEVARD AND WITHIN ALL "PUBLIC UTILITY THENCE NORTH 53'23'19" EAST, 76.67 FEET; EASEMENTS" SHOWN HEREON AS "PUE," AND TO ACCESS, INSTALL, CONSTRUCT, ACQUIRE, OPERATE, ` THENCE NORTH 00'45'57" WEST, 897.42 FEET TO THE NORTH LINE OF SECTION 35, TOWNSHIP MAINTAIN, REPAIR AND REPLACE LIGHTING, IRRIGATION, GAS, FPL, CATV, AND OTHER PUBLIC PERSONALLY KNOWN FOR PRODUCED IDENTIFICATION 36 SOUTH, RANGE 38 EAST; UTILITY IMPROVEMENTS. THE PARTY THAT INSTALLED SUCH IMPROVEMENTS SHALL BE / RESPONSIBLE FOR OWNING, OPERATING, MAINTAINING, REPAIRING AND REPLACING SUCH TYPE OF IDENTIFICATION PRODUCED THENCE NORTH 89' 9'41" EAST ALONG SAID NORTH LINE, 761.47 FEET TO THE SOUTH QUARTER IMPROVEMENTS. CORNER OF SECTION 26, TOWNSHIP 36 SOUTH, RANGE 38 EAST; / � ' A NON-EXCLUSIVE, PERPETUAL EASEMENT IS HEREBY GRANTED TO ST. LUCIE COUNTY WITHIN SOLI ACKNOWLEDGEMENT FOR DEDICATION THENCE NORTH 00'09'26" WEST ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION BOULEVARD TO ACCESS, INSTALL, CONSTRUCT, ACQUIRE, OPERATE, MAINTAIN, REPAIR AND 26, A DISTANCE OF' 5,499.99 FEET TO THE SOUTH QUARTER CORNER OF SECTION 23, TOWNSHIP REPLACE WATER, SEWER AND RECLAIM IMPROVEMENTS. THE SOLAERIS COMMUNITY DEVELOPMENT STATE OF FLORIDA DISTRICT MAY ELECT TO CONSTRUCT AND/OR ACQUIRE SUCH IMPROVEMENTS AND TRANSFER THEM COUNTY OF ST. LUCIE 36 SOUTH, RANGE 38 EAST, TO THE COUNTY UPON COMPLETION FOR OWNERSHIP AND OPERATION. THENCE NORTH o0'p8'13" WEST ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BF�FORE ME BY MEANS OF PHYSICAL 23, A DISTANCE OF 5,121-.28 FEET TO THE SOUTH RIGHT-OF-WAY EASEMENT LINE OF THE IN WITNESS WHEREOF, THE UNDERSIGNED COMPANIES HAVE CAUSED THIS CERTIFICATION TO BE PRESENCE OR ❑ ONLINE NOTARIZATION, THIS _f9___�DAY OF _ ESI INV_�______ 2025, SOUTH FLORIDA WATER MANAGEMENT DISTRICT C-24 CANAL ACCORDING TO THE EXECUTED BY THEIR AUTHORIZED SIGNATORY THIS �_'�_DAY OF _RAJ ISJX, 2025. BY JAMES P. HARVEY, AS AUTHORIZED SIGNATORY FOR OA�C RIDGE REST INVESTMENTS LLC, RIGHT-OF-WAY MAC' THEREOF AND AS FURTHER DESCRIBED IN DEED BOOK 243, PAGE 626, A FLORIDA LIMITED LIABILITY COMPANY. PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA; - . •--------- --------------------- THENCE NORTH 89�57'08" EAST ALONG SAID SOUTH LINE OF THE C-24 CANAL RIGHT-OF-WAY ---------------------------------- OAK RIDGE RANCHES LLC, SIGNATURE_ -NO ARY PUBLIC!STATE OF" FLORIDA EASEMENT, 369.00 FEET; WITNESS A FLORIDA LIMITED LIABILITY COMPANY iil'C�r__y-41----------------- -_- BY: THE KOLTER GROUP LLC, A FLORIDA =0�"�`6 �: BRYONT.LOPRESTE PRINT NAME OF WITNESS LIMITED LIABILITY COMPANY, ITS MANAGER - ' MYcoMMlssloN#HH456133 PRINT NAME: PR THENCE SOUTH 89' 8'02" EAST ALONG SAID SOUTH LINE OF THE C-24 CANAL RIGHT-OF-WAY =^` EASEMENT, 2,225.1 FEET TO THE EAST LINE OF SAID SECTION 23; P Vie: EXPIRES: January27,2328 l % FGFF THENCE SOUTH 00 14'49" EAST ALONG THE EAST LINE OF SECTION 23, A DISTANCE OF 5,119.73 WITNESS BY: __ -__ _ _____ __ -_ PERSONALLY KNOWN �_ OR PRODUCED IDENTIFICATION '-_�%�� -___ JAM S P. ARVEY FEET TO THE NORITHWEST CORNER OF SECTION 25, TOWNSHIP 36 SOUTH, RANGE 38 EAST; -------- PRINT NAME OF WITNESS AU ORIZ SIGNATOR TYPE OF IDENTIFICATION PRODUCED ------- THENCE SOT U H 89 19 00'OEAST QU ARTER THE NORTH LINE OF SAID SECTION 25, A DISTANCE OF CORNER OF SECTION 25; _Am- ____/��----------------- ACKNOWLEDGEMENT FOR DEDICATION THENCE SOUTH 89 17 56" EAST ALONG THE NORTH LINE OF SAID SECTION 25, A DISTANCE OF OAK RIDGE RESI INVESTMENTS LLC, WITH S A FLORIDA LIMITED LIABILITY COMPANY 2,547.36 FEET TO THE WEST LINE OF THE EAST 70.00 FEET OF SAID SECTION 25, THE SAME _-�rl(e _F /I-_------ _--------- BY: THE KOLTER GROUP LLC, A FLORIDA STATE OF FLORIDA CTHIS INSTRUMENT WAS PREPARED BY BEING THE WEST LINE OF THAT PARCEL KNOWN AS RANGE LINE ROAD EXTENSION AS PRINT AME OF WITNESS LIMITED LIABILITY COMPANY, ITS MANAGER COUNTY OF ST. LUCIE 7 PA 7 PUBLIC RECORDS OF SAINT LUCIE / DESCRIBED IN OFFICIAL RECORD BOOK �028, GE 26 0, THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF [�'�HYSICAL COUNTY, FLORIDA; __ ___________________ PRESENCE OR ❑ ONLINE NOTARIZATION, THIS __/_Q�` __ DAY OF f_/i✓�Ar�FiC _____ 2025, -------- // WITNESS BY: _tTHOZED Q ' -_ BY JAMES P. HARVEY, AS AUTHORIZED SIGNATORY FOR OAK RIDGE COMMERCIAL LLC, A FLORIDA GARY P. WILLIIAMS/PSM, PRESIDENTTHENCE SOUTH 00 00'44" WEST ALONG SAID WEST LINE OF THE EAST 70.00 FEET OF SAID �� s�/• �-------------JARVEY - --- - LIMITED LIABILITY COMPANY. IN THE OFFICE OFSECTION 25, A DISTANCE OF 5,283.00 FEET; PRINT NAME OF WITNESS A SIGNATORY . F.R.S & ASS,OCIATES, INC. THENCE SOUTH 00 08'55 EAST A DISTANCE OF 1.73 FEET TO THE NORTH LINE OF n • • LAND SURVEYORS AND MAPPER SIGNATURE NOTA PUBLIC, STATE OF FLORIDA SECTION 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST; ,,/,� ----------------- OAK RIDGE COMMERCIAL LLC, CERTIFICATE OF AUTHORIZATION NO. LB4241 WITH SS A FLORIDA LIMITED LIABILITY COMPANY <�e'� :. BRYON T. LOPRESTE — (v� 2257 VISTA PARKWAY, SUITE 4 / '� SAID NORTH LINE OF SECTION 36, A DISTANCE OF �� _= PRINT NAME:�,m_✓/•___'T __ THENCE NORTH 88 30'S8" EAST ALONE p��• BY: THE KOLTER GROUP LLC, A FLORIDA _.; *= MY COMMISSION 3 -- -�---- JCS --_____________ T PALM BEACH, FLORIDA 33411 70.02 FEET TO THE NORTHEAST CORNER OF SAID SECTION 36; PRINT N E OF WITNESS LIMITED LIABILIT CO PANY, ITS MANAGERQ ' EXPIRES: January27,2028 , •..,OFF,,,. /PHOE (561) 478-717� / Web Site': www.frss u�vp y.com THENCE SOUTH 00�08'55" EAST ALONG SAID EAST LINE OF SECTION 36, A DISTANCE OF __________________________ . PERSONALLY KNOWN _-_-✓ OR PRODUCED IDENTIFICATION --------- 4,946.78 FEET TO THE POINT OF BEGINNING. WITNESS --- BY: —7 _ GI &j________________ J ES HARVEY TYPE OF IDENTIFICATION PRODUCED DESCRIBED PARCEL CONTAINS 3229,966 ACRES, MORE OR LESS. PRINT NAME OF WITNESS A THOR ED SIGNATORY SHEET1OF20 n PLAT BK 137 PG 2 '. NURP'9 AAV�171r1Hr- 0■ LOCATION MAP ~o ST. LUCIE COUNTY, FLORIDA NOT TO SCALE / TITLE CERTIFICATION CERTIFICATE F MORTGAGEES CONSENT. C CATION C C O APPROVAL OF THE COUNTY ATTORNEY STATE OF FLORIDA STATE OF FLORIDA STATE t* COUNTYO OF L� COUNTY OF PALM BEACH COUNTY OF ST. LUCIE DFH LAND, LLC, I, TYRONE T. BONGARD A DULY LICENSED ATTORNEY IN THE STATE OF FLORIDA THIS PLAT IS APPROVED AS TO FORM. A FLORIDA LIMITED LIABILITY COMPANY, THE�HOLDER OF A MORTGAGE RECORDED / DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE TO THE HEREON DESCRIBED IN-qF�� I QB�OK ,51�T`PAGV1854, ON THE ABOVE DESCRIBED LAND, BY ITS Pf�OPERT�Y; THAT FIND THE TITLE TO THE PROPERTY IS VESTED IN OAK RIDGE RANCHES LLC, S C�(e _ _ DOESQHEREBY�l01N AND CONSENT TO'THE --- -- - OAKS IDGE RESI INVESTMENTS LLC, AND OAK RIDGE COMMERCIAL LLC; THAT THE CURRENT TAXES BY: ----------- _______ DEDICATIONS ON TWIS PLAT AND AGREES THAT SAID MORTGAGE SHA L BE SUBORDINATED TO THE HAVE�BEEN PAID; THAT ALL MORTGAGES NOT SATISFIED OR R ASED OF RECORD NOR OTHERWISE KATHERINE D. BARBIERI DEDICATIONS SHOW) HEREON. / TERMIN kE�D BY LAW ARE SHOWN HEREON; AND THAT THERE ARE NOT ENCUMBRANCES OF INTERIM COUNTY ATTORNEY RECORD BUT THOSE ENCUMBRANCES DO NOT PROHIBIT THE CREATION OF THE SUBDIVISION ST. LUCIE COUNTY, FLORIDA IN WITNESS WHERE F, THE UNDERSIGNED LIMITED LI BILIT�OMPA Y wH� S CAUSED THESE �f PRE E S 0 B UTED IN ITS NAME BY ITS ��Lti� ` THIS -- DAY DEFICTED1BY THI PLAT. OF%7 -- --- -----� DATED THIS If -__ DAY OF 2025. -- _-, 2025. DATE: DA FLORIDA FH LAND, LLC, LIMITEDLIABILITY COMPANY CERTIFICATE OF APPROVAL OF THE GROWTH MANAGEMENT DIRECTOR W T B Y: ---- .�11i1�---------- ___ __ --- � - /� ' STATE OF FLORIDA (SEAL) _ r ���C.nI �- ----- ---- TYRONE BONGARD � NT NAME OF WITNESS\ FL-FLBAR# 649295 COUNTY OF ST. LUCIE FOR GUNSTER, YOAKLEY & STEWART, P.A IT IS HEREBY CERTIFIED THAT THIS PLAT MEETS THE MINIMUM LOT DIMENSION REQUIREMENTS OF ---- ---- ------ _----------------- BY: THE PLANING UNIT DEVELOPMENT (PUD) AND AG-5 (AGRICULTURAL- 5) ZONING DISTRICT, AS SET 1 ` �� -------- /� FORTH I SECTION 7.04,00 OF THE ST. LUCIE COUNTY LAND DEVELOPMENT CODE. __\>/ \ THIS -- ----- DAY OF _ 2025. PRINT NAME OF WITNESSF� CERTIFICATE OF,APPROVAL OF THE DEPUTY COUNTY ADMINISTRATOR ACKNOWLEDGEMENT FOR MORTGAGEE'S CONSEN6 % T STATE OF FLORIDA/ "I STATE OF FLO A COUNTY OF ST. LUCIE BY: DATE: IA? �S / _ OFAB LCER, AICP COUNTY OF _� ----- --- IT IS HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFFICIALLY APPROVED FOR RECORD BY PLANNING AND DEVELOPMENT SERVICES DIRECTOR THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED B F€ ME BY M A S F� P Y I L pp THE DEPUTY COUNTY ADMINISTRATOR OF ST. LUCIE COU TY FLORIDA, THIS ____________ DAY STLUCIE COUNTY, FLORIDA PRE OR� ONE NO�ATION, THIS _DAY dV2M_�2025, OF --� ,�--=--- 2025. BY ---G ---�- -� ------------ AS - --fin -- FOR DFH / LAND, LCC, A FLORIDA LIMITED LIABILITY COMPANY. BY: _ / ------------ DATE: _ Lz[___!t1�____ CERTIFICATE OF APPROVAL OF THE COUNTY ENGINEER MS. MAYTE SA ARIA/ MERCEDESM.STOCK ___ _ ____ _______ DEPUTY COUNTY ADMINISTRATOR II STATE OF FLORIDA =* •: MYCOMMISSION#HHasg2a3 S GNA URE NOTARY PUBLIC, STATE OF FLORIDA R/ C�UNTY OF ST. LUCIE Pam' EXPIRES: February 27, 2028 oFF;� PRINT NAME:Mzj_��!��------ �IS ITS HEREBY CERTIFIED THAT THIS PLAT MEETS ALL MINIMUM SUBDIVISION PLATTING PERSONALLY KNOWN _ ___ OR PRODUCED IDENTIFICATION -_-_-___- TYPE OF IDENTIFICATION PRODUCED ------- MORTGAGEE'S CONSENT: STATE OF FLORIDA COUNTY OF A4w TAYLOR MORRISON OF FLORIDA INC, A FLORIDA CORPORATION, THE HOLDER OF A MORTGAGE RECO p IN 0 I IA6 ECO BOOK 5355 AT PAGE 150, ON THE ABOVE DESCRIBED LAND, BY ITS _ _ _______________, DOES HEREBY JOIN AND CONSENT TO THE DEDICYAI ONS0 D E D I C0THIS PLAT AND AGREES THAT SAID MORTGAGE SHALL BE SUBORDINATED TO THE DEDICATIONS SHOWN HEREON" IN WITNESS WHEREQF, THE UND SIGN CORP RATI N HAS CAUSED HESE PRESENTS TO BE CUTED IN ITS NAME BY ITS��THISDAY OF eovjjl6ll ---I, 2025. TAYLOR MORRISON OF FLORIDA INC 4�4(� A FLORIDA CORPORATION - -- ---- ------------- (SEAL) WI TN E S _- � ---- PRINT WITNESS AME OF WITNESS BY:------ ---�- - - ----- --------------------- PrIINT NAME OF WITNESS ACKNMI Fn(..FMFNT FOR M0RT[-.AC-.FF'.q r.ON.qFNT STATE OF FLORIDA COUNTY OF SAINT LUCIE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED EFORE ME BY MEANS OF PHYSICAL BY NLINE NOTARIZATION, THIS _�_ . DAY OF pQ 2025, 5�---------- ------ ASFORo�_n�_ FOR TAYLOR MORRISON OF F 51DA INC, A FLORIDA CORPORATION. Notary Public State of F4orida Rebecca Ann Kroh7s John My Commission 12/ MN471127 7SIGNATZ RE NO ARY PUBL STATE OF FLORID. Expires t2i7rm3i PRINT NAMES CCPI,_A_V CA -Al PERSONALLY KNO IN _ __ OR PRODUCED IDENTIFICATION --------- TYPE OF IDENTIFICATION PRODUCED CERTIFICATE OF APPROVAL OFIHE CLERK OF THE CIRCUIT ,COURT REQUIREMENTS AS SET FORTH IN SECTION 11.03.00 OF THE ST. LUCIE COUNTY LAND DEVELOPMENT CODE. STATE OF FLORIDA COUNTY OF SAINT LUCIE BY: --- '------------------ DATE: I, MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT IN AND OR ST. LUCIE COUNTY, ,FLORID, DO DAN J. ZRA LACK, P.E. HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINE,. AND, H IT COMPLIES IN FORM WITH ALL GOU TY EN INEER THE REQUIREMENTS OF THE LAWS OF THE STATE OF FLORIDA PERTAINING TO MAPS/AND' PLATS ST.L IE` UNTY, FLORIDA AND THAT THIS PLAT HAS BEEN FILED FOR RECORD IN PLAT BOOK PAGES THROU �- _ OF THE PUBL C RECORDS OF ST--L-UCIE COUNTY, FLORIDA, THIS - 2025. PLAT POSITION AND ORIENTATION,' COORDI ATES S OWN = STATE PLAN GRID COORDINATES BY:__-- _ C� - ---- - �� i crrvr DATUM % = NORTE�/AMERICAN DATUM OF 1983/2011 ADJUSTMENT (NAD 83/11). MICHELL R. ILLER' ` rc �� \/ =FLORIDA- , ZONES FLORID EI ST CLERK OF THE CIRCUIT COURT y f R� LINEAR�UNI�S = US�SURVE,Y FEET S.T LUCIE COUNTY, FLORIDA ,,�`�\ COORDINATE SYSTEM = 1983 STATE PLANE TRAVERSE MERCATOR PROJECTION ALL DISTANCES/ = GRID DISTANCES (UNLESS OTHERWISE NOTED) ,PROJECT/SCA LE FACTOR /0.999971699 FACTOR - GROUND DISTANCES SCALE, GRID DISTANCES - E, CERTIFICATE OF APPROVAL OF THE COUNTY SURVEYOR o STATE OF FLORIDA COUNTY of ST. LUCIE LAND -SURVEYOR'S NOTES IT IS HEREBY CERTIFIED THAT THE UNDERSIGNED SURVEYOR AND MAPPER DULY LICENSED IN THE / ;11 z STATE OF FLORIDA HAS REVIEWED THIS PLAT FOR CONFORMITY WITH THE REGULATIONS OF BEARING ARE BASED IN/THE STATE PLANE GRID BEARING /--AUM,, THE EAST LINE OF SECTION 36, CHAPTER 177, FLORIDA STATUTES TOWNSHIP 36 SOUTH, /RANGE 38 EAST, BEARS NORTH 0008'55,' WEST AND ALL BEARINGS ARE RELATIVE THERETO�(BEARING BASIS) yn ALL NOT TANGENT CURVES WILL BE LABEL WITH CHORD BEARING AND CHORD DISTANCE. BY: -------- --- l AT 12/0O25 ALEXEY GILEV, LD E _ -t- _--- ------ ALL POINTS OF CURVATURE TANGENCY REVERSE C U RVA RE COMPOUND CURVES AND PROFESSIONAL SURVEYOR & MAPPER NON -TANGENT CURVES ALONG I THE BOUNDARY OF THE LANDS ARE BEING PLATTED. ST. LUCIE COUNTY, FLORIDA I V NO BUILDINGS, CONSTRUCTIONS, 1TREES OR SHRUBS SHALL BE PLACED ON ANY EASEMENT WITHOUT THE WRITTEN CONSENT OF ALL EASEMENTS BENEFICIARIES AND ALL APPLICABLE COUNTY APPROVALS OR PERMITS AS REQUIRED FOR SUCH ENCROACHMENTS. THERE SHALL BE NO ABOVE -GROUND ENCROACHMENTS WHERE UTILITY AND LAKE MAINTENANCE EASEMENTS COINCIDE. IN THOSE CASES WHERE EASEMENTS OF DIFFERENT TYPES CROSS OR OTHERWISE COINCIDE DRAINAGE EASEMENTS SHALL HAVE PRIORITY UTILITY EASEMENTS -SHALL -NAVE SECOND PRIORITY, ACCESS EASEMENTS SHALL HAVE THIRD PRIORITY, ALL OTHER EASEMENTS SHALL SUBORDINATE TO THESE WITH THEIR PRIOIRITIES I BEING DETERMINED BY USE RIGHT GRANTED. CERTIFICATE OF THE LAND SURVEYOR STATE OF FLORIDA COUNTY OF ST. LUCIE I HEREBY CERTIFY- THAT THE PLAT SHOWN HEREON IS AN ACCURATE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE DIRECTION AND SUPERVISION; THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF; THAT (P.R.M.'S) PERMANENT REFERENCE MONUMENTS HAVE BEEN PLACED AS REQUIRED BY LAW AND THAT \ (P.C.P.'S) PERMANENT CONTROL POINTS WILL BE SET UNDER THE GUARANTEES POSTED WITH THE DEPUTY COUNTY ADMINISTRATOR FOR THE REQUIRED IMPROVEMENTS; AND, FURTHER, THAT THIS PLAT COMPLIES WITH ALL THE REQUIREMENTS OF FLORIDA STATUTE CHAPTER 177. THIS INSTRUMENT WAS PREPARED BY DATED THIS _VP--_ DAY of RVVWf A4. 2015. 4 jr 1'( ,ir,i F.R.S. & ASSQGIATES,•.IN`'! (LB-4241) GA LIAMS PROFE NAL iSURVEYOR & MAPPER FLOR A CERTIFICATE NO, 4817 PLAT BOOK 1 3'1 PAGE Z PUD TABLE SHEET # PARCEL ID ACRES 4 POD 1 309.810 5 POD 2 199.989 6 POD 3 732.091 5 POD 4A 276.011 5 CONSERVATION TRACT 4 (INCLUDED ON POD 4A) 3.023 TOTAL AREA POD 4A 279.033 7 POD 413 158.068 8 POD 5 292.219 9 POD 6 INCLUDED PORTION OF CONS.TRACT 1 326.163 0.125 TOTAL POD 6 WITHOUT PORTION 326.048 7 POD 7 125.344 10 POD 8 20.594 10 POD 9, _10 AND 11 100-268 14 POD 12 20.542 11 CONSERVATION TRACT BUFFER 1 0.102 11 CONSERVATION TRACT BUFFER 2 0.021 11 CONSERVATION TRACT BUFFER 3 0.291 11 CONSERVATION TRACT BUFFER 4 0.212 11 CONSERVATION TRACT BUFFER 5 2.941 11 CONSERVATION TRACT BUFFER 6 0.531 11 CONSERVATION TRACT BUFFER 7 0.451 13 CONSERVATION TRACT BUFFER 8 0.064 13 CONSERVATION TRACT BUFFER 9 0.038 13 CONSERVATION TRACT BUFFER 10 1,181 13 CONSERVATION TRACT BUFFER 11 0.385 12 CONSERVATION TRACT 1 310.131 14 CONSERVATION TRACT 2 38.539 14 CONSERVATION TRACT 3 136.427 14 CONSERVATION EASEMENT # 20 1.996 5 RESERVED FOR FUTURE USE#1 2.419 9 RESERVED FOR FUTURE USE#2 36.365 13 RESERVED FOR FUTURE USE#3 25.377 8 RESERVED FOR FUTURE USE#4 8.004 14 RESERVED FOR FUTURE USE#5 6.375 13 RESERVED FOR FUTURE USE#6 20.177 13 RESERVED FOR FUTURE USE#7 1.012 13 RESERVED FOR FUTURE USE#8 0.129 15 TO 20 ISOLI BOULEVARD RIGHT OF WAY 72. 792 ' E cp STORMWATER TRACTS ARE INCORPORATED INTO THE LAYOUT OF PODS I THROUGH 7 SHEET # ACRES 15 STORMWATER TRACT 1 (POD 6) 11.778 15,16 &20 STORMWATER TRACT 2 (POD 7) 19,389 16 STORMWATER TRACT 3 (POD 7) 3.909 16-17 STORMWATER TRACT 4 (POD 7) 4.469 17 STORMWATER TRACT 5 (POD 4A) 3.273 18 STORMWATER TRACT 6 (POD 5) 2.598 18 STORMWATER TRACT 7 (POD 3) 4.732 19 STORMWATER TRACT 8 (POD 2) 3.598 19 STORMWATER TRACT 9 (POD 1-2) 12.916 19 STORMWATER TRACT 10 (POD 5) 4.894 19 STORMWATER TRACT 11 (POD 1) 2.366 20 STORMWATER TRACT 12 (POD 5) 4.893 LEGEND ABBREVIATIONS / RC = ROINT\OF REVERSE CURVATURE P.B. = PLAT BOOK UE = UTILITY EASEMENT O.R.B. = OFFICIAL RECORD BOOK DE = DRAINAGE EASEMENT PG = PAGE PUE PUBLIC UTILITY EASEMENT L.B. = LICENSED BUSINESS LIME = LAKE MAINTENANCE EASEMENT PSM = PROFESSIONAL SURVEYOR AND MAPPER CA = COMMON AREA CCR = CERTIFIED CORNER RECORD AC = ACRES SEC. = SECTION C.E =/CONSERVATION EASEMENT RGE. = RANGE TWN. = TOWNSHIP SWT = STORMWATER TRACT / CR = COUNTY ROAD -CTB = CONSERVATION TRACT BUFFER CONC/CONCRETE/ SR = STATE ROAD P.O.C. = POINT OF COMMENCEMENT -MON. = MONUMENT P.O.B. = POINT OF BEGINNING FND = FOUND/ PC = POINT OF CURVATURE = FOUND IRON ROD AND CAP PT = POINT OF TANGENCY 0 = FOUND IRON (PIPE AND CAP NTPC = NON TANGENT POINT OF CURVATURE QQ = PERMANENT CONTROL POINT PINT = POINT OF NON -TANGENCY SET NA)L`AND,,DISC "PCP LB 4241 L LENGTH OF ARC = FOUND4"X4" CONCRETE MONUMENT R = RADIUS NOT/IDENTIFICATION-� / A = CENTRAL ANGLE ® = FOUND 3"X3"`C0_NCRETE MONUMENT CB = CHORD BEARING NOT IDENTIFICATION-,---' CD = CHORD DISTANCE SET 5/8" IRON ROD WITH CAP PC U POINT F THE CUSP STAMPED "FRS LB 4241" PCC POINT OF COMPOUND CURVATURE = PERMANENT REFERENCE MONUMENT z / 5/8" IRON ROD WITH 2" ALUMINUM = SECTIO j ORNER DISK STAMPED"FRS LB 4241 PRM" rya =I/QU/TER SECTION CORNER = SET MAC; NAIL AND DISK STAMPED CENTER LINE "FRS LB 4241" N a N a SHEET 2 OF 20 LEGEND ABBREVIATIONS / RC = ROINT\OF REVERSE CURVATURE P.B. = PLAT BOOK UE = UTILITY EASEMENT O.R.B. = OFFICIAL RECORD BOOK DE = DRAINAGE EASEMENT PG = PAGE PUE PUBLIC UTILITY EASEMENT L.B. = LICENSED BUSINESS LIME = LAKE MAINTENANCE EASEMENT PSM = PROFESSIONAL SURVEYOR AND MAPPER CA = COMMON AREA CCR = CERTIFIED CORNER RECORD AC = ACRES SEC. = SECTION C.E =/CONSERVATION EASEMENT RGE. = RANGE TWN. = TOWNSHIP SWT = STORMWATER TRACT / CR = COUNTY ROAD -CTB = CONSERVATION TRACT BUFFER CONC/CONCRETE/ SR = STATE ROAD P.O.C. = POINT OF COMMENCEMENT -MON. = MONUMENT P.O.B. = POINT OF BEGINNING FND = FOUND/ PC = POINT OF CURVATURE = FOUND IRON ROD AND CAP PT = POINT OF TANGENCY 0 = FOUND IRON (PIPE AND CAP NTPC = NON TANGENT POINT OF CURVATURE QQ = PERMANENT CONTROL POINT PINT = POINT OF NON -TANGENCY SET NA)L`AND,,DISC "PCP LB 4241 L LENGTH OF ARC = FOUND4"X4" CONCRETE MONUMENT R = RADIUS NOT/IDENTIFICATION-� / A = CENTRAL ANGLE ® = FOUND 3"X3"`C0_NCRETE MONUMENT CB = CHORD BEARING NOT IDENTIFICATION-,---' CD = CHORD DISTANCE SET 5/8" IRON ROD WITH CAP PC U POINT F THE CUSP STAMPED "FRS LB 4241" PCC POINT OF COMPOUND CURVATURE = PERMANENT REFERENCE MONUMENT z / 5/8" IRON ROD WITH 2" ALUMINUM = SECTIO j ORNER DISK STAMPED"FRS LB 4241 PRM" rya =I/QU/TER SECTION CORNER = SET MAC; NAIL AND DISK STAMPED CENTER LINE "FRS LB 4241" N a N a SHEET 2 OF 20 PLAT BK 137 PG 3 OAKRID/GE RANCHES-\ -7 __L1 -- RANGE LINE RDA -- L t; LOC/ATI,0 MAP NOT TO SCALE OAS MIDGE�RANo%Hm&moft PUD A SUBDIVISION OF PORTIONS OF SECTIONS 237 25, 26, 35 AND 36 TOWNSHIP 36 SOUTH, RANGE 38 EAST AND PORTIONS OF SECTIONS 1, 21 AND 3 TOWNSHIP 37 SOUTH, RANGE 38 EAST ST. LUCIE COUNTY, FLORIDA GRAPHIC SCALE %38E 0 375�750 1500 N00010'43;E / m 664.75' WEST LINE O(SCALE IN FEET) ZO` SE 1M E 1 /4,1 750p � - SECTION 3z cn = TWN.37S, RG wmr z ` UNPLATTED LANDS -i � m �, � SW CORNER OF � 0 w o °' ORTH LINE OF THE N 1/2 SECTION 35, TOWNSHIP.36S, m m � cNa o w SE 1/4, SE 114 SECTION 3, RANGE.38E w � -► _► -• n ^' o TWN.37S, RGE.38E N=1076495.20 m cn A m °'- 01 W m , SOUTH LINE OF THAT E= 814114.08 LESSED-OUT PARCEL IN SOUTHWEST N00°04'28"W PLAT LIMITS CCR! FILED PARCEL 4 tv CORNER OF 1319.82' N00 08 05'W 2773.08 W N00 33 41,'W 1IN _886. 9' Q V N00°00'44'E 5522.46' SECTION 2, ° i ° �� -N N00°33'41'W 5132.49' TWN.37S w 1316.04' WEST LINE 1457.04' N, G, 943.20' ` 943.20' S51 °25'39'_'E LESSED-OUT PARCEL o� NW CORNER OF SECTION 35 i RGE. 38E N o i WEST 1/4 SECTION 2 WEST LINE 284.84' IN PARCEL 4 TOWNSHIP.36S, RANGE.38E i N=1071082.60 0 1 CORNER SECTION 35N73°20'S4"E N00°48'401'E ORB 4642, PG 1399 (n N=1081627.44 E= 814124.03 W 1M'EST LINE SECTION 2 / 1 � I I ca E- 814063 78 THIS INSTRUMENT WAS PREPARED BY NW CORNER OF SECTION 26 TOWNSHIP.36S, RANGE.38E N=1087149.90 E= 814064.96 CCR FILED V � W SECTION 2 I TWN.37S, / 344.58'� / / 718. � I z - U RGE.38E NO2`2'07'1N �m� CCR FILED NCO15.0' CCR FILED 75,'0•� �� ° i �601.78' cmwn� cn rn cn w m m N30 17 48 E w a, w cn ;] •.-I cn Xcnzcn � �C '� TB#3 I C.E-SW CTQ# cmwn 240.01' ^/2q° mco mZ �-Imcn I� co (o G)�n� I � mz N co- -I Goa) a) w ° 0 O c� m o -I s G) C� ,OT,nN� zcn2 O.R.B. 5395, PG 1849 m�cn N80 0608E > 6 " m��� co co co i �'� O 3 ?q N67 3529E m ��n� _ m��� m -� n co iaS�m 15.0' N 520.93f 3s)� F 338.81' av'o G)�-i� icn ww0� oornZ w cn0 cn y� w CTB#4 i mz0= wwOA m wrnz O m awornOZA N cpo c,, z CONSERVATION TRACT 1 co wrnz p mcnN-,, c� p IT m C.E C.E-SW ° N53°23'19"E o caiazr O 0 mcnN„ w I mcnw-n cLo ,� N56 1229E aw0)wZ rn r rn � ° !�N m cn O O.R.B. 5356 ;� m cn Iv 0 G) m m N p O.R.B. 5395, PG 1849 99.95 / 76.67 m U' m c� m co , z � cn -I cn ,� F, n z w PG 2616 -N G) / NOd°45'S7"W � m � � � 0 a, m �-n w w-" ao ., i� m��� 0 CONSERVATION TRACT 1 ,ZL N01°57'24"E 897.42" m 0� n�-+n0 °'O i ^� O 'm m�n� o°a cn z2 �� w mz- �rn i �/ ` n / 176.10 i I m��W c� nmz0-a �` 00 C.E 1ra'♦ f� Iz ,r N33 3819E o m000)W; r - NO.R.B. 535t-, �m SOUTH 1/4 WILD LIFE CORRIDOR Z 107.30 n� o N I gym- - .A G 261,6 / G >S J m , vn� o c° CORNER >. O.R.B. 5395, PG)849 / �� c 100.0' � .h OF SECTION 35, 'O. \ , / C.E 20 o DE - ° TWN.36S RGE.38E CONSERVATION TRACT 4 O.R.B. 5356 cn \ m 1/4 SEC. LINE N00 0926'W 5499.99 PLAT LIMITS 1277.09 1/4 SEC. LINE N00°08'13'1N 5121.28' 23 (/� POD 6 CCR FILED /- .I Y , _ / PG 2616 _ _ _ _ __ 1244.06'._______ ------ 1244.04'.-_--_ - - - - - - - - - - - - - - - / �- - - i N-1374.58'. 1374.67'.-1375-32'. 1375.42'- - _- L____________ _ __..1356.09------------------- 11 1/4 SEC. LINE - 1 /4 SEC. LINE 3 -` - - ` - 1/4 SEC. LINE WEST LINE OF THE E 1/2 OF i i N89°57'08"E , , WEST LINE OF THE E 1/2 OF p S00008'03"E EAST LINE OF 7.C.E 12 ry 'No-jcn o SECTION 26, TWN.36S, �' SECTION 23 TWN.36S, 0 369.00' n 659.91' N 1/2 OF S 1/2 / O:R.B. 5356! c o RGE.38E rp F SW 1/4 SECTIO 2 C.E 13 /' PG 2616 I nzo RGE.38E ' i N . a nG)m0 N TWN. 37S ♦ O.R.B.5356 / �w= N o=p C7 �m nc Two,-1= cJn RGE. 38E j �� PG 2616 `��`_�-�' 'rrhSnnA m I ; ; cn m _,�C C MMcnZZ� (A j I co 1 i 60.0' DE �tw= D m2N>OZ o N� co Z w S (n i G) cn (n i r N n -I n� Cn � C �� co �� C.E18 n I o mm m ^z w mn � cm�m = � --� �►--O.R.B.5248, ��m cn �c0 � �n i co z mm�zc cD NO cn O.R.B. 5356 mm mm w mz cn A z in o �_�_ C.E 15 n n �� m �� w w _-I m � -� � M c-i m cn i i PG 2458 G) � c) cn I�, yam o0 CCpp G) m m m � w ,O= UCO-, PG 2616 r O.R.B. 5356 POD 4B owo�w� r- POD 4A w� m�-1� m -+m m G) 0z z0 U=z w n C� p ww m0 ww6_ z- -< o Krz- co m i PG 2616 m om c) 0 mcn 6 1 Z �'� N mcn►.>� 1 wrnz _ wwz� , r- p r r -nr w Z cn 00� z o�rnZ m wwOA s 10 m --{m D� 0 -{� _ �m,r, m� C ..� m mcn n 0 " z� m-z N ' m a, rn mcn►.�- s co Z ww m -0 r,,0>Z�� --I `0 I ww G'� N ` \ r rn s s mcnry z OD 0) r n a, G)n N I - OD-4 , 5p C.E 10 I POD 3 N s s w r,, mcn" N E NE CORNER OF SECTION 35 m rn s s N -.I mDO55 O� C N � Z si N a-��C�ODmO� m ;= O.R.B. 5356 w0O � rn WEST LINE OF m �� C.E 11 PG 2616 TOWNSHIP. 36S s s i rs m = o N EAST 100.00' `. 20.0' ! ` ti rn / o j �-I D ao ouZ v C.E- O.R.B. 5356 �r w , r D m r - CO ` DE O.R.B. 5395 PG 1849 PG 2616 �. _1 co RANGE. 38E , oo ' � rn O N cn m D Z n m m r Sri rn F SECTION 2 i ♦ L. C.E 14 1 0 s N= 1081670.99 EAST 1/4 CORNER EAST 1/4 CORNER G� Q $ 70 0 0)-0 ;am c TWN.37S i I � rp p ♦ -\ 4S.R.6.5356, co CONSERVATION 5� , E= 819300.38 •OF SECTION 26 " OF SECTION 23, I N o -o -1 N ♦ -4 RGE. 38E i� / PG 2616 / (�5�1CC I CA'7 I TWN.36S RGE.38E v o i i TWN.36S RGE.38E cm `" c cn G V� °� 0 SE CORNER OF ♦ - in 1 / / TRACT 2 l.. -- / r.' m o 0 z CCR FILED m p ► °D co m ~' �' SECTION 2 / 1/ CCR FILED o s s CCR FILED >v TOWNSHIP. 37S, ' Noo°1o'14"W I / CA-5 OLI BOULEVARD R- ti N3 w _ .A tv/1 a RANGE. 38E �� 803.91' �ti �/ \ / - - _ - - -e) 1321.22'.-_ _._-.,...1321.18':_- -- ,.- i 1323.06 � � � o� ,�'"`- - -- --S00°17'12"E 2740.11'_ -` s � '�' --1154.34 --____ __�,. N ♦ `�♦ ♦ W N00°17i12"W 2740.11' N=1071082.68 v `f�j ♦ ♦ °' � 1 � 1V ,,;.: S00°5T25"E 2578.12 � � / ♦ 94+32.26 ( t I I % - * ,� c,.�` tv �� � / f N Iv S00°14'49"E 5119.73' E= 819401.73 .,. STA. 3 CCR FILED ♦ S00°10'14"E 2639.61' f'' so S00°09'05"E 2193.20' Gp3 S00°5T25"E 2578.12' % WEST 114 CORNER CA-6 �?, ` ��� � � �� Y) PLAT LIMITS SEAST LINE ECT ON 23 >� N) ♦ C.E 19 7 0 .o - M " N t , OF SECTION 36 ` y `y 0o Q TWN.36S C) m z ° • ` ♦ ♦ O.R.B. 5356 �, N FUTURE TWN.36S RGE.38E NW CORNER OF SECTION 25 0 c II a Om S44 4611 1N 21 .02 ♦ I -o y ^ "' ,, f , / w n ° �� �` PG 2616 WEST 1/4� G N CCR FILED _ / /Op I TOWNSHIP.36S, RANGE.38E I N m RGE.38En Soo 1014E 663.28 i C :�=� USE #1 ♦ .w �.� m o N=1087151.14 m O a i ♦ G F r vo 1 � � CORNER `� '9. '- _ _ � a � � ,.. ` \ ` Q / O ' NORTH LINE � � G c �' .O m 6. S89°49'46"1fV 365.23' � SECTION 1, '♦ ? �.r �` �o_ w °°�' - E= 819272.95 � �� ♦ TWN.37S, I 1 POD 2 SECTION 25 CCR FILED . N45°13'49"W 210.00' �♦ ♦ 8� RGE.38E ' CA- 4 0 °c NE CORNER C.E - CE m m I TWN.36S (o w N ♦ 6'� CCR FILED x \ ��p O OF SECTION 2 O.R.B. 5395, PG 1849 ��` / cn RGE. 38E o I z �� N=1072266.28 \ �- ` G)�mz TOWNSHIP.37S, _f�� --�. .cn� i / _ �-I W cn � E= 819962.55 \ `� mmin* RANGE. 38E CONSERVATION TRACT 3 �__ CA-10 m-u , ' Aj z m O M ' M G) m� D ` CA-1 `*. \ wwm� I� wwn i G) m� N m n� ' n coW zn I ♦ ti' w i n = N=1076515.47 -- m z FUTURE •♦��♦ 8� i �' ♦♦ ® mcn� _u 1 uo ww' o,�N r wrnN Z♦♦ d' �, r E= 819386.50 IM C.E 7 4 m to ,, cn w a> ►.� a) A O I- A p m O USE # 7 ♦ POD 7 7 m C.E O.R.B. 5356 4 ISWT-8 i cnp mcn z � > Q ,� z C s` CCR FILED , ,,} m m cnLd S, m )► 0• vi O.R.B. 5356 PG 2616 ,,, i 0 m �, i m m w r FUTURE ♦ FUTURE z e' ro PG 2616 POD 3 po I 10 �p o ♦♦ ♦?♦ �,ao -I imz z SOUTHI/� -10 I z 20.0'UEUSE # 8 G) m� 'lh' 6 ` USE # 2 ♦ �` cn `° �• G)gm� � cng CORNER 1 I CA-11 im •� -I mmcn� 1h� rn o *' mmO� m�m� OF SECTION 25 1 --, - O.R.B.5178 a owoWn� o ` r7 t, ! ca r.S �• ww t' i M_u TWN.36S RGE.38� 50.0'CA ( ' PG1112 �� ooN mou' wco -~ GtCRFILED UNPLATTED LANDS m m cn L �h ♦ - SOUTH 114 � 0 ` POD 8 � � � CORNER V m I mcn ,-, � � *,�'%��� 10.0' PUE � 25 24 cfl a 11 r♦\ F SECTION 36, C.E 8 -000 , 114 SEC. LINES _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �♦ \ 1 114 SEC. LINE O.R.B. 5356 - - - - - - - - - - - - - - - 4 SEC. LINE (1 t 1 �� _ _ _ _ _ _TWN.36S, RGE.38R_ _ _ _ _ _ _ - /- - - - - - s will ♦ w / 1/4 SEC. LINE ►- i- r � �Q° 1l4 SEC. LINE \ ♦ CCR FILED PG 2616/ C.E 6 i ^ ' � w w I o� NORTH 1/4 CORNER on j, SECTION 25 TWN.36Sco �O ` _ I cn ` _/ • LPG 2 16 6 /f CA-6 �N c I cn G7 cn,zT, A RGE.38E z p Z ���� T \�`♦��� '�O, ti O ^--- m m� i m n� i // �� �`� I G�7 � m i m m n A CCR FILED ' /n v o0/4 iop S � o�,T -+ �,, . - 4 POD 5 , ;� I m 0= ��N I „Z ��. ww A i ww. A ` / Q`,. Vi a, 'pj / p ?� �?69 y m u)m `.\ oorn00 � OD 0) --� / �;> i �� ��N� mco 0 _�, 3 a0 �-IO C Q 9� F� `�� 0,��41 wwm� w w mcn m m cn m �1 : / cnO IA -��� \ co°Di G) - ] cn .9 , p �1- �� ♦ ♦ �s' ♦ 7� �j_ oo C� p rn I c� O / C.E 4 m _n co co i m ocnm O,� �- ♦`♦ �� G'� �i mcn� cn cn , / O.R.B. 5356`� z o m�(>> S , �`` ♦``�� O�C,''ST i mM. yO� ��' ` '� 1 �`� cn ��m - PG 26 6 . , coCn m ;o o M cn, i• �.,� \-.�7 I i i \♦ Z I ' f11 r cmwn.4 i�(n ww' � ♦ O rn ♦a. CA 12 / + 1 m I 1 OD 0) M�O wrn�0 i > S S'), �% v C.E 2 i C.E 1 N n O Q o;p -q�, 0 ♦` `� ��9� POD 9, i FUTURE , ._` CA-1 O.R.B. 5356 I` r i O.R.B. 5356 PG 2616 I =1 min m n mcn ,� /ip-9 iC F.Q'�% ♦` ♦�` �,pp��ti�� N POD 12 7 PG 2616 , 1 y o4 10AND11 �� USE#5 ,- SE CORNER OF SECTION 1 1 " �' %` '9 \` �'� q0 _ ` CA-14 NORTH LINE 1 , /�-� �` m 'L O,� Q �� ♦ ?9 I SECTION 36 TOWNSHIP. 37S G� �� �i �♦ swT-12 RANGE. 38E cn ♦`� J� oh• I - �� TWN.36S `. �/ N=1071077.47 'P 9J ♦ o `� o ( 1 I� RGE. 38E - POD 1 --___--__- 1 �n I m �` '�j/ �♦ o i - - I `� � I rn EAST 114 CORNER ^, I OF SECTION 24,/ E= 824517.76 i ��6�6,� O `� �� p QG FUTURE USE #3 - - o /�� WEST LINE OF - TWN.36S RGE.38E i CCR FILED i Z ♦ FUTURE CA-15 / I / �� RANGE LINE ROAD i CCR FILED i _ m J FUTURE USE #4 � USE # 6 I �`------+e--'' C.E 5 - o.R.t#: b35S PG 2616 +-_-- �'-------------------- --} N, i w 1327. 82' PLAT 1 M I TS 1309.69' N GE LINE RGE 38 E STA. 466+98.18 (*} ��o r� 1333.38' 1313.85' A _ RAN _ -- -- c, 594.33' 843.23' ° ' N00°00'44"E 2641.04' �- W N01 °0T06"E 2625:83' o RGE 39 E N00°01'15"E 5350.46' 467+00.38 (CALCULATED) 961.49' 961.49' 334.83' 125 .26.2688 96 c o ° N00 d0 44' E 2641.04 ° 0 m \� N01 °0T06"E 2625.83' v ` ` S00°08'S5"W 2688.96" S00°08'S5"W " �' \ / ` S00°08'55"E 4946.78' m o S00 08 55 E S00 00 44'W 5283.0 z Oo ` 1.73' EAST 114 CORNER m O .� D EAST -LINE NE CORNER OF SECTION 24 P.O.C.♦AST 1/4 CORNER EAST LINE 88 3058'E 70.02 m w E CORNER OF SECTION 25 SECTION.24 ♦ P.O.B.POF SECTION 25, r co � -i TOWNSHIP.36S, RANGE.38E SE CORNER OF �). ♦ ♦ OF SECTION 36 SECTION 36 TWN.36S RGE.38E z w . �+ TOWNSHIP.36S RANGE.38E SECTION 36, TOWNSHIP 36 �QiO ��♦` NORTHWESTERLY TWN.36S, RGE.38E RANGE LINE ROAD m �, �, o N=1092338.56 j C�� ♦ CCR FILED m a, c, N= 824 06.87 E=/824609.38 87.91 SOUTH RANGE 38 EAST rj, .�,9 RIGHT OF WAY LINE OF CCR FILED cn o N= 1076427.92 �Q 9 F �♦♦ ` GLADES CUT-OFF ROA O �- O E= 824506.87 CCR FILED NOTE: E= 824519.71 9�� TOO'��'�;���♦ (SR 709)j NE CORNER OF SECTION 36 UNPLATTED LANDS o m m � CCR FILED CCR FILED �q�qs p�q� ` 0.R.B 587, PAGE 1117 TOWNSHIP. 36S, m m m / (*) STATIONING PER ROAD P.B. 21, PG3 RANGE. 38E im rn c n RIGHT STATIONING WAY MAP SECTION 94636-2602 BEARING BASIS T �q N_ 1076859.07 N= 1081805.83 0 m iv N00°08'S5"W E- 824518.59 E= 824505.75 cn o ROAD PLAT BOOK 21, PAGE 3, 3A THROUGH 3H N ♦ CCR FILED �z L 431 14' ^ OVERALL BOUNDARY SHEET 3 OF 20 C) / NPLATTED LANDS N00001'44"W 5248.30' PLAT BOOK J �1 PAGE ✓2 LEGEND = FOUND IRON ROD AND CAP DO = FOUND IRON PIPE AND CAP = PERMANENT CONTROL POINT SET NAIL AND DISK "FRS LB 4241 PCP" = FOUND 4"X4" CONCRETE MONUMENT NOT IDENTIFICATION ® = FOUND 3"X3" CONCRETE MONUMENT NOT IDENTIFICATION = SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED "FRS LB 4241" = PERMANENT REFERENCE MONUMENT 5/8" IRON ROD WITH 2" ALUMINUM DISK STAMPED"FRS LB 4241 PRM" SET MAG NAIL AND DISK STAMPED "FRS LB 4241 PRM " NW CORNER OF SECTION 23 TOWNSHIP.36S, RANGE.38E N=1092398.20 E= 814062.30 CCR FILED � PLAT BK 137 PG 4 CT1 s® FU3-6 L RB / NOT TO SCALE CT6 1 TO 6 AND QR1 TB 7,10 AND 11® 4A©� -FU1 S5 3® r� G 6® 2S5 ITI7`r"I ®= SHEET NUMBER / FU = FUTURE USE CT = CONSERVATION TRA T CTB = CONSERVATION TRACT THIS STF r- rA RAN m E O'K K Rlrw*4u4 PUD A SUBDIVISION OF PORTIONS OF SECTIONS 23,25, 26,35 AND 36 TOWNSHIP 36 SOUTH, RANGE 38 EAST AND PORTIONS OF SECTIONS 1, 22 AND 3 TOWNSHIP 37 SOUTH, RANGE 38, EAST ST. LUCIE COUNTY, FLORIDA KEY MAP (POD AND /BHEET NUMBERS) 7FER UMENT WAS.PREPARED BY GARY/P. WILLIAMS, PS�PRESID NT / IN THE OFFICE OF` F.R.S. & ASSOCIATES, INC. LAND SURVEYORS AND MAPPERS CERTIFICATE OF AUTHORIZATION NO. LB 4241 2257 VISTA PARKWAY, SUITE 4 WEST PALM BEACH, FLORIDA 33411 PHONE (561) 478-7178 Web Site: www.frssurvey.com GRAPHIC SCALE 300 0 150 300 600 (SCALE IN FEET) L 31.05 L=125.37� R-71.34' R=84.42' L=265.56' A=24°56'33" f. A=85°05'27" R=2180.31' IL w 00 CB=N41 °21'48"W t CB=N51 °28'36"W A=6058'43" 0 co CD=114.17' CB=SOO°04'16' W CD=30.81 LLl { _ O N07° 03 02'W CD=265.40' i N53°50'd5'V111 ' 149.95' N05°05'45'W z rn L=165.91' 89.96'I t t - - 107.72' 0 M - \` L-47.85' P S88°25'27"E ( OW d L=113.16' A-139°48'50" �1 1�` *+ <. R=99.34' r 1 }' ____ ' z R=1355.72' o Z --.,, PNT 106.74 POD 2 i - CB=N20 42 00 E N38028'04'W 52.32' 4�`s♦�S A=27°36'08' + PC = N A'4,?'24' " CD=127.72' O •O I.: al C U CB=N62°42'24'W 300 :x t � �'° O s, N81 °26'13"W S 00 / 1 r� I 0 w CD=113.13' r7, ♦ t, i ` `5�,, ::xi 40'P I 1 v� �� s0 i tilp 2 s yL L=81.83' ♦ ♦ ° i 1 emu' s ° C 2 , 2 N22 20 47 E t to PC cu S 8), N 16 34 38 E R=70.00 X / ♦ F ~ 0 158.96 EAST LINE OF NW 1/4 OF PCC A=66 58 50 A? 1.06.08'Q Qa� o / O� O ° ,� ? 1 0 PLAT PLAT BOOK PAGE � F F F F I mcf) m Z i C) r C) r N Z Z �m cn trim l .--1 0 m _ �mI cn(1) u) z F G m� m-th.I w0; wO mm m F F F AO h h0 ♦ O ? , N 1- o' 2„ N16 49 00 E 262.17 SEC. 25, TWP 36S_RGE 38E CB=N54°11'25"E _ O/ / Z, L=171.74' WEST LINE OF SE 1/4 OF '�- T WEST LINE OF NE 1/4 OF CD=77.25 L=147.20' I NORTH QUARTER 'moo '' `� NQ r ^ PT S01 °03'29"E 643.39' z SEC. 25,TWP 36S, RGE 38E P E ' p �♦ S05°0T15'VV 150.43' w U R=117.38 SEC. 25, TWP 36S, RGE 38E / 7° l4; r to ° R=500.00' co � CORNER S13°24'06'W 37.13' �,�� 4�, Np °r� 1/ A=83 49 41 F ♦. , ° ,OQ p } I n ,� 3 A=16 5205' TPC w v 1 RGE 38 E A ° ° OF SEC. 25 TWP. 36 S. s0 S �� �w CB=N30 16'18'WI I i L=105.98 .I 6� � PCU o , 35 00 38'W 12.31 �. `� U L` ,� rn , CCR FILED , ♦ i F � v CD=156.83 ) R=350.00 q S Ag . p'1� N47 04 00 E PT -A cn , L=63.46' _ / S68°58'33'1N 1315' �♦ O 7� �� I A=17°20'59" Z R`?6°A3 .��`� 184.82' NTP m O 00� . ` K.�< t` _ R=78.00' -- -., ' 00. O..,1� �/ ` `�� SWT 9 I i CB=N08°08'31 "E S 2 ' ._ _ _ _ 2�` 10 . --.. C.E 3 C8= 6� A=46°36'57" `.� ♦ i, OJT I CD=105.58 CO� 6 N06041'04" N77054'49"W 21.62' Ca ♦ ii h� . O.R.B. 5356, PG 2616 (:110I 96.98' S t L=1056.82 0 ��� Q- I i 76 3$ 107035 00"E F I N444'21 "W 52.79' " �~-..� N30°16'26"E 57.28' t'S O' Q ♦ d R=1610.00' �` i I 4 _ ° 3 ' ° N78°0T10"W 43.32' 'Q ` ° 'S03°5g� t ;S� S87 08 23 E 51.43 . O / A=37 36 35 - 013_ 4$ F - ° ,---- L=136.46 CD=381. , ° 1N S83 5943 W 52.t}2-/� ♦ h �O t f ` CB=S59 2534E as f at N07 03'02' 86°41'58"E 91.03' ` BCD-1037.95 POD 1 ` ♦ , r Q 0 22 R=165.34 F 151 34 I ✓.. ?0 ° N82052'48"W 48.18' ` ! ' �� m a 3°26,20 �N I A=47 1715 N20°42'00"E 277.60' i t ° - / . o . ` 2 Naa 00 0o E 2 ° w E r 1: L S77 17 04 E 25.82 I e .. ♦ O p Ck 6 N59033'37"E I •'- �`.9 Z N80°53'23"W 102.60' ° ♦ °' 33.12 93 t N90 00 00 E 0.41 , +•� `�, h" ! I �' ° '2 . 35.43' S77°00'06"W 27.02' 8'F o' ?�. ma S63°00'56"E 33.10' S70°51'28"W 33.03' '' 0o°tip o� ,j �,,�� i %63°11�� Z' cn �`� S ti3 �� 1: 6' N63°27'04"E 31.55' �% ^ry� �� Y"__,. / `Y �O ♦ ��5� -- N32054'04"E 010 S80°26'36'W 65.36' `�, - r4� -� r o° 1 w ° S55°59 47 'W 15.11 •, +. ,� N G �• �o ♦ p' �� C-I 82 76,, , 1 = z, ? S68 45 47 E 71.48 f O S03°28'14"E 2.39' 1 L=35.40 p p0� h`' f ♦36.89c� i �'� ° �� 197.41 -I L-110.92' `. 2r F ' to o FS _ - p O ,� a O Q �N83 3229E 2 = ®_-® 20.0' UE o c°v' _ _ `gcJ' - - - - - S13°00'13"E 60.64' I R-50.00' ��5 `°°' ,� ` O i ,� ` r_ r=665.00' ` �,' ORB.5178, rc� , 41.11 : - PG 112 m ° \ /'i z z i A=9°33'24" L=108.66' ®w m i S08 32 38 E 66.98 I A=40°34'05" \ �' SWT 11 � � - 2 � m m I I m z , N39°48'45"E 46.26' 84°03'39"E 22.56' I :y" �� �S81 °36'16"W �O° 84°43'57"E 123.19' O O I R=107.24' I o0 i; n r i ; a, D. N54°26'42'W I �� `� `�, ♦62.72' �O s� ` ° m m cD ; N , j / 87 0506E 29.79 I z 1 A=58°03'10" I o o N z Q 33.56' ° 1 ri �-� I ,; +� I �G `'v, ° m i m o I 10 N cr m d U1 t S89 59 35 E 49.71 A -� , "�% ► oa 6 66 01 19 E 87.32lcn w N47°21'26"W t I Q cow �Vi � I I ° � o I C.E I `� E t� 121.04 ao I I / o cu S63°12'47"W O.R.B. 5356 PG 2616 ° o �N 1 o I 1 �-+ r 70 08 51 E 24.19 ` ,0 33 21 54 E 4d.82 A f. .. `--S48°2T4 "W 74.12' c" t ° I i L p" �` g 0p 18°16'41"E 25.41' O O I $ w = ' `� cPi Z L=360.89 rn m F m N I 34 05 45 E 15.66 I ,. F .�` 3Q78��C.E 2 m m z rn d1041�09"W 41.71' I 7 ��m N�� �\ O.R.B.5356;PG2616 m m I A 42490;55"00' �, L_54.2T � m ; 'Z r:... <:.. 37 57 38 E 56.19 I ° n n N I R-493.00 O 0 S38055'14'Wj �` 2 I i !: v ry o o ��I oD �`�� �� `` ° cNn cco Nn o L=635.53'� L=SAo, A-6°18'24" w 0 rn Vi 106 45' °' I o `�' z 62 19521N - I=178.80 R-50 0 o, m , sv C.E.3 �° I ,�.��, -� S I r--� ° ° , ° , ?° I o w w h I A=203 39 02 A=5 47 52 F c o �z-��107.76' �` S35 01 43 E 7.67 m c� O.R.B. 5356, PG 2616 gs` t I �. o °`� o I ° ,QD u? u? ( n CO rn 1n ^ \ S34°26'2T1N i w w I® <v � 514 1454E 69.88 � � � yy \ I , ,r `� co r, ��231.52' w I rn O . L=49.80 d a rr Q i �' cn ♦ cn cn °o O I R=39.0d - 6, co m � m U Z 0 S37°42'05'W 162. 0' �� ' � � I � t : U � n O n O �� � .�� 0^� 00 � � i � �� � � i A=73°09'S8" I L=6.2T N � n � I i( gg �1 �, .h• Rm Cn - 1=50.00' N z4°2T21 "E 72.89'=. rn = _ �' �' %� °h Z� S88°38'14"E 36.00' A=7°11'23" �' a' mo rn� - I ____7228'� S19°27'10"E 66.79' - 1 ��--� C I z ��,,�? ��� i 0 i 0---------- „-- ---,-----------------E 833.89' --- f OT, cv �7' z I ♦ - co S00 00 00 E 1057.13 N00°00'00" 10°37'37"E 64.06' 1 r t m m v m jz I ao i z ; w= r S06000'09"E 113.83' I ( t :: w cn ow, I Sri ♦`� I c`icf) ; °' m > I joe� �Z �� ♦' ���. I� ' 17m z iis r Ion :Om �� �♦ I ���� , ;�0� ,. N54°15'47"E I I 0 Co m A IOTI �' I ��` ' co co Im LO 92.2T I z CO 0 ww O � # C.E 5 _-----0).- -- ```-------------------- --------------------------------------------------- i m 3 N51 °0'26"E t t �� m -" m O.R.B. 5356, PG 2616 o 4.95 ! I t--------------------- ( " n 1 Of 1 I CA-15 c o I cn j i cv 21 °00'18"E 236.79' t ,, m - 169.02' I , / 1327 82' 1 I i t ° - - -, 564.9T 1333.38 1313.85' % 1309.69 - - - - - - - t w - 29 0018E 10.98 IV 705.79' A L-94.68' EAST LINE SEC. 36, TWP. 36 -RGE. 38 E- - - fi RGE. 38 E EAST LINE OF SE 114 OF SEC. 25, TWP. 36 S., RGE. 38 E / cn / EAST LINE OF NE 1/4 OF SEC. 25, TWP. 36 S., RGE. 38 E i R=60.00 WEST LINE SEC. 31, TWP. 36 S., RGE. 39 E c,, PLAT LIMITS RGE. 39 E �,, N00000'44"E 5282.07' EAST 70.0' OF SECTION 25, o 7 ♦ ' L=10.05' ` A-90°24'S7" o TOWNSHIP 36, RANGE 38 FND. 4"X4" w L=7.08' RANGE LINE ROAD EXTENSION C oo .. R=60.00' SE SECTION CORNER EAST QUARTER CORNER CONC. MON. NE SECTION CORNER =30.00 O.R.B. 3028, PG 2670 A=9°35'52" I ` ° OF SEC. 25 TWP. 36 S. OF SEC. 25 TWP. 36 S. NO IDENTIFICATION OF SEC. 25 TWP. 36 S. I 0 o A=13 30 46 n CO co N63045'56"E 65.88' L=6.66' RGE 38 E U N PLATTED LANDS RGE 38 E RGE 38 E ,� N90°00'00"E 50.60' =30.00 CCR FILED CCR FILED CCR FILED c1:. S67038'02"E 31.76' "FRS LB 4241 PRM S53038'06"E 49.65' 90000'00"E 21.82' a I 20034'09'W 44.37' fj l L=11.71' 1 S79052I'56"E 18.75'=30.00' r f S2�°28'11"E A=22°21'S8" o a 63.75' ` L=7.33' R=30.00' rn R=16v0.00-�/♦® A=13°59'56�� o - .: A=128°42'30" ►` L=38.85' 0 I 30.00' o j ♦'=50.00' �=74 1215 o R` 226 8 AD... ♦ A=100°2T06" p 4,7 6S ♦ 4 , LEGEND V I {o:. �' L_29.d1' L=86.65' ^00�0 ����°75,2� ' N2 ° i / r ao. 1 rn O� R 30.00' h ^O ♦ 0 �8, o� = FOUND IRON ROD AND CAP r IoQ: tr cv o A=55°24'45" R=465.00� 229 57�F 4\ o r A=10 4038 ♦ ��� 7S J0� 45> =FOUND IRON PIPE AND CAP o cQ 26 °49' 18"E 9. Q2' ® 9 . R1 9 c I ; j tx S51 °42'32'W 4.00' i L=841.8 ��. .�` d\'3 665 9 i iw`.. `p R=914.96 �\ g 2)00, 0 A SE.R NAIL AND DISK RFQRS LB 4241 PCP" o: , �- 4311 37 0 _ { - E MONUMENT - r w �` A=52° ` N00°00'50"E N00000'50"E ��� N00 0000E 2252.53 ----------------------------------------------- 4 X4 C ---------------�. �� FOUND CONCRETE 311.55' 265.23'`-----o------------r------------------------ a C.E.5 i----------- NOT/IDENTIFICATION - - 6' ° „ W ® = FOUND 3"X3" CONCRETE MONUMENT u r 1 _.�---------------------®- - `,333 00, O.R.B. 5356, PG 2616co I S00°00'00"E 73.68' .A69- �,I, N83 59 4 NOT IDENTIFICATION � R A 39.8� j - =SET 5/8" IRON ROD WITH PLASTIC CAP o- -N89°59'38'W 64.13' A ;, I p�a0° ' CO STAMPED FRS LB 4241 1333.38' 1313.85' i 1327.82 - � +� -'-"-`-"S00°d8'S7"E 489.57'-- S0a°00'44'W 4578.94' N FLAT LIMITS PERMANENT REFERENCE MONUMENT / 5/8 IRON ROD WITH 2 A CAEOL'UMINUM a) 33 52'1'37"E 0 JSDET MAG NAIL AND DISK STAMPED SE SECTION CORNER o TOWNSHIP 36, RANGE 38 t OF SEC. 25 TWP. 36 S. EAST QUARTER CORNER RANGE LINE ROAD EXTENSION "FRS LB 4241�PRM " 0 OF SEC. 25 TWP. 36 S. o RGE 38 E O.R.B. 3028, PG 2670 CCR FILED RGE 38 E "FRS LB 4241 PRM" U N PLATTE D LANDS CCR FILED SHEET 4 OF 20 PLAT BK 137 PG 5 OAK RODGE NC��� roftUD A SUBDIVISION OF PORTIONS OF SECTIONS 23,25,26,35 AND 36 TOWNSHIP 36 SOUTH, RANGE 38 EAST AND PORTIONS OF SECTIONS 1, 21 AND 3 TOWNSHIP 37 SOUTH, RANGE 38 EAST ST. LUCIE COUNTY, FLORIDA PHONE (561) 478-7178 Web Site: www.frssurvey.com R I L=105.91' R=258.00' I A=23°31'15" S89°19'00"E 123.05' L=270.74' CWo co R=258.00' co In A=60°07'34' PT O� ;p ui ui RC 0 o° u6 v6 POD 3 Pc L=86.92 I m � N30°33'26"E 514.98' R=70.00' �� - m CB=N78°37'57"V CD=81.44 PNT N N N47004'00 E N22 0614E 37.21 L=147.20' N89°42'48"E 144.00' PT 500.00' <�� 16'5 ' 5„ L=431.97pT 4 �9o?SOS. 0,�-14 PNT N30011'55"E 372.72' GRAPHIC SCALE 300 0 150 300 600 irm NMI W�-13 NI (SCALE IN FEET) 1" = 300 PLAT BOOK � 31 PAGE 7 LEGEND = FOUND IRON ROD AND CAP QO = FOUND IRON PIPE AND CAP 0 = PERMANENT CONTROL POINT SET NAIL AND DISK "FRS LB 4241 PCP" = FOUND 4"1 CONCRETE MONUMENT NOT IDENTIFICATION ® = FOUND 3"X3" CONCRETE MONUMENT NOT IDENTIFICATION = SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED "FRS LB 4241" = PERMANENT REFERENCE MONUMENT 5/8" IRON ROD WITH 2" ALUMINUM DISK STAMPED"FRS LB 4241 PRM" A = SET MAG NAIL AND DISK STAMPED "FRS LB 4241 PRM " I POD 3 SW SECTION CORNER FND 3"X3" t I OF SEC. 25 TWP. 36 S. CONC. MON PLAT LIMITS ry RGE 38 E NO IDENTIFI AT ON SOUTH LINE OF SW 1/4 OF C.C.R. FILED 25 i �:.. ' " ' ° ' "N893308E 846.32 ' °3308E 1770.17 SEC.26, TWP. 36 S. RGE 38 E N89°29'41"E 761.47' N89-.- �--- 3-4 885.00' NORTH LINE OF NW 114 OF 885.17 L_ 35 36 SEC.35, TWP. 36 S. RGE 38 E `- --- z R,y�63 SOUTH QUARTER �a I _ 729 1oo.a'DE 0 �43°01 S460 44 E o CORNER CB`S7 .68° yS,, 194.73 z OF m i RGE 38 .E 6 TWP. 36 S. CD��4S ,2 PT Aso i [ n i CCR FILED L=116.45' 4 R=2110.00' A=3°09'44" / I POD 5 "0 00 I CB=S26°25'02"W PT / 1 �-° i CD=116.44' r FND IRON ROD R-275.00' O° ?� +�'L 04 i _ i r (1.27' N, 2.77' E) i S24°50'10'W 341.18' // , > "� $ 6 L-113.16 / PC l ` A=90°00'00" PC oo,00 - �;' ,�o`'� 53' �6 R 1355.72' - S85°02'18"W I o p� L=5418' ""� 119.02' m R-1830.00' S88°18'13"E 55.12' i 1 -I �' o ° 11 i CB=S62°42'24"E ° i=1 °41'47" S00°0010OZIE 21.09' 5.0' CT #9 .-r r Y 1 / �� PC S00 1712E 66.50 PT CD=113.13' S83 48 03 E 48"13 r N90 00 00 'E 11.07 / ° L=122.16' S66°48'57"E 51.24' C.E 20 m m o r/` y I PC Z O N37°09'58"E 28.15' �_ _ N03006'04'W O R=358,00', O \\0 �`� N12°32'14'W 20.4T I ° „ 5356 325.88 O '' m A=19 33 06 PC O O N �`� �� w ; 1 / \� \ / N90 00 00 E 115.04 pG Z6 6 � -� o � r N07°13'08"E 174.84' m m �` `� N28°02'51"E 25.82' `r ®'---:> I PNT r� . c,� I tk m D �' w da I °„ <w 11 m f o I � cn �' r' r? L=165.82' N00 00 00 E o _ + �,. 00 z N n �' o 89.91' O �O PT , m oN r ° „ `�` w R=63.00' :o + g i i��0 O^ N86°39'13„E rr cfl _ rn S49 02 02 E 281.82 PT ►� - rn - ° „ o ^, ,, O Cn z A=15o 48 20 I I I 25.15' PC L-86.39' m Vi ii CE-10 / S10°18`4 "E� ii O O m m I=40.00' m i \o v �_ O.R.B.5356�PG2616 46:05' �� m 0 �r 1:1 CA (A w w I A=123°44'50" _ ° ai, �° 1: ° m m 10.0' PUE o' I S40 54 27 IV i m 0® 16 240�1N 23.5/4 12.59' W I w 6 r 50.0' CA I POD 4A .: I CD 09°49'34'1N 117.72' €' cn cn z z PNT N16°34'38„E w + I F- o '� m 158.96' L=40.27, t L=16r49 0 i� _ PT w w I CD' R=94.13' t R=50.00 i o c�i I PC m p �! j r I ,' C.E - CE m I A=24°30'40" t A=18� 4„ o I; G' ti TT COD O.R.B. 5395, PG 1849 i 16049'00"E 262.17' �, 23 99, N90°00'00'W 351.37' I �' I --- I m m CONSERVATION fi, m m j 8 r 03 ODTRACT 3 a I o w w t o I '+n . m cv c`"i, L=105.98' I SS'46„ _ . _ I w Co CD ill R=350.00' PC ♦ r f m m i i C.E 1 C A=17°20'59" i SOUTH LINE OF THE NE 1/4 I o I 0Cri 1 O.R.B. 5356 m I N I SOUTH LINE OF THE NW 1/4 OF SEC.25, TWP 36S, RGE 38 E PT OF SEC.25, TWP 36S, RGE 38 E iv �� PG 2616 'u�j OD > -- 5-- -- -- -- -- -- -- -- -- -- -- -- -- -- --- t 0 o NORTH LINE OF THE SW 1/4 OF SEC.25, TWP 36S, RGE 38 E I ' i N I N z I i € L �� I WEST QUARTER WEST QUARTER `--`-`--`-. 0 1 L-155.17 CORNER rn POD z o �! o I m ° - Iii.... m R=890.00 OF SEC. 36 TWP. 36 S. POD 3 I CORNER Cf)I w °3Q5$'� _ o� i - i I A=9°59'21" RGE 38 E OF SEC. 25 TWP. 36 S. n i Ili "E S74°5s N�1 A°�• o ' �`'� I CCR FILED c� 28.0' RGE 38 E r� r m 1°3Q5a 59 32=E 16 a� c`' P '� I D CCR FILED "' m N� 9�?0 8� CE-11 " " 'a SOUTH LINE OF THE NW 1/,4 LME i--- o L4 O ��, ���� , �k: - OF SEC.35, TWP 36S, RGE 38 E /i - - SOUTH LINE OF THE NE 114 OF SEC.35, TWP 36S, RGE 38 E- - - - SWT 5 w S85°18'53"W 314.90 _ v �" NORTH LINE OF THE SW/1/4 ' NORTH LINE OF THE SE 1/4 OF SEC.35, TWP 36S, RGE 38 E ` 7 T rn 2 o �� �-, OF SEC.35, TWP 36S, RGE 38 E }, 1 o ,r, t i'. w �� c,, o_ Q, I t t o � m CE-11 O.R.B. 5356, PG 2616Li v" ° CD t . 1 �rLa CD i I O PC o �" ,ti r t PC o CA m `s= CID v ' o �- CC)9 z a m PC S88°25'27"E o :�, 8 a 106.74' ! 1 , m S43°25'32"E N F, r _ L=19.73' 80.59' a o, r�° ° ,pro R=200.00 _ to ° Dry C.E 12� , FUTURE h� 00 �_ _ _ L=107.13 PT 12o, �, .n m t cv cr a N05 05 45'W T ,h O ,O L=116.38 o i -4 0 R=58.00 A-5°39'08" L-88.19 M co ,n � Cl)cn f- "'` v ''O °O A-105°50'00" R=206.48' „ �+ -I C O.R.B. 5356, PG 2616 t w - ► 107.72 R=212.79 _ u .-I + C.E 11 A=31'20" 2" -� a •r ' IRA# NTPc p''_ A=24°28'15" z i L=230.00' O.R.B. 5356 PC s J USE 1 0 L-59.83 1 87°23'57"E 74.68' PC I m 1 A-16 4714 PG 2616 L-62.43 �a / L=265.56' L=125.3T I SWT 9 R=58.00' t O O`er -°- - I PT D n R=2180.31' R=84.42' = ®' N73°27'18"E ° m i ° T 890.00' °' A-59°06'10"� - ti - r A=6°58'43" �- ~ ° „ / ' -� �- ,� S07 31 06'WV , A=4°01'10" 21.26 = S8 335 96 A=85 0527 L=124.54 t ° ,�` 110.54' PT m = ✓ /` ' / S80 52 34 E 107.43 . ° ' o ° a o •6) CB=S00 0416'W j t CB=S51 28 36 E f R=645.00 S17 16 5T E L=137.31 .:A � I t o o° cr�� ., ° ° „ - -- I ��1 S59°20'25"E 132.10'�\� cn �` PT PC c� t t CD=265.40' t CD=114.1 T - ' A=11 °03'48" t �62.98 �, m i R=895.34 / > o S35°51 24„ E-I" N07°03 02W NT C.E 3 L=57.33' �NO2°23'16"E 49.61A=8°47'12" No ' O / 1 - 24.88 S71 °34'S8'1N 510.30' > PC 20.a k-ME � ! 149.95' 89.96' O. 615356 R=645.00'CD 17°06'50"W 19.45' N OI O ! I CB=S58°00'11"1N p \ A=5°05'35" t o r m I CD=137.1T 4j�` D.'` t N81 °26' 13"W - 53°08'S8"E 10.2T o a CO i w I L=498.91' S / f L=31.05' �NTPC PT i 105.40' co ° S01 °14'47"W �S16°20'49"E o o n n 1 ` , / $WT A R=71 34 I 74 03 55 E 21.64 19.02 115.15 � c,, "' 1 o A-55°02'30" 1 L=171.74' cv o a ®- - a ° .- 1 R=519,3 D� C.E - GW L) Parcel Line Table Line # Direction Length L1 N90 00 00 E 206.35 L2 S520 36' 51"E 64.82' L3 S770 12' 16"E 63.78' L4 N900 00' 00"E 41.01' L5 N660 48' 57"E 26.65' �L6 S780 41' 52"E 43.56' L7 N88° 24' 36"E 56.97' L8 N800 32' 36'W 38.73' L9 N870 29' 16'W 153.63' L10 N51 0 43' 43"E 225.08' L11 N190 59' 47"W 224.35' L=853.05 R=1110.00 / A=24°56'33° PC ' � 20Q'DF .R=117.38' N ca v i 58°00'46"E 8.16' `� " �" ° 1 N 3�. 3`' O.R.B. 5395, PG 1849 ° ° - ~�- °°` CONSERVATION TRACT 2 �. A=044°01'58" / ° U A=83 49 41 a r� r S84°31'10"E 90.98' 0 1 5`�' O CB=S41 2148E L=47.85 d te a^ r t i cry + f CD=30.81' / R-99.34' CB=S30 1618 E �, CE-12 t O D, -u + .o. _ ' i ° „ �' = CD=156.83' O.R.B. 5356, PG 2616 1 S17°16'S7"E (� ^ �. _. - -" C 10 0 PUE wA 27 36 08 PNT ° I O 0' rn 'l U � y �- ° " N35 0911 'W 11.26 1 8.25 �� cn Og a 1 \ r -o o S22 20 47 W L=49.47 ° PC - - 6 PT o ,� . .1<1, P 78 22 28 W 2.78 r O S G o 20 0, 102 "~' 106.08' R=420.00' 43°18'38'W 49.42' r �L. �` F G) G7 2 t�` D 20.0 DE ZPC �\ \\9y OPJ�;: �- �' f-S87°52'36 E 567.52' - - _ _ 1+�=42 `": A=6044'53„ 65°08'S1"W 28.13' _ '9 A' + c m m L=326.57' '� �4' 55019'25'W 18.76' r o o �- 2 �p0 R=418.35' R-1610.00" " . 4s,,.� N43°18'38"W < �� 73°20'10'W 22.48' f o N 'y o p 3 A=9°38'45" :. 'A�. ?S i� a O� °33 g� POD 4B A=44 43 35 - " - - -" -` '- 125.62 � .p CB=S74°54'58"W SWT 10 CB=N83°03'13'W i °2�`��0 >> R<"76� i �� �� `y0 6' �5`L ��� CD=318.34 CD=270.73' S '00• 4. 4? p %` I �3,, ss°08S ,�`�°S� oo 5�ti WILD LIFE CORRIDOR 7S7s �V 00,, O.R.B.6395, PG 1849 N38003'06"w 51.78' CONSERVATION C ° C C 0 a C a) 0 CL ° J N 0 0 ° 3 70- pE �; ` � ' �� �� N38 08 29 'W 49.23 TRACT 4 0 I- SHEET 5 OF 20 PLAT BK 137 PG 6 OAG� RIDGE RNUNh% pUU A SUBDIVISION OF PORTIONS OF SECTIONS 23,25,26,35 AND 36 TOWNSHIP 36 SOUTH, RANGE 38 EAST AND PORTIONS OF SECTIONS 1, 21 AND 3 TOWNSHIP 37 SOUTH, RANGE 38 EAST ST. LUCIE COUNTY, FLORIDA ®= SHEET NUMBER KEY MAP (POD AND' FU = FUTURE USE / S HE� & NUMBERS) CT = CONSERVATION TRACT CTB = CONSERVATION TRACT BUFFER PLAT BOOK 131 PAGE (0 THIS INSTRUMENT WAS PREPARED BY GARY P. WILLIAMS, PSM, PRESIDENT IN THE OFFICE OF F.R.S. & ASSOCIATES, INC. LAND SURVEYORS AND MAPPERS CERTIFICATE OF AUTHORIZATION NO. LB 4241 2257 VISTA PARKWAY, SUITE 4 WEST PALM BEACH, FLORIDA 33411 PHONE (561) 478-7178 Web Site: www.frssurvey.com mZ I I mco O m m O PLAT IMITS M _ ; m _ �I C.E 2 O.R.B. 5356 NORTH Pc 2616 - - � o � O -0 i m D n i i m 71 I (n (n -� cn � � _ ` � _ NORTH Q CORNER � � o �� I U N PLATTED LANDS SOUTH QUARTER - I �, Z o I m (nI CORNER I m OF SEC. 23, TWP. 36 S. m m m wl-` OF SEC. 23 TWP. 36 S. w RGE 38 E wl G' 100.0' DE m�� I RGE 38 E I m � CCR FILED m CO WEST LI EN OF THE NE 114 CCR FILED WEST LINE OF THE SE 114 N00008'13' W 144.99' m WEST LINE OF THE NE 1/4 OF tV I 1 SEC.35, TWP 36S, AGE 38 E rn WEST LINE OF THE SE 1/4'OF_SEC 26, TWP 36S, RGE 38 E -1/N00°09'26"W 5499.99� OF SEC 26, TWP 36S, RGE 38 E PLAT LIMITS 1277.09' OF SEC.23, TWP 36S, RGE 38 E N00°08'13'W 5121.28' WEST LINE OF THE NE 114 OF SEC.23, TWP 36S, RGE 38 E 1374.58' 13/4.67' 5.32V 1375.32' ry N 661.27' 1356.09' 1244.06' 1244.02' N 137 ------------------------------------------------------------------------------------------------------------------------------- ---------- P �t / \ I i \V, -:SOUTH FND. 3/4" IRON PIPE- SOUTH QUARTER o / FND 5/8" IRON ROD & CAP E 0 o & CAP "GCY" Z CORNER a "FRS LB 4241 " I G� o I 0.37 S, 0.08 E m OC OF SEC. 26 TWP. 36 S. o I 60.0' OFFSET EAST ; 00 N m I N89°57'08"E 369.00' = co -I RGE 38 E I GI F r o CCR FILED z� z z co Z 0 A O Z (n i O m m i C O O OZ O =�� '� C ii 2� 00 2 -� -� 2 C7 r r 2 2 n w n m m z Z i i m m c� =N ZC,) piO m m ip nI n=/I om POD 4A _ =O.R.B. 5248 m m S 6 Z p (n I �Z m m PG 2458 (n Z CA)w m m Z (n m im Oz>C o POD 3 zc o Oo Oo o co CD C) C)n i i (7 n m%0� m m -� 0 J m m �( N i i W w N :; > N -I w i i I CY) �nU1 tv v PT � I rn CA) 1 i� rn I rn D -i � (n rn 9) i�t i(n �C�r r I �I (n (n I� KDz,D r� mI m m m T�mN Z J �rn wl w m� m i i w Iw 7100 a [� r 00 N N CO°° W °° --I � o SOUTH EAST SECTION CORNER m I m m °w° i m m r N OF SEC. 26, TWP. 36 S, RGE. 38 E m _ N46°4T44'1N 4 CCR FILED o i s 0 a I O N -� i i o -I - - - - .S 194.73' FND. 3"X3" CONC. MON. /" � o ; ; � , m � T LI- �7777..,eO FNO IDENTIFICATION I m o N O i �PC o i i �N� I U' > EO SFO SF EC' �� AS WP EAST LINE`OF THE S114 �_-----_...._....._.._-------------------- ----EAST LINE OF SEC. 26,---------«�-----'�--- - -�T _ _ _.` �®--------------------____ 6' N� - N DITCH NORTH LIMITS r,-I o hJ E LIN . 23�T 36 S RGE. 38 E 1.. N pia - - ._ - ____________ 132 OF SEC.26, TWP 36S, RGE 38 Er, �' 1107.60 1149.75' TWP, 36 S, RGE. 38 E SO 17 12 E 1593.14 -�.-1321.18 WEST LINE OF THE SW 1/4 ' �80 , " W N / S00°17'12"E 2255.21' WEST LINE OF SEC. 25, �1 / / 1321.22 PLAT LIMITS �' �0 N ; WEST LINE OF SEC. 24 TWP. 36 S RGE. 38 E o a G� FND 4"X4" CONIC. MO N (A � rn Ln ?O /� EAST QUARTER TWP. 36 S RGE. 38 E ,� OF SEC. 36, TWP 36S, RGE 38 E O- / L=431.97 Cn m o o +' 'Li / �/ s oo & CAP CATER ASSOCIATES",n fry/ / -41 PT L=375.62 CORNER OF (�I R=275.00 20.Q"UE / ' N cn m 5.06' S 1.43' W N SWT 6 �, .: 4 No f R=430.00' SEC. 26, TWP. 36 S. I A=90°00'00"PC ° ' EAST QUARTER CORNER OF f f 7 S89 42 48'W 144.00 O.R.B. 5178-•' �' FND IRON PIPE & CAP r ` x o f o ° RGE 38 E SOUTH EAST SECTION CORNER SEC. 23 TWP. 36 S RGE. 38 E I �� y . / oo A=50 03 01 PG 1112 ' "GCY" C.E - CE LME ! �� .` . ` ,o o r ,� �g p� CCR FILED OF SEC. 23, TWP. 36 S, RGE. 38 E CCR FILED O.R.B. 5395, PG 1849 / � I CCR FILED i ° " �/ O _L �, U PT L=405.27' S00 14 49 E 164.76.w CONSERVATION L=730.54' R=2110.00� 00 ; C, / q�, a 258.00 I NORTH EAST SECTION CORNER =019 5015 ^� ,� o I T A=90°00'00" TRACT 3 ` oo �' / 64 Z I (n N49°02'02"W 281.82' PC z � r : a pz � OF SEC. 23, TWP. 36 S, RGE. 38 E ,Q`� O I 00°1 2"W 66.50' 0 1 C X CCR FILED S47 5008W 699.36 �v = I = PT = oI C:= L=4.94 r r L=86.39' C R=358 00' z W; Co m z .9 R=1110.00 m I z �_, 00` k A=0015'18" p m0 A=1 3 °44'50" P CB NO9°029'21 "E m ' O � ��• �o CB=S47 57 47'W m T ° ' o (n CD=4.94' S071308'W CD=121.57' m ; o m = i Z ryo. m, m 174.84' �\� n ; m n m N 0� _ I Z ce�ss'� s`'�a POD 3 ' ��o�w wo o UNPLATTED LANDS , z m -- I A v o0 E w O OIO w , m C.E 9 C.E 7 O I m / /� p j SWT 8 t POD 2 0, _ cn m O.R.B. 5356, PG 2616 (n i m n O.R.B. 5356 m i f l I �„ ,•� m m PG 2616 nIn 1 - ►" I if m -! m L Curve Table Curve # Radius Delta Length Chord Direction Chord Length 'C107 68.00 139 4750 165.91' S20 42 00'W 127.72 C108 70.00' 66058'50" 81.83' S540 11' 25'W 77.25' C109 191.00, 4403710" 148.74' S650 22' 15'W 145.01' C110 70.00' 7,1 °08'34" 86.92' S78° 37' 57"W 81.44' /C111 258.00' 23°3� �105.91' N770 33' 23'W 105.17' J IZ 0 o C) CZ a _ _ � r m m n (n cr) a� n n N J � � w p o w = > o e� o cn cn AL, 000. , CA) O E r.. w . I SWT 10 I �� 574�26" m °� Cn O O C) S22°06'14'W 37.21' JB, /'L ~� f! w � m m C ` ��' G, I rn 1 rn L=270.74' �_ �.. l ' R=258.00' I LEGEND �. ua o I .) r r �,. _ _.. 0 A=60°07'34" , O I J - m CO M _ rye. �� �. ''`. _ _, m m P i m ;FOUND IRION -"�-� POD 5 O m " ti �"' w ' =FOUND IRON PI D AND CAP m c m W 50.0' CA + /""" ' m I m PC ; m 1 Q = PERMANENT CONTROL POINT a SOUTH QUARTER CORNER OF °' 10.0' PUE / ti ! N89°19'00"W 123.05' ; /SET NAIL AND DISK "FRS LB 4241 PCP" > > m l m , I 0 =FOUND 4 X4 CONCRETE MONUMENT -.-) C.E 8 �` SEC. 25, TWP. 36 S RGE. 38 E 1 t EAST LINE OF THE SW 114 i C111 / / o `O.R.B. 5356, PG 2616 1 CCR FILED-,,., f f m EAST LINE OF THE SW 114 OF SEC.24 TWP 36S, RGE 38 E - _ FOUND 3NOT NX3 ICONCORE/ i OF SEC.25, TWP 36S, RGE 38 E - EAST LINE OF THE NW 1/4 OF SEC.2 TWP 36S, RGE 38 E PR „ -- -- -- -- - - - ---� - -- -- - -- -- -- -- - --- -- -- -- -- -- -- -- -- -- -- -- _- = CONCRETE MONUMENT - -� - ` WEST LINE OF THE SE 114 WEST LINE OF THE NE 114 OF SEC 25, TWP 36S, RGE 38 E C110 Cn - - - >CAP EAST LINE OF THE SE 1/4 � � � PRC �_ NOT IDENTIFICATION/ OF SEC.25, TWP 36S, RGE 38 EC109 ; = SET 5/8" IRON ROD WITH PLASTIC Q) OF SEC.25, TWP 36S, GE38E / i P C , ® o, I C i NORTH QUARTER CORNER OF STAMPED "FRS LB 4241" / C.E 6 i C.E 3 1 SWT 9 O.R.B. 5356, PG 2616 �� `� O.R.B. 5356, PG 2616 ( I 20.0' C108 TPC ' SEC. 25 TWP. 36 S RGE. 38 E = PERMANENTIREFERENCE MONUMENT l I T ' , LME i N20°42'00"E C107 CCR FILED 5/8" IRON ROD WITH�2' ALUMINUM / 107.35 DISK STAMPED"FRS LB 4241'PRM" I c' " I POD 1 S89°17'56"E 430.47' I / SET MAG NAIL AND DISK'STAMPED S20°4200W 277.60 i ��'"' � ; "FRS LB 4241 PRM SHEET 6 OF 20 PLAT BK 137 PG 7 ol CT1® / / NOT TO SCALE CTB 1 TO 6 AND 9 11 TB 7,10 AND 11© 4A ®' 6® FU1© 3® T IF 3-6 q t 2 A SUBDIV ® , © , 5® i , FU20' oor �i 1® FU3-6 S1 SgT SOLI BLVD ®`® FUSS® ®® ®9 20 ®= SHEET NUMBER KEY MAP (POD)AN5 FU = FUTURE USE /CT SHEETNUMBERS)CT =CONSERVATION TR / CTB = CONSERVATION TRACT BUFFER OPIK RIDGE HL p UD ISION OF PORTIONS OF SECTIONS 23,25,26,35 AND 36 TOWNSHIP 36 SOUTH, RANGE 38 EAST AND PORTIONS OF SECTIONS 1, 21 AND 3 TOWNSHIP 37 SOUTH, RANGE 313 EAST ST. LUCIE COUNTY, FLORIDA � rr� m cn m m ncn 0� rz0N6S87°40�'48r"EJO1' 26.89/'� 9°47'17"E 69.75' 45�6-19�'43"'E 32.20' m- N61°42'67E 49.42' m SIN,71°58'39"E�3.51M vN50°35'31"E 97.01' °G_"mS544805E 66.40 S33 4914E 89.52 mO� mML=54.72' R=124.00' c) w-�OmOm m 25°17'35E 71.08' 0 m mA=25 1657„ N-N14°50'12"E 35.13'N08°32'1 TW 165. 9' L=10.39' i t _ a o t CE-14 a=7°5O50'10" ° Nf, O.R.B. 5356, PG 2616 S45042'37"E 67.46'�� ® W N16°22'27'W 82.05'�� \� N75°36'10"E o •J L=53115' 1 S80059'13"E 84 99' \ 51.29, R=44.00'---..,? N64029'11 "E 37 31' A=69°12'30" 411�-*-, 1. \S75°36:10"W 23.77' 1 N761_ N76°08'02"E 55.06'� S86'o vv ``- S14023'50"E 15.00' 3844'73„W/ `'����` �,��-®------ - s6-I°15 Q8 49 R; 23) ��� �r�� 6155' S87029'26'W 1119 4�23 s6� O• ` �;'2�16 DO'3„ 165.64' L=12.36' 72, O- ��� 6°01� 2 R=35.00' A=20°13'32" S87029'26"W4e72 J. t t t 1 t' N 1t 1 # O jt t F cr r S r r t SOUTH EAST CORNER 10v OF SEC. 35, TWP. 36 S. SOUTH LINE �F THE WW 114 --4 RGE 38 E OF SEC.36, TWP 36S, RGE 38 E CCR FILED _ S89° 01' 22'E 239.11' 228.16'C-'" -. NORTH LINE O� THE NN 1/4 ! OF SEC.1 TWP 37S, RGE 38 E 10.95' c ;n s rt. s DETAIL "B" NOT TO SCALE ,r10 a 0 m z t t C) w o o t m ^' m I L=82.30' m t,o ` R=256.00' -L A=18'25'14' _ M J. III ® cl? I-R=44.00' 41 L=80.40' A=104041'44" LEGEND OO = FOUND IRON ROD AND CAP ® = FOUND IRON PIPE AND CAP Q = PERMANENT CONTROL POINT SET NAIL AND DISK "FRS LB 4241 PCP" [� = FOUND 4"X4" CONCRETE MONUMENT NOT IDENTIFICATION ® = FOUND 3"X3" CONCRETE MONUMENT NOT IDENTIFICATION SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED "FRS LB 4241" = PERMANENT REFERENCE MONUMENT 5/8" IRON ROD WITH 2" ALUMINUM DISK STAMPED"FRS LB 4241 PRM" = SET MAG NAIL AND DISK STAMPED "FRS LB 4241 PRM" S51 °28'03'W 6.90' Sob Lo6a - , alb G �° F L=237.08' sF 80.64'o� o S17 0 23523'39" 77.6 CB=N13°11'29'W i CD=235.43' 5 PNT SOUTH QUARTER CORNER OF SEC. 35, TWP. 36 S. S30°40'22"E RGE 38 E 63.09' o� - -PNT CCR FILED d, ^ ory o g Ili 1i co co C.E - SW a O.R.B. 5395, PG 1849 o PC CONSERVATION TRACT 1 I c S51 °41'20'1N m 59.46' 15l .09- 1 j 41.01' SO 1 048' 22' W 215.71' A S21 °47'36'W C.E 13 \` 152.09' O.R.B. 5356 PG 2616 N79001'47'W 377.35 icn W w �� 'M 1" m w iw m PLAT BOOK � 31 PAGE � THIS INSTRUMENT WAS PREPARED BY GARY P. WILLIAMS, PSM, PRESIDENT IN THE OFFICE OF F.R.S. & ASSOCIATES, INC. LAND SURVEYORS AND MAPPERS CERTIFICATE OF AUTHORIZATION NO. LB 4241 2257 VISTA PARKWAY, SUITE 4 WEST PALM BEACH, FLORIDA 33411 PHONE (561) 478-7178 Web Site: www.frssurvey.com i POD 5 FUTURE USE #: na ON , trr; N00053'46"E 28.85' o cm S89020'30"E �<< t �: L=301.61' N89022'35"E 429.41' i 170.00' Q POD 4A N00039'30"E ' 0 69°07 �� , 0 156.83' S� m ;�,, N89°11'07"E o S00°39' 0'W °' 123.11 ' 1 _n C.E-CE ° „ L=43.13 (_ ...} 156.83' N20 03 37 E R=80.00 O.R.B. 5395, PG 1849 PC m I I � 206.73' A=30°53'34" m ;m CONSERVATION T ) c w TRACT 3 N38°35'05"E �, .�, 'c / I °l f m 41.92' L=140.65' C.E - CW j m PT R=420.00' L=66.29 ,� / / T .18 / O.R.B. 5395, PG 1849 I R=80.00' ^� / ( 19'1 Tl4" ° p� / / L=134.79\- A=CONSERVATION 15.0' cT6 # 11 �s CB=N69°26'06"E A=47 28 40 / R=250.0=658,��, i' I S°TRACT2 = CD=139.99' / o =30 53 PC S (_ �, L=408.77; 55°05'S4'W 306.20' 00�2•, N79°d1,44 E / D-90 13'2 PT dg"E R, 6�8 R=250.00 F� 359 8B a /j ��� 8 37°13'22"W 348.19' ! �l N7 3 47q' 4�904000 ?, a=93°40'59" i �87s 2j� _ PC 02u's; p N64°03'52'W I O Ci' d - _PT e•�/ C o PC 72.97 71 � mD / P ... cn PC G,�g' \ o ^o n /�' °d1, ,� L=207.16' rn z S79 aa, R=250.00' -N ' � PT G� � � m / � 359. 0=47°28'40„ h ,.. t 00°4521W 324.41��0 / PT vt' �w ° 01 „ m f L=199.03' \� �� t ! i tt Za0 �ME a N85 485.04 rn = /f �/=250.00' 0 0 t :. I cn m I PCt A=45036'53„ n o/ t ` t N L=160.76 G� SWT.4 t Ri R=292.00' PT R=270.00 m `� I+ ° „ , ,�mot/ t t A=31°32'41" A=28°48'31" wrn i PIS' N33 2451E 223.01 N82°54'39"Ei967.3 t P m t °35'46"E N54011'20"E N28°03'10"E i 1 1 L=115.29 E `t �, t� PC 96.54' 49.85' P=250.00' r° 91 PT SEE DETAIL I tom;, -- /291.49/ L=125.84' /CfA=26°25'19"TOWNSHIP 36 S B" t y LCPT PC=125.00' / ! ° �, co /R=250.00 PC ° „ / S06 59 32 W i A=57 40 50 ! N o 198.89' TOWNSHIP 36 S SOUTH LINE OF THESE 1/4 OF SEC. 35, TWP. 36 S, RGE. 38 E `35 ` \A=66°4$'14" PT PT N89°01'22"W 2566.98' 6 / f rv. `n / r�' o�ao SOUTH LINE OF SEC. 36, TWP. 36 S, RGE. 38 E a NORTH LINE OF THE NE 1/4 OF SEC. 2, TWP. 37 S, RGE. 38 E ` t ti t NORTH LINE OF THE NW 1/4 -/ '� if6 N TOWNSHIP 37 S SOUTH EAST CORNER` 1 r t SWT 3 S81 °10'34"E 240.50' OF SEC.1, TWP 37S, RGE 38 E / / /` pTv�4,"� NORTH LINE OF SEC. 1, TWP. 37 S RGE. 38 E r OF SEC. 35, TWP. 36 L=159.70' TOWNSHIP 37 S O RGE 38 E 0 1 .'-. _ R=205.00, // Ox0 / k�. ' - ° „ / SOUTH QUARTER b ♦ o CCR FILED ! o A=44 3806 CORNER r z D `�� PG / °Oo oA OF SEC. 36, TWP. 36 S. POD 4B p Z CSC `. cp r0 RGE 38 E /Cn C cmn t° n� IO -'.e ,; pT, CCR FILED 0 E:1• �,, ;a F'OD .�'-R=500.00' rr �` m Zz L a.:= ` i A=22 35 07 �♦� �( ,� = o m Z ,� PT•/ POD 9, ♦i ' /�' i i /m // // S67°38'53'W 10 AND 11 / / 182.59 iki , r p-� .,� C.E 14 ` __�m =i = Est // // R=468.53' t a, ' GA � A=224507„ O.R.B. 5356, PG 2616 �`50 O f I- t ,. pvE QO m m 1 15.0 / / 5� �� / ; a f- - Q v PV co p AO.0 t t Q Y /' o�'l .11 rr N POD 8 Oi��O 0-1 CA) -n m o PT m p t- o w O t / PCB (� n- .<.�` r ��/ ,r o,oa w O N , / 5� �z(�r- / r' , r) � U) CD m m _ ,k PT m U w ` /f A. L_159.38 O i O /1oo�rP POD 5 a O 1 m C� v �� �' R=1000.00 N40°27'23'W L=147.44:,�� cr / ° „ /P,w P� oho 0 100.00' `.>, o0 o �'� / / A=9 07 55 = v , 96.55 ° „ ° „�y ° `90 '6' / ° m ��m �` i P/ ��'r'Q`P O� Off' - N56 59 25 E A=84 28 39 s 6:U�o. �► S35 3815 W 251.01 `� �, l`` �� �, m,�' m m �'��� g� �'GJ \O� �J NTPC PT �i 4� �g 2S ��lop 1-16 PT .;,,. / °' I a r'b 6 8 ,�- PC w ��, oo �:. L=158.39 m �� N�° ___ P `fig° 500, o° -o .a 0 ` '=1000.00' %m ICJ /�O ;�GGo� 5� 7S, - 3' 9 , . s 2a0, PT �i , r♦ r a 72gg�6(ti - L=457 Q0, .� 97p, �� �� boo ♦ C •;t Ao9°04,30" �rGJ ��G) NQ QQ R = 450 T O a S44 42 45 'W 85.11 / O`�/ �Q ,�P i A=58°11?62a'�------;"; ° ° FUTURE , �` r'P/r' CB=N76°3$ ~ L=374.9d t l 5 1715'W i r \/,�OIV , O I CD=431 6 ° dd t I SWT 1 ji5`> ° „ PT �. 9.01' ��, USE # 2r�j Q o N75 1632'W R=45d. S45 1715 E i 102.78' L1=47°44'�3�i t rZ o I ��� ` ♦O t ♦ S r� O o S46045'29'W �� ; s,' ��'r � GRAPHIC SCALE � ♦ 144.53 ♦ r �r t C.E15 pOi' S, 300 0 150 300��o /.OrJo � O.R.B. 5356, PG 2616 r' � \PC � R'�ri 7) �r WEST QUARTER `L=413.25 ` - J �r N44042254.22''45"E ®♦`♦ �.♦{Y< ���'' I/ �/� (SCALE IN FEET) t CORNER R=250.00, OF SEC. 1, TWP. 37 S. 300 p=94°42'34" RGE 38 E / ►----- r� CCR FILED FND. IRON OD & CAPS. ♦ ti �' / ' 3 SOUTH LINE bF THE NE 1/4 OF SEC.2, TWP 37S, RGE 38 E t"CARTER" SOUTH LINE OF THE NW 1/4_ S C.1 TWP 37S RGE 38 E ,' / r' SOUTH LINE OF THE NE 1/4 OF SEC.1, TWP37S, RGE 38 E 1 -- -- - -- ---- =- -- -- -- -- -� 4.2s's,7.16'w --- -- -- -- - ,, -; --� _; SHEET 7OF20 i �� - PLAT BK 137 PG 8 El- ®= SHEET NUMBER / KEY MAP (POD AND FU = FUTURE USE / SHEET NUMBERS) CT = CONS ERVATION�TRACT / CTB = CONSERVATION TRACT BUFFER RAN OAK ma 'PU'Lj M Z) . 3 um A SUBDIVISION OF PORTIONS OF SECTIONS 23,25,26,35 AND 36 TOWNSHIP 36 SOUTH, RANGE 38 EAS AND PORTIONS OF SECTIONS 1, 21 AND 3 TOWNSHIP 37 SOUTH, RANGE 38 EAST ST. LUCIE COUNTY, GRAPHIC SCALE 300-----,-,0 150 300 600 SOUTH WEST CORNER OF SEC. 25, TWP. 36 S. I' � ''°•� �"�`°�'* � "`` 24050'10"E 183.79' RGE 38 E SCALE IN,FE '... CCR FILED FUTURE N46 5452 W 36.84 \ .„ : �'i SEC. 26 TWP. 36 S RGE. 38 E `"^� EAST LINE OF S C L=87.10' '` .. � < 1 = 300 3 5 - USE #1 EAST LINE OF SEC. 35, TWP. 36 S, RGE. 38 E L-123.80 e tom, WEST LINE OF SEC.25, TWP. 36 S, RGE. 38 E R=45.00' _4 p A=110°53'S3" °��7 89 O WEST LINE OF SEC.36, TWP. 36 S, RGE. 38 E R=170.09 PN o cn s�, 00 6' WEST LINE O\TH SW1/4 A=41 °42'01" �"` "°` � ( co FND. 3"X3" �.` , 9 O OF SEC.36, TWP. 36 S, RGE. 38 E i WEST QUARTER CORNER CB=N68°10'28'W PC <,�♦ I w CONC. MON. j `N4 °50'08"�r r OF SEC. 36, TWP. 36 S. CD=121.08' 1 `'' ♦ ♦ 4 R°> >S8` ca �./ L=106.21' �` `� ° NTPC .2 8`90 soy, ♦ o POD 3 , 'S�. O 29.51 RGE 38 E N71 20 06 W 60.21 ( cn �o R=335.00' 4. �7 o `� I .. i SWT 6.. -- - - _. S9 00. *: 1 ! 0• ° „ ` CCR FILED I i' S �� A=18 09 57 vol ��, �: . ®'� z i cn I - O O i O N87041'22'W 205.82' ` S47050'08"W 87.68' ' °\� W I �,� N20 27 23 W 130.44 SQ . z °' z N12°39'35"W 134.68' L=116.30' S47050'08"W 68.85' �, Oc9 m m F h° `� ♦ O / R=432.70' \� y` ` L=108.49' A-15°23'57" L=182.14' o 0 66' O O R=81.64 ° - � ^�o j =t9� `� ,., w � w � 38 03 46 W 190.37 Ch -n 29.51 D; R=274.40 .� ,cy V� t s _ _ i A=76°08'21" PNT 07°39'23"E 121.51' �`�?�5` g1? A=38001'51" v �' ��' ► `� ,, ��'- ,m i -�'m CB=N49°51'57'W Ls3 25401 V C.E-CE cn �� z CD-100.68' NTPC 37°32'46'W 183.26' �` �`�� o`�'' 611' V R�9 o'\ .oJo .� 100 O.R.B. 5395, PG 1849 m c t O 4 CONSERVATION m i mom' 89021'58'W 83.75' "rO'-♦ N8400oo cs TRCT3/ _ z h °oN28°55 57 W 77.87 73° .iOO106.26' 07°3228 161.01 '09'107.61' O �f .' I PCL-N09°50 25 E 168.37 co 4p:` cn o L-N06009'03"E 102.2ry Z.�I� tl 037'31 "E 58.96' °19'3TW 79.59'0f k N18 rn cq h t L�185.34N N N I L=6.39 R=58.00 � N63°07'38'W OI 0 rr iti A=6°18'59" S48°34'38"E 120.79' R=500.00' / �_ 178.57' i m s o 0, o cn a CE-7 co S00°50'07'W 229.97' 7 I S73°30'23"E 75.50' A421 °14;17" �► n ` cr o L=227.04' 7 ! CB=N28°15'36"W o O.R.B. 5356, PG 2616 ° " / `NT t w o R=265.00' % S62 0710E 61.17 CD=� 84.28 t w, cn " NO2°19'44"W �99' �/ .01 N19°07'56'W I C.E 7 I A=49°05'17"�- S51 4346E 89.28 i NO3°28'46"W 313.09' 125.24' r / /l I S13°38'10"W 24.44' r 1 O.R.B. 5356, PG 2616 i S11VT 8 ° " L=142.53' i 11110, S57 3012E 55.89 p,0 N6 ,' C R �2628 71' cn o {..' �Z60 z24� ?8092 , .'�15a ``� S07°09'06"W 146.84' �:'Ih5�6 �3� � P T �, v . y co - �� Pf ° „ '70-aN 3� `��f. i' 6Q co S00°50'07"W 34.28' ��' 3 5��2 'o C.E 9 A=3 06 24 tip . ,� m z A °3 ti CB=N53°27'25"W t �� Gar------.__�� I r A=23°3500- ��� 3�'s`3 n O L=116.45 1 p'' ��` �301 PNT PC 1 �'m_---- o i O.R.B. 5356 CD-142.51 --`,C r o -O'er 52a rn = R=58.00' , ,\� Gam''G�� L=64!91' \� PG2616 �.'�� m m e SINT 10 1 r i 4 132.45 r_ I A-115 01 56 R=100.a0� ``� �•' �.� I =c3 L Ra 0. z AC A=37°11'19" `� �' I rn r 125.0 u m , �' d'80°41'57 0) L=181.24' z ` R=513.55' 1 N63°0T38'W m i, I NTPC A=20°13'13" CB=N61 °55'29'W i`� 4 C� gg1' + 27.42' w m c CD=180.30' �' `� NORTH QUARTER f N28°5577.8T m N 02°04'4TW 37.99' I i'� % ��•OD '��` 4 CORNER t' to L=88.08 co i ► C:E,B r �. .� OF SEC. 36, f I / _ IN 1"555,14 R=53.00' ? � i ► O.R.B. 5356P. 36 S. t N1g 0 29 �A=95°13'04" PG 2616 4 / 125 EAST LINE OF THE SW 1/4 ` RGE 38 E OF SEC.36, TWP 36S, RGE 38 E i _EAST LINE OF THE NW 1/4 OF SEC.36, TWP 36S, RGE 38 E -�_ � � N00°32'40'W �'',� -• CCR FILED 10T.61' --- -- -- - -- -- -- -- i - r- ►.� WEST LINE OF THE SE 1/4 WEST LINE OF THE NE 114 OF SEC:36, TWP 36S-RGE 38 E 1211.7T �j �� � N00°02 44'W �� I I N o / N32°20'STW v `y °� .' OF SEC.36, TWP 36S, RGE 38 E I i ► �V�i� a o o v 101.46' Q i' �� g �� 421.80' �` i' i �'V I. t / 7...; C.E 3 �� �` j C.E 6 m( ii +�^�',. O.R.B. 5356 10°19'3��� ►�6 . �.5�� 5 A�'� ,w� 4 POCK 5 `.�-1- Ji `�` ORB. 535fi, PG 2616 1 �����'���,,� \ s'4 ' ``� PG 2616 o L=144.02' R=73.00' A=113°02'30" "` L=140.65' Z♦ 0 z z g m m �D o ♦ �i/o w Al Nc w 2! JJ 0 li` ♦ ODm m � y,, '0�`09O b`♦`` �♦x00 ll i'O"` /< o' � i,�e�9 lGL9 0, J `` 260 ` RANGE 38 E `�♦ EAST LINE OF SEC. 1, TWP. 37 S, RGE. 38 E _ ~ WEST LINE OF SEC. 6, TWP. 37 S, RGE. 39 E RANGE 39 E PN1-` =420.00' A=19011'14" 0 o1 iQ t �! L=66.29' R=80.00' 1PC A=47°28'40" N,\ S�,7°,,` S00°39'30"W 156.83' POD 101 '":`7T 1?i ` 89020'30'W 121.74' 9 AND 11 `., ` PC-1 L=43.13' S00021'41' W Jo co LD `♦ --' o ,6 A=29°20'26" ► PLAT BOOK _131_ PAGE `6 THIS INSTRUMENT WAS PREPARED BY GARY P. WILLIAMS, PSM, PRESIDENT IN THE OFFICE OF F.R.S. & ASSOCIATES, INC. LAND SURVEYORS AND MAPPERS CERTIFICATE OF AUTHORIZATION NO. LB 4241 2257 VISTA PARKWAY, SUITE 4 WEST PALM BEACH, FLORIDA 33411 PHONE (561) 478-7178 Web Site: www.frssurvey.com LEGEND = FOUND IRON ROD AND CAP C) = FOUND IRON PIPE AND CAP Q = PERMANENT CONTROL POINT SET NAIL AND DISK "FRS LB 4241 PCP" = FOUND 4"X4" CONCRETE MONUMENT NOT IDENTIFICATION ® = FOUND 3"X3" CONCRETE MONUMENT NOT IDENTIFICATION = SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED "FRS LB 4241" = PERMANENT REFERENCE MONUMENT 5/8" IRON ROD WITH 2" ALUMINUM DISK STAMPED"FRS LB 4241 PRM" = SET MAG NAIL AND DISK STAMPED "FRS LB 4241 PRM " p- - - - - ------� a i CA-14 > f.-10.0' CA-15 LT- PUE m I 28.0' S43°49'08'W r � j` 0 39.96' r ` O 20.0' ♦ c o ma S43°49'08"W�� S00°08'55"E� 28.83' 562.85' FUTURE USE # 4 DETAIL "C" NOT TO SCALE S32032'51 "E 24.58.:-N,,* �-N04°52'05"E 74.03' D �..- 1 �'� Q) 'ry° o`Do i ,' N34°47'48"E�� 104.94' N75004'43"E h`v u j N56059'40"E 73.4T E u / 59 70 N90°00 00 E1.0 ' C E-8 23.95' d i O.R.B. 5356, PG 2616 I N49°47'00'E 107.29'-EAST LINE OF THE 11-� ti N83039'51"E 57.42'-- NW 1/4 OF SEC.36, N o S48°01'S8"E 31.64' TWP 36S, RGE 38 E N N�0) WEST LINE 0= THE rn� 6, �` S84028'35"E 62.12' w NE 1/4 OF SEC.36, > �`p jR S39018'33"E 69.72' i °�oe�, TWP 36S, RGE 38 E z � S24055'12"E 62.26'Air N50012'12"E 57.14' 0�' `- �S59037'51 "E N 00, �2 S00°44'52'W 83.50' 21.14' .� wCL S03052'01 "E 96.06' ` � `�\\ I m' m PC L=218.06' ,� C.E 4 °3ti ro Q O I O ' 7- �' O.R.B. 5356�2a 5g� PT R=1110.00 �0 'P 61 '� .'+� �' �S 3 a m m S PT ° „ h �o G �' PG 2616 L�19 64 O° O ?s° A=11 1521 o : -- 515 0 R m' m 29�8?S� C-PT ��♦� '� �i-"-`"":`` i � � ~2Q � �Sr,I � a m m L=209.76' z 1 R=826.00' O O N A=14°33"00" c ^N S10°55'25"W 64.26' n n ~ L=114.46' R=174.00'- A=37°41'23" S48036'48'W 200.1! 0) cn X w � SOUTH EAST CORNER R=80.00' A=30°53'34" 334.27' 4 Ily �p 4c y Sr m I m co co L=78.53 G' 0 o�'' �, � POD 12 OF SEC. 36, TWP. 36 S. 89° SO �rn m R=50.00' �..®_____� o RGE3LCCR 00 rm a A=89059'40" r7l Fva ED - FND 4"X4" N89058'12'W 179.81' m S00°00'24"E 367.22' CONC. MON. P I z CD BROKEN EAST QUARTER CORNER ''- '- - - - - - �- I � C 0 cyl FUTURE USE #3 OF SEC. 36, TWP. 36 S. ( i SWT 12 J o RGE 38 E `--- ---------- I N rn CCR FILED "FRS LB 4241 PRM„ S00001'48"W 778.28' nl FUTURE USE #6 3o��tih°'o FUTURE I ♦, O SET MAG NAIL FND. IRON a AND DISC "FRS USE #4 PIPE &'GCP' FUTURE USE #5 0 LB 4241" PRM m N00°08'55'W 621.47'F 1371.79' 15.49' - -• N 0°08'55'W 778.48' _ _ _ _ _ _ j _ _ _ - --N00008'55'W 1344.87- ` _ _ _ _ _ _ _ X 431.14'• EAST LINE THE SE 1/4 OF SEC. ° - 36 TWP. 36 RGE. 38 E N00 0855 W 1487.29 1251.26 EAST LINE OF THE NE 1/4 OF SEC. 36, TWP. 36 S, RGE. x S °085�"E 961.49' WEST LINE F SEC. 31, TWP. 36 S, RGE. 39 E 961.49' 334.83' 31 S00°08'S5"E 4946.78' 594.33' RANGE LINE ROAD S44°46'11"w 99.14' PLAT LIMITS 38 E 74-3 z oo No p /7 ♦ `,'� � �EAST LINE OF THE NW 1/4 OF �•4`998 N O c� i i i S♦ SEC.36, TWP 36S, RGE 38 E - - .�� ?4°4016,9 , �� WEST LINE OF THE NE 114 OF ``� SEC.36, TWP 36S, RGE 38 E I o / m ` 45001'12' W, 59.89' _ / 7 ; m 4=N70055'08"W 76.51' O.R.B. 5356, PG 2616 I i' -cb �� i \m ro o ��83°59'43''W 6..993 ' � �� � CV lb D S31 °3T32'W 76 67' op ` O POD 1 ? /� S33042'30'W 51.37'1 L=56.39' f i I m emu' S12°16'22"E 57.59' € i I cn �� R=198.00' i ►.`� g n N49020'42" V4 107.38'-�,� I A=16°19'03'� �',►.�h�O�1<0 � N30°05'10'1N 43.06' / �S45°57'56"E 7.64'►�%;�♦ � - �` cn o N39°49'31'W 62.49'�� S35°33'24"E 25.94' r 1 ,� ` 1 ® S36°51'48'W 57.74' � ,'� °3A♦mc-� c II / I N70°11'42"W 31.29' S 10,55.25„ V ��g g�'L '` 1 cn z �o C ► 85'X10' I - \ 134.09 m r ► UE I !�� •, ®'' S17°06'S0"E 41c87 �'� v ' u�� I m 4��`i�2?9/-�`� / .wpm SEE DETAIL "C" 4p° SOp� L- 2 ►�L=100.92' ` m = E U` Lm '� 7s' 4 R= 18 9s, R=1�98.00' m r I : ._. '-N00°08'55'W-------- d� sTSO A=29°12'08" G� cn N88 3058"E 70.02 75°3 0- m m g.00'm b 1563.24' NORTH EAST CORNER 745., / c 0 IT F SEC. 36, TWP. 36 S. m O % __ -_ -- _RGE 38 E -n 3 3' L: _ ._ _.J CCR FILED O "FRS LB 4241 PRM" a 0 SHEET 8 OF 20 PLAT BK 137 PG 9 / \ NOT TO SCALE �?-/ C B I TO 6 AND 9© /li TB 7,10 AND 11© F© FU2 �Fgp SOLI BLVD�®® IS19 m ®= SHEET NUMBER / KEY MAP (POD/AN[FU = FUTURE USE / SHEET NUMBERS) CT = CONSERVATION TR CT CTB = CONSERVATIONTRACT BUFFER 7 Om (1) > m� n ^' z �m OI w i cn m m m_ S00°00'00"E 11.94' CD A 73027'53"E 27.03' m S33028' 14"E 134.97' z 0 j, o rn ° 0 N � 73027'53"E 43.17' O wW � N ' O O N59012'42'VV 36.72' 59°12'42"'W 50.04' S17°2T50'VV \ 5.38' + 0 S00°00'00"E 12.15' / S19059'4 "E 29.10'/ / 41 S11°20'18'VV 23.80'01 35°00'40'VV 35.07' S450 01'16"W 25.23" 3301329, 3 ,13'29'VV 61.53- i N79°30'52"E 31.04' N72016'03"E 56.97' 82056'58"E 92.19' N31°37'26"E 39.4' S49°47'00"E N14003'06"E 37.94' 35.17' S47008'41 "E NO3°22'13"E 34.58' 25.69 a - --� S45007'52"E N32045'1111E ® 26.77' 14.25' S17056'02"E N7000 9 27' 3CE-18 �54.30' 9.T N40°37'06"E O.R.B. 5356, PG 2616 �V-'�S22°52'41 "E 32.01' ® ® 55.40' N32002'04"E� 011-�00000'00"E 31.93' S22037'41'VV 53.9 1 f�J00000'07'VV 1.71' 68.83' o &-"T I � I co I I w C7 I m PLAT LIMITS S89059'53'W 386.41' S00°00'07" E 1.38' in cm% OAK m1uu A SUBDIVISION OF PORTIONS OF S-ECTKYNS-23,-25,-2b,-3b-AWU----46-TUVVNSFIIY 3ti 5VU I ui, nwn�e sa eMa i AND PORTIONS OF SECTIONS 1, 2, AND 3 TOWNSHIP 37 SOUTH, RANGE 30 EAST SOUTH WEST SECTION CORNER OF SEC. 35\TWP. 36 \S. RGE,38 E -� CCR FILED FND. 1" IRON PIPE WEST QUARTER CORNER OF SEC. 2, TWP. 37 S. RGE 38 E CCR FILED S51056'26"E 139.83' S33044'26"E -13F.59- �\\ i N38°03'34"E '• > 00 0 OC'i 87.12' L=17.85' Ion a 7p , R=415.00' �Oc� A=2°27'54" t w4 i CE-16 �i O.R.B. 5356, PG 2616 / i S14007'33"E 163.33" ONN51 056'26'VV ��j, 139.83' /, h�0 �% op `gyp '1�1\138003'34'E d 138.35'CID 0) V11 It 1-0 ! N00011'06'WCID S89048'03"W L=1 35z6 g 213.01' R=0 ° 0� A' -AA N38003'34"E 11.96' N86038'1 "W 9.70' Ss7° N21-03-03-W 57.90' ` ` N49039'15'E 71.89' 7> F N88028'38"E 54.87' NN L=30.86, •� R=446.00 II 3 FND. #4 (1 /2") IRON ROD & CAP "CARTER" cn r Z m O cn m wS C m w 4 cn O m w w m 15.0' CTB #2--f N00°05'57'W-, 452.85' 15.0' CTB# 1 S87°4T15'W 92.63' FND. IRON ROD & CAP "M IXON" 0.12- N, 0.39' W A=3057 54 , 'r")�- \ s70 72S 722.L=38.63' 2S1 R=321.00' CE-17 A=6°53'43" O.R.B. 5356, PG 2616 Of / 3 10 ST, LUCIE COUNTY, FLORIDA C.E - SW O.R.B. 5395, PG 1849 CONSERVATION TRACT 1 C,6 77s Sg'[°I6g19 A'1Q1 ss0� SOUTH QUARTER g3 2`� 0� CORNER HT o; OF SEC. 35, TWP. 36 S. S04053'03"E RGE 38 E 35 102.36' CCR FILED Al 5 SOUTH LINE,OF THE SW 114 OF SEC_ .35, TWP,36S, RGE 38 E PC �-- PC =900.00'; L=24.25', A=1 °32'38" L=225.99' 2 2 / ` / R=400.00' i N35000'37"E �//PC PT A=32'22'13" � o o`� 296.0' L=99.57'\ I S27029'09'W co R=150.00' 169.54' A=38°01'54" S10032'45"E i u 17, PC 103.57' 15A' d / PC CTS#6 N02022'26'VV L=123.09' PT S48040'00"E 428 35' :� m m r- Z m O m S40027'23"E 81.79' hp OOo �' �0 .p Off` L=457 -26 00 <` ..�ap0 �g �� • R=465 A=56°2p'32 ��� ����� y�o 66 r. D _ .. o°00 01 ' S72015'56"E 120.85' �N L=287.54 r '' I ' R=465.00, ��Y "' 55°26'05"E 122.31' ° Al A=35 25� r=50 00' -"' / N80°55'01"E 17.63' cr, > / S74°04'09"E 69.30' `"-- 1 o if ifN i S72026'31"E 137.17' % w a S45001'25"E 26.66' N tL Z----- ----------- 183. .Q .o t s Q y PLAT BOOK 15? PAGE 01 THIS INSTRUMENT WAS PREPARED BY GARY P. WILLIAMS, PSM, PRESIDENT IN THE OFFICE OF F.R.S. & ASSOCIATES, INC. LAND SURVEYORS AND MAPPERS CERTIFICATE OF AUTHORIZATION NO. LB 4241 2257 VISTA PARKWAY, SUITE 4 WEST PALM BEACH, FLORIDA 33411 PHONE (561) 478-7178 Web Site: www.frssurvey.com CE-15 L=62.43-� f t SOUTH QUARTER ® O.R.B. 5356, PG 2616 R=50.00' F f CORNER '-N0ti� 0 5817'W 14.38 =71°32'24 / ' h� r " °� i OF SEC. 36, TWP. 36 S. g �h�` ` RGE 38 E t--N21048'25"W 27.66' ,� CCR FILED t 14°42'42'W 185.171�, SOUTH LINE OF THE SW 1/4 OF ' 7 �/ L=6.06' t� ,^• pp SEC. 36, TWP. 36 S, RGE. 38 E 6 7 R=1165.00, t rev gyp• 3 TOWNSHIP 38 S A=0°1T53' N00°42'15"E 15.86' v �°' °00 NORTH LINE OF THE NW 114 OF ♦ / TOWNSHIP 37 S o 66°14'01'W 5.08' i �o Q,,'`� SEC. 1, TWP. 37 S, RGE. 38 E ,�♦ ♦,J a ,ter, C, t t 09°16'45" W 11.26' O ticO ' >Om L=164.04� ------N85 ---- - _____ mi R=1280.43' °04'3fi'1N 741.15' _ `a"�� 'rr �,,•• C i r �=2°`�5po ,, POD 9, 10 AND 11 A=7°2D'26" R�23°35NS r` m I m _ O 58 ♦ 5 /♦/ -I 71 O 231.19' PT R=185.00' ♦ ♦ _ _ A=38007'15" �� \I C.I O.E 1 5356_PG 2616 �♦ ♦/ z m x PC L=135.72' 3�°20,36, I cn �`L�^ ♦ �'�F O O ♦ ,�� ♦ i ' ip O�J' PT=150�00' II 79001'47'VV 377.35' m m / ♦ Tm ♦ / ♦ ,� �i A=51 50 32 % n N44°46'09"E 459.75' / ♦/ m i � / N PT � • g z4i � � N73033'07'VV 439.92' PC a S79°o0'35"E L=713.05' z m ` , POD 8 , 4P PC z m L=158.39 ♦ , Qy / �r' R=330.04' R=1000.00 / PT p 180.92' L=147.44' m n , I / w -n m ° I " R=100.00' w O r c' i ° " L=159.38' /< o/ P ti6 /� A=123 47 07 ° I I v m - Z A=9 04 30 ♦ r„ ,/oQ// s1 �r� 6. 1z m m m N40°27'23'W A=84 2839 cn m m ' `,: '=1000.00, °�� � � /i'Q�O ��w P� � C7 96.55' m O / A=9 07 55 / P Q m O m - - x , , 1C, 5/,�Q' o< o� 457� z �` N56°59'25".E !� 35°38'15"E 251 01' O 1 6)/ /`'SC O`P/ w OHO R=450 ra` 'A�� �8 252.15 \ w m m %` PT 0 aA I w0 / mim PNT 7'E w cam PN 4`58°1�2` d��� �'sS S9' P m Z °° w �\,,,'� � 72°25 a , = I�V� 2 ,, , - _ - f PC 1 F 49 �0 f P \ �ji fOn O 4:.: QG I II 85.11' FUTURE m l m / /'0� N (33b - m i - m i5 '/'C- / 10 .' "'cP° 44 42 45 E �+ i ♦ / P♦ off, ti �� Sri 1� mrz m m �' N72°15 1 PT _ -�� PT �� �/s� m O o �0 200,0E USE 2 ov` i `/y�Q�� o r / 129.90 PC ` L=413.25 L=526.71' awo awo N75°16'32'W j 4 SWT 1 t R=250.00' O� < FND 4'X4 FDOT O ♦ / �� N R=322.56' N17°34'13'W m I m t ° I II w 102.78 / �i CONC. MON. � N A=93°33'37" 188.15' 1 t 61 A=94 42 34 ! t _ ! _ „- p� % '� Si I'94612 69" N06008'05'VV C6 15 L=374 90 .� \ / m 83.09' NO2°30'58 VV it OR B.15356, PG 2616 R=450.00' N - - - - -~ \� PC PT 1 `��� `4 , js BENCHMARK 171.91' d o b ,� N89°50'55"E > �' o, ?2 2.29' NW t A=47 4403 / - \) �S° � 7 p�♦p'�,f / / o w P i t / 640.43 b- >� O '�, "'� p♦ / i/ z m L=199.64' t ,� " N -�` t� , z/ R=765.00' ( o c�i/ . \ °�0 �� ,��?,� �/' SOUTH LINE OF THE NE1/4 OF 6 A=14°57'09" PC t o' N44 42 45 E <,�� /�� r.:G� h� .�� 1�' '�^ ' ♦ /' I i t i / SEC. TWP 37S RGE 38 E 2 SOUTH LINE OF THE NW 1 /4 OF SEC.2, TWP 37S, RGE 38 E 17°28'07'VV 442.08' - _ _ _ _ _ _ _ _ _ ,� /z �� - - 54.22' _ - - _ _�8_ ��"90 - - ��/�,! _� �,_ _ _ _ _ _ _ - - - - - - - - 2 NORTH LINE OF THE SW 1/4 OF SEC.2, TWP 37S, RGE 38 E ° „ 5p NORTH LINE OF THE SE 1/4 OF SEC.2'TWP 37S RGE 38 E 2 1 NORTH LINE'OF THE SW 114 N N60 28 24 E�, / / N46°45'29"E SEC>1, TWP 37S, RGE 38 E �° s d ' 120.48' G-(6 i EAST QUARTER CORN �ER (p 144.53' C.E - SW L=285.57' Om OF SEC. 2, TWP. 37("S. m D o9 , �sd /, m O.R.B. 5395, PG 1849 R=730.00' I cn � RGE 38 E m m FND. IRON ROD &CAP o, A=22°24'50" 1 cm� -A CCR FILED N m "CARTER" CONSERVATION P O 1 N z POD 6 - m 4.26 S, 7.16 w TRACT 1 87.11' N51 °56'26'VV -'�' m m O / , ♦ / m n 174.87' m m N3800334"E 823.911% GRAPHIC SCALE -' �o �` i \rJ � Z I cn m X m N45° 13' 49"W ro'`i ,� r /' m i cv ' �� O I G) cn m m 75.00' �Ohr �/' ♦ ,/' cn I 400 0 200 400 800 u wFND. 4"X4" CONC. MON. ���//� i .- 11.96' ►'\ t cn m m FND. 4"X4" CONC. MON. m�S44° 46' 11'VV�75.00'r00 /� /' N89046'50'VV 100.90' �Ci �' t .I ° O I (SCALE IN FEET) 97.96' L-297 70' VOA i C.E 16 �/ _ AGW N45° 13 48'1N 135.00' 5��0��� / ,' 400' o O.R.B. 5356 / m C ` I O / /' m i L=87.98 R=446.00 Q / / w -'' SOUTH LINE OF N 1/2 , SW 114 ; S�44 46 11 'W / ° „ J `� PG 2616 * m 1 c )O.R.B.5 56 t 57.42' SEC. 2, TWP. 37 S, RGE. 38 E ♦ ♦ / =182.38 6=38 1440 �� � � � 210:00'� ,� /� A=27038'19" i /' 825.18' / PG 2616 1262.96' N89°48'03"E 1206.83' C (' ��'' 1275.05' S89°59'53'VV 2538.01' C.E 19 .73' S89°49'46'VV /'/ �/' USE #-ZFUTUR8 w PNT l ------ PLAT LIMITS 0 365 0111~' z �, o w FND. IRON PIPE & CAP "GCY" 0.10 N, 0.18 W 1339, 32' FND. 4 X4 o O.R.B. 5356 �t cn / I /' ' FUTURE i i co PG 2616 z rn 0 ♦ /' / i U3 01 Noo°11'o6"w o o o� . USE #7 ��G) xt o w o o w o p• // \F� D. 4"X4" mi a 44.53 m C2 00 )( w i SOUTH LINE OF N 1/2 , S 112, t °' x0/ CONC. MON. °' rn -SW 1/4 ;SEC. 2, TWP. 37 S, j �' m /1�0°' ♦ �' 0.2T SE m `� ♦ /' / S44°46'11'VV RGE. 38 E 269.06' / Jo213.02' 1298.84' . 141.57' ` Rx/ / D. IRON PIPE & CAP 3 , / , 1.8' W W CONC. MON. PLAT LIMITS ' N � 0.29' N s � ' FND. 4"X4" FDOT � UNPLATTED' LANDS °' s /' CONC. MON. o 10 ♦ ,' / /' 89.3' NE, 0.36' SE o C° FND. IRON PIPE & FND. 3"X3" CONC. MON. 1`}O �' / S00010'14"E 616.40' U) ' 0371S / I ) 2 CAP -ILLEGIBLE / �/ SOUTH LINE OF THE SW 114 OF SEC.2, TWP 37S, RGE 38 E SOUTH LINE OF THE SE 114 OF SEC.2, TWP 37S, RGE 38 E / / / 1 SOUTH LINE OF THE SW 114 OF SECA, TWP 37S, RGE 38 E / 2638.85' 2025.53' W\ � STA. 387+09.82 SOUTH QUARTER CORNER 1 1 . ' �' 1 12 SOUTHWEST QUARTER OF SEC. 2, TWP. 37 S. S89059'53'W 5277.70' SECTION CORNER SOUTHWEST QUARTER RGE 38 E SECTION CORNER FND. X4" F SEC. 1, TWP. 37 S. O CCR FILED CONC. MON. RGE 38 E LEGEND 0 = FOUND IRON ROD AND CAP 00 = FOUND IRON PIPE AND CAP 0 = PERMANENT CONTROL POINT SET NAIL AND DISK "FRS LB 4241 PCP" = FOUND 4"X4" CONCRETE MONUMENT NOT IDENTIFICATION ® = FOUND 3"X3" CONCRETE MONUMENT NOT IDENTIFICATION = SET�5/8" IRON ROD WITH PLASTIC CAP STAMPED "FRS LB 4241" = PERMANENT REFERENCE MONUMENT 5/8" IRON ROD WITH 2" ALUMINUM DISK/STAMPED"FRS LB 4241 FIRM" - SET/MAG NAIL AND DISK STAMPEE IL "FRS LB 4241 FIRM " V) m c 0 0 0 (,U L U c 0 c c 0 U 0 d 0 % J / N 0 SHEET 9 OF ZO PLAT BK 137 PG 10 CT1® l� NOT TO SCALE CTB 1/TO 6 AND 9© TB,7,10 AND 11® ® 4A ES75 60 © T2 FU1 S5 30 FU3-6 i T 2® ® 12 , ^ F®� FU4® SOLI BL'VD FU5 S1 /® ®= SHEET NUMBER (POD AND FU = FUTURE USE /KEYZMAP SHEET NUMBERS) CT = CONSERVATION TRACT CTB = CONSERVATION TRACT BUFFER <, Z/ LEGEND = FOUND IRON ROD AND CAP OO = FOUND IRON PIPE AND CAP = PERMANENT CONTROL POINT SET NAIL AND DISK "FRS LB 4241 PCP" = FOUND 4"X4" CONCRETE MONUMENT NOT IDENTIFICATION ® = FOUND 3"X3" CONCRETE MONUMENT NOT IDENTIFICATION 0 = SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED "FRS LAB 4241" = PERMANENT REFERENCE MONUMENT 5/8" IRON ROD WITH 2" ALUMINUM DISK STAMPED"FRS LB 4241 PRM" = SET MAG NAIL AND DISK STAMPED "FRS LB 4241 PRM " THIS INSTRUMENT WAS PREPARED BY GARY P. VOLLIAMS, PSM, PRESIDENT IN THE OFFICE OF F.R.S. & ASSOCIATES, INC. LAND SURVEYORS AND MAPPERS CERTIFICATE OF AUTHORIZATION NO. LB 4241 2257 VISTA PARKWAY, SUITE 4 WEST PALM BEACH, FLORIDA 33411 PHONE (561) 478-7178 Web Site: www.frssurvey.com SOUTH LINE OF SEC. 35, TWP. 36 S, RGE. 38 E `35 o ,-- NORTH LINE OF SEC. 2, TWP. 37 S, RGE. 38 E _.i' 2 SOUTH EAST CORNER 1 o SWT 3 I OF SEC. 35, TWP. 36 S. RGE 38 E t tom CCR FILEDPOD Q • A SUBDIVISION OF PORTIONS OF SECTIONS 23,25,26,35 AND 36 TOWNSHIP 36 SOUTH, RANGE 38 EAST AND PORTIONS OF SECTIONS 1, 21 AND 3 TOWNSHIP 37 SOUTH, RANGE 38 EAST ST. LUCIE COUNTY, FLORIDA t i i N EAST QUARTER FUTURE I CORNER I I USE #4 I OF SEC. 36 TWP. 36 S. -- -- -- -- RGE38E 20.0' LME j 3 I CA) CCR CCR FILED 1 J I 411 w I co w_ FND 4'X4" CONC. MON. W/PIN UNPLATTED LANDS POD 5 N00039'30"E 150.20' N82020'14"E r 02.26 FUTURE ' � USE #3 / S89020'30"E 50.00' m N00039'30"E 156.83' _ m i 70 L=134.79' I I o R=250.00' PT A=30°53'34" / ,' ♦ ,' / i /t f '/, '�, ♦ ',♦ /p tt PC N� r o ,/ m m t 4 m co�,' /� ' ♦ ,i m m -� P N77 CA) `L=199.03' ' 0 �, 333.07 °' �, �, ♦ ,/ R=250.00' �. .r PC--' L=2'07.16' ' Bcc � A=45036'53" ♦ ,r._ -��` ""=250.00' 92 "S? cn u,' ♦ ,� / / / ! A=47°28'40" g 1 / ♦ PTA Q 00 '51"E 223.01' / \ v N79°01'44"E 359.88' v°'-, �cni / /' , ♦ �i� / // C m O G) /'� ♦ /'� =115.-29}v SET MAG NAIL m m ,� ♦ ; ,' N w co 250.00 / AND DISC w (D )6025'19' / "FRS LB 4241" 1D. m m 1 PT 27.6' E �' :-4 ' ; ' ' !N // PC O 00 !� / SLo9s / ,- / 23' /jz PT S44046'11'1N / / /01 Je 00'/ / / 467.35' ,/ ♦ �/ - � 14" SEC. 36, TWP 36S, RGE 38 E TOWNSHIP 36 S 6 l �♦ /j SOUTH LINE OF THESE 1/4 OF 566.98' NORTH LINE OF THE NW 114 OF TOWNSHIP 37 SA /"` v �� _� SEC!36, TWP 36S, RGE 38.E ^! / �� � � SOUTH EAST CORNER SECA, TWP 37S, RGE 38 E ,ey<i P_ NORTH LINE OF THE NE 1/4 OF S89° 01' 22"E OF SEC. 36, TWP. 36 S. SEC. 1, TW37S, RGE 38 E O / 421.74 , '� 6 P RGE 38 E L=197.09' /✓�� ^'��// x0 / , ♦ / CCR FILED R=500,00' ♦�� '�� / �b0 \/ ,/ / ,/ POD 7 0=22°35'07" / ♦ / �. .�.- P// POD 10 T g / R=468.53' o / �o o ° „ 9 AND 11 4 0=22 4507 PC I \10 ��0 m N44°53'46"E 16,05' N67°38' 3'E 182%.59' O "�P 1W.co cl) , P 411 ilk1, / / t `� z Z ti t °e h / i �/ 5 / �% m,.m�'" 1 1; N44°53'46"E 620.01� ,/ ♦/ /0�� O O. O.R.B. 5356, PG 2616 cnco `f // // �� o FND 5/8 IRON ROD x�p /G,/��♦ G �h��G t m m 0.55 NW O ,IGJ/'�-t 'i 'C�� Q m m OD ry 1 It ,,/ //,y ♦PQ/OQ� , ^. PL m lm w w 10.aGP,ir, �1$KDE ,'�0�,c / POD 8 �0O 0 N1� 4: 15pm Omm 10 C)p,/ m am, OD OD r1r ♦ i /' m m 10o'Pv / ♦ �zr o / / /, I� ao at / / /�'' �S� m m I O O ♦ /' / /' z z p 4i �, v�'q y m -n x0 , /' i m m / 6s mz �IO♦ / n I n 0 !7 ww m , // V ,� 0) el I- �5 ' t r; 20. 0, C.E.15 O.R B. 5356, PG 2616 p�//' Ile WEST QUARTER f CORNER f OF SEC. 1, TWP. 37 S. RGE 38 E FUTURE USE #2 CCR FILED SOUTH LINE OF THE NW 114 - OF SEC. 1, TWP 37S, RGE 38 E -� - POD 6� m / 44046'11 "W 620.00' w w FND 4"X4" FDOT CD I 300 CONC. MON. �^ / �s / m m "941312 69"of ' / o BENCHMARK 2.29' NW / ♦ / I SOUTH LINE OF THE NE1/4 OF SECA, TWP 37S, RGE 38 E t- -- -- -- -- -- -- -- ---- -- -- -- -- / / / PLAT BOOK PAGE C SCALE 50 300 600 ALE IN FEET) 1" = 300 / SHEET 10 OF 20 20 D_ 00 K) 6n I Ln N a N 0 z En I w rz I Q J EL U Q a, 0 0 0 / U a ,a 0 c a� 0 a J 0 -a a O / 3 a 0 PLAT BK 137 PG 11 CT1 S1 j" NOT TO SCALE /CTB 1 TO AND SIM / TB 710 AND 119173 ® 4A S5 6® © T2 lFU10/ 3 S6 FU3-6 / ® T 2© \ .16 i F®® SOLI BLVD F175 S16 \ FUS S1 / ®®® ® ®= SHEET NUMBER KEY/MAP (POD AND FU = FUTURE USE / SHEET NUMBERS) CT = CONSERVATION TRACT// CTB = CONSERVATION TRACT BUFFER J i v UN�LATTED LANDS PLAT LIMITS I 00010'43"E 664.75' z Co Q � cn cn G) m o A m Co - mom w W� o N .... N n m 21 °41'21'W 40.76' A 1\111°38'11"E 3.75' O RAI n I D Lz m m 0 OK F PULJ A SUBDIVISION OF PORTIONS OF SECTIONS 23,25,26,35 AND 36 TOWNSHIP 36 SOUTH, RANG AND PORTIONS OF SECTIONS 1, 21 AND 3 TOWNSHIP 37 SOUTH, RANGE 38 BAST ST. LUCIE COUNTY, FLORIDA Parcel Line and Curve Table Line #/Curve # I Bearing/Delta Length Radius C35 / 038-01-54X 89.61' �135.00 C36 / 107 50'08" /611.66 �325.00 / C37/ 032� 6-21" (,506.93' 900.00 C38 038'01'54" 99;57' A150.00- / C39 /037'42'53" 339.73' 516�11 C40 015 01'52" 156�26' 595.64, C41 / /008*13'52" /85.57/ 5956,4' C43/ 021'02'05" 168.88' 460.00 C44 / 019827'08" 156.17' 460.00' V Parcel Line and Curve Table Line #/Curve # Bearing/Delta Length Radius C45 001 *50*06" 85.51 2670.00 L30 N 74'44'49"E 6.61' L31 N36'53'17"E 16.65' L32 N89'48'03"E 296.55' v / L33' N00'11'06"W 29.54' �34 S85'36'15"E 11.97' L35 N88'28'38"E 5.60' L36 N86'38'11"W 18.24' L37 N60'28'24"E 108.35' E 38 EAST THIS INSTRUMENT WAS PREPARED BY Parcel Line and Curve Table Line #/Curve # Bearing/Delta Length Radius L38 N02030'58"1N 171.43' L39 N06008'05"IN 81.11' L40 N17"34*13"W 171.65' L41 S72'25'47"W 164.83' L42 S27'29'09"W 169.54' L43 S10'32'45"E 103.57' L44 N10'3245"1N 103.57' L45 N2729'09"E 169.54' L59 N04'53'03"W 102.36' I 1 UNPLATTED LANDS ZJ I WEST QUARTER -0-I -AW 00°05'57"'W 36.31' ; CORNER RNER SOUTHWEST SECTIONCORNER N00005'57'W 260. 3' C o ° 0; A6020"59"E 18.00' OF SEC. 2, TWP. 37 S. RGE 38 E OF SEC. 35, TWP. 36 S. RGE 38 E / CCR FILED GARY P. WILLIAMS, PSM, PRESIDENT IN THE OFFICE OF F.R.S. & ASSOCIATES, INC. LAND SURVEYORS AND MAPPERS CERTIFICATE OF AUTHORIZATION NO. LB 4241 2257 VISTA PARKWAY, SUITE 4 WEST PALM BEACH, FLORIDA 33411 PHONE (561) 478-7178 Web Site: www.frssurvey.com Parcel Line and Curve Table Line #/Curve # Bearing/Delta Length Radius L60 N30'40'22"IN 54.06' L61 N17'35146"IN 72.86' L62 S17'35'46"E 77.69' L63 S30'40'22"E 63.09' L64 N85402'18"E 5.00' L65 S03'06'04"E 325.88' L66 S86'39'13"IN 25.15' L67 N38'30'46"1N 0.68' L68 N85'03'50"E 35.65' I GRAPHIC SCALE 300 0 150 300 600 (SCALE IN FEET) 1" = 300 EAST LINE -OFSEC. 34, TWP. 37 S, RGE. 38 E WEST LINE OF SEC. 35, TWP. 37 S, RGE. 38 E �L=58.18 ° R=18z38, I ��^��°` UNPLATTED LANDS =18'16'36"1 rJ 0 z I '� CB=N75°11'33'VV 0 1 0 L=270.78' CD=57.93' CTB #3 I R=415.00' w w° 0=37°23'03"� ­4 V L=391.32 _ \ Nz CB=N161905 3° PLAT LIMITSOD z R=315.00 7 0m N00048'40"ECDI0 A=71°10'41NO2°2226W CD=266.00 00L=13.49' 0q'� "P 231.19\ IN o CB=N375T46W R=915.00" 7718.51' w m(=I = C.E- SW CD=366.64' 2'26"EO A=0°502NrN`> m m CC) 231.19' CB-N35°25'58"E ° Cf)zO.R.B.,PG 1849 z L=260.99 Z510 / I CONSERVATION R=400.00' �P Pc L=501.89' TRACT 1 A=372303� R=915.00' OCB=S161905W _0m O =312539 CD=256.38 Lo- CB=N51°3408"Eo C m nO IL=122.15. �o CD=495.62' ' Tn S70052'39"E 18.15' N I ^� R=135.00' n e" °�''r,°' R=300.00' _ _ "�I C.E- Sine I N56012'29"E 99.95' r� L3 S67°50'47"E 23.65' -S� I A=51 °50'32" A=71 °10'41" r r N01 057'24"E L31 L=268.76' CB=N47°3T51'V1/ CB=S37°5T46"E m m O.R.B. 5395, PG 1849 NO2°520$ W 176.10' Al 048' 3"W 327.97' W I w PC O 0 PT CONSERVATION 6o1 ' Q� R=461.00 -41 -4 CD=118.03 CD=349.18 w 15.0 W A-33°24'11" � I L=135.72' m m Ns ��'o TRACT 1 N CB=N16°30'59"E 35 R=150.00' n n> ? 6? I I CTB #4 L33 CD=264.97' m m 59Z=51 °50'32" N A `� i rn F- CCoo 0�23� 1Jq CB=S47°37'51 "E --� '-' ° _j . 34 m' m r12� 4 ,� 545. CD=131.14' L=225.99 2� N33038'19"EPC "'cr 00°1 T06"E 44.53' i 35 R=337.56' S21°Q235 L= 3.09' A 324220'103" I 107.30' $ �� Q L=291.44 A=93°23'13" Z 12 CB=N11 18 03 E � � L=268.98' r rn -{ R=185.00' M C.E 20 I �" � R=745.00 CB-N60°30'25"W 'a CD=222.99 � L=639.90 � R=446.00 C.E 17" i 1-16 = 0 A=38°07'15" G7 O 0 O.R.B. 5356 A=34°33'16" 0=22°24'50" CD=491.28' m O R=340.00' -n�z -n co O.R.B. 5356 ��� CB=N49°15'59"E L=526.71' CB=N29°36'22"W In �*;° ° I O PG 2616 CB=S17°05'32 VV .PG 2616 S� Sr Q qq C38 �, U A=107 50 00 _ W A W c L67 0 �� �` �° CD=289.59' R=322.56' CD=120.83' w ° m I m- i CD=264.92' I ` `� ��' �� ° Q3 �qs m rn CB=S58 4803E n -�\ n = Ma 68 i q A=93 33 37 L CD=549 55 = I �,, ,- 69 sr �, I < PC w z - U 45 1'L sp, L=203.56' CB=S60°24'43"E �� C35 q2 L59 cn - z r R=780.00' CD=470.11 ' �'4° PC --1 m I -� m a PNT O L=113.11' PT O L65 }' 0=14°57'09" "- R=170.00' ° �, O , L66 a r-, p SO4 53 03 E 102.36 0 C.E 16 CB=N09°59'32"W r `"N °s-' 6� h ° L=15.36' � -I/ rn -� •-1 cis o O.R.B. 5356 �`� CD=202.98' A °C' ` % ti� °� ` A=38 0715 R=415.00 _ - r- C� •Q� 04, 5� D`1' CB=S29°36'22"E p-2°07'14" �m I m Q _ PG 2616 L�285.5T 0�,� L38 L39 �Qp Z e CD=111.03' z '- `�� R=730.00' °20 PT `s PT CB=S03'49'26"E m � W A=22°24'S0" �' PC N1Z 9 5 PC ° „ L=473.98 SOUTH QUARTER CD=15.36' C)oA wi� s rn Q2 S17 3413E 188.15 R=895.00 m I m 0 CB=S49°15'S9"W o° `�-� OZ' E ° A-30°20'36" CORNER OF L=219.10 I C r' ° S06 08 05 E 83.09 CD=283.76' �'o P 517 p8' SEC. 35, TWP. 36 S. R=415.00' N52°33'10"E � ° CB=N63°50'18'1N RGE 38 E A=30°14'58" 15.00, I POD 4A - � v� Q�' S02 30 58 E 171.91 CD-468.46' R 880 00' C L=199.64' a-30°20'36" CCR FILED CB=S12°21'40'1N R=765.00' - CD=216.57' CB=S63°50'18"E �0' '' EAST LINE OF THE NW 114 OF SEC.35, TWP 36S, RGE 38 E EAST LINE OF THE SW 1/4 A=14°5T09" EAST LINE OF THE NW 1/4 N79°00'35'W o ��`' EAST LINE OF THE SW 114 OF SEC.35, TWP 36S RGE 38 E _ _ - - - - - - - - - - ° OF SEC.2, TWP 37S, RGE 38 E _ _ _ _ CB=S09059'32"E OF SEC.2, TWP 37S, RGE 38 E 180.92' PC CD=460.61' �,� - - �5 �r� _ _ _ _ _ _ _ _ _ - - -�- - = - - - - - - - - - - - 0 WEST LINE OF THE NE 1/4 OF SEC.35, TWP 36S, RGE 38 E - - - - - - 08'-�g 5�6 - G WEST LINE OF THE SE 114 OF SEC.35, �1NP 36S, R�38 E,-_ WEST LINE OF THE SE 114 WEST LINE OF THE NE 114 S79°00'35"E °O� O I OF SEC.2, TWP 37S, RGE 38 E OF SEC.2, TWP 37S, RGE 38 E 183 78' O O / CL 3� ti°' 2 NO2°42'09'W C� n °O� �'� i POD 6 I S21047'36'W 288.64' PT l 6 4!P 'AL- ,fl�/ �� 15.27' C39 cQp C41 POD 4B sow r-- C.E 13 S02°42'09"E �6 �� L62 �O,L ���1 j C.E 12 y .R.B.5356, 277.89' 3p i r PG 261B �QU - ,A9 Q,A O.R.B. 5356, PG 2616 S51°41'20'W 18.45' L=339.49' L-237A8' '�----� R=501.11' R=580.64' Q u 6=38049'02" A=23023'39" O 0 C.E 15 CB=S16°42'22'W CB=S1 301 1'29"E O.R.B. 5356, PG 2616 ` CD=333.04' CD=235.43' ��. �SHEET 110F 20 0 PLAT BOOK 13:J_ PAGE ll LEGEND �O = FOUND IRON ROD AND CAP 0 = FOUND IRON PIPE AND CAP = PERMANENT CONTROL POINT SET NAIL AND DISK "FRS LB 4241 PCP" = FOUND 4"X4" CONCRETE MONUMENT NOT IDENTIFICATION ® = FOUND 3"X3" CONCRETE MONUMENT NOT IDENTIFICATION = SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED "FRS LB 4241" = PERMANENT REFERENCE MONUMENT 5/8" IRON ROD WITH 2" ALUMINUM DISK STAMPED"FRS LB 4241 PRM" = SET MAG NAIL AND DISK STAMPED "FRS LB 4241 PRM " Parcel Line and Curve Table Line #/Curve # Bearing/Delta Length Radius L69 N04'56'10"IN 31.35' L70 NO3'06'04"W 207.519 CCR FILED 1 SOt)°05'S7"E N00004'28'W 1319.82' EAST LINE OF SEC. 3, TWP. 37 S, RGE. 38 E N00008'05'W 2773:08' / 332.38' WEST LINE OF SEC. 2, TWP. 37 S, RGE. 38 E 1316.04' 1457 04' D557" E 84.16' Iw SECTION 3 ACTION 2 ��tV,, -PLAT LIMITS 943.20" 943.20" PLAT BK 137 PG 12 V UN LATTED LAND i i PEAT LIMITS II, N00010'43"E 664.75' �1 cf) cf) m m 2 W -:E 2 T, mmr -� n m z � (DO wy1 IJ n� U N' cn m A m Ili 3, r A SUBDIVISION OF PORTIONS OF SECTIONS 23,25,26,35 AND 36 TOWNSHIP 36 SOUTH, RANGE 38 EAST AND PORTIONS OF SECTIONS 1, 21 AND 3 TOWNSHIP 37 SOUTH, RANGE 38 EAST ST. LUCIE COUNTY, FLORIDA 'LATTED LANDS 0 N_ A ( WEST QUARTER L20 0 CORNER L203 n ' SOUTHWEST SECTION CORNER OF SEC. 2, TWP. 37 S. '05'57"E VEAST RGE 38EOF SEC. 35, TWP. 36 S/RGE 38 E 30 73' N 01CCR FILED CCR FILED O0 N00°04'28"W 1319.82' LINE OF SEC. 3, TWP. 37 S, RGE. 38 E N00008'05'W 2773:08'./� PLAT LIMITS N00°33'41"W 1886.39' o WEST LINE OF SEC. 2, TWP. 37 S, RGE. 38 E 1316.04' 1457.04 943.20" :4 L213 co L=29.80' i R=182.38' A=9°21'43„ CB=N89°00'42'W z , Cn CD=29.77' ; C L 27Q� cn r I r �'�� Q 3 � 1S. 0, o• 00 m m C.E- SW ,30,�0�°�,�' „E CB=S?6°7g3'03, L=13.49 O O.R.B. 5395, ,� 'ro l `zE 06, o PG 1849 Q-'' ��oh 6 6 b, C . 6 Op, !'L A=0150' CA CONSERVATION d � ,,f� ° CB=S35°25'58'w z TRACT 1 G�OUO Sat 22 26 E CD=13.49' 231.19' / sus° 190, 15.0' CTB #3 O O 8>�'L tS's ;''7 `��cS �O (n 0 LU Z cCn �� 7u��� = 00- �, ) I n O N � -1/ FOS 00i9= -� rqL21 12 L20 11 I G m m U)'CF) O -n rn0 15.0' CTB #4 qry m m cT ° m I O �' q n n CD L=89.61' r� w ww i wm R=135.00' 08 07 m m 3� E D' g� ,►�'� 0=38°01'54' 2 ° �. �, ►�°� l- 1 �2 CB=N08°28'12"E u, � S00011'06"E 29.54' i 04 0q 1\ f v , S2 CD=87.97' � rn 15.0' CTS#5 h r °ry q C L=113.11' - Sn L=268'76' L206 � � � I/ Cb o C^ R=170.00' ° 45"�`i O ; R=461.00 n co 11 A=38'07'15" N10 32 Ai?>o m m 4, _ A=33°24'11" C.E 17 Sps° h a a o j O.R.B. 5356 i� ' CB=N29°36'22' W 1p3'ST 769 909" w c' o co CB=S16°30'59'W I 05 Op, G,�� w U F m qq ago�q �� PG 2616 O U CD=111.03 m '' ^ ° Cb q CD=264.97' ��i `�` g ho '' �o a S06°08'05"E 81.11' Cp', GOO C.E 16 `�` S02°30'58"E 171.43' w na �� L=219.10 04053'03"W 102.36' O.R.B. 5356 � I R=415.00' =30°14'58" L=15.36' PG 2616 �iCe\Q�� " '�'Q S60°2k4"W 13,.E m CB=N12°21'40"E R=415.00' ; C,OS4 2? o p 108.35' 43 56 Sg5 4q�^� . CD=216.5T o A=2°0T14" ^ .` �? j Q. O. L=2 00, 1'i1 ca �q. q q �o r CB=NO3'49'26"W ? a0. a °�, h O , cS�sfl0 1i°28'0� R Aq°57'09" o q �'b SOUTH QUARTER CD=15.36 S A2995 So9°59'32"E �Q„ Z �� CORNER OF G�GQ�202.98' SEC. 35, TWP. 36 S. S52°33'10'W 15.00' U RGE 38E CCR FILED EAST LINE OF THE SW1l4OF SEC.2,TWP37S,RGE 38E EAST LINE OF THE NW 1 /4 OF SEC.2 P 37S, RGE 38 E _ _ TWP _ � _ __ __ __ __ __ w __ Og WEST LINE OF THE SE 1/4 OF SEC.2 TWP 37S RGE 38 E WEST_LINE_ OF_THE_ NE_ _ 1 /4 OF SE_C.2, TW-_P 37S, RGE__ 38 E oq C.E 14 N �' �' O.R.B. 5356 ° o ' z PG 2616 S02 S30040'22"E Cj, m POD s I 288.64B.64 ' 54.06' 01 `�- S17035'46"E 72.86' S21 °47'36' W 136.82' L=339.73' r S01 °48'22"W 215171' R=516.11 L=85.57 0=37°42'53" R=595.64' � / L=156.26 1 S51041'20"W 41.01CB=S16°09'18'W 0=8°13'52" �- ^� CD=333.63' R=595, 2; CB=S05'48'54"E C.E 15 � �=15 01 52 j O.R.B. 5356, PG 2616 CB=S17°26'46"E CD=85.50, CD=155.81' THIS INSTRUMENT WAS PREPARED BY GARY P. WILLIAMS, PSM, PRESIDENT IN THE OFFICE OF F.R.S. & ASSOCIATES, INC. LAND SURVEYORS AND MAPPERS CERTIFICATE OF AUTHORIZATION NO. LB 4241 2257 VISTA PARKWAY, SUITE 4 WEST PALM BEACH, FLORIDA 33411 PHONE (561) 478-7178 Web Site: www.frssurvey.com LEGEND © = FOUND IRON ROD AND CAP 0 = FOUND IRON PIPE AND CAP = PERMANENT CONTROL POINT SET NAIL AND DISK "FRS LB 4241 PCP" = FOUND 4"X4" CONCRETE MONUMENT NOT IDENTIFICATION ® = FOUND 3"X3" CONCRETE MONUMENT NOT IDENTIFICATION = SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED "FRS LB 4241" = PERMANENT REFERENCE MONUMENT 5/8" IRON ROD WITH 2" ALUMINUM DISK STAMPED"FRS LB 4241 PRM" = SET MAG NAIL AND DISK STAMPED "FRS LB 4241 PRM " PLAT BOOK PAGE � 2" Parcel Line and Curve Table Line #/Curve # Bearing/Delta Length Radius L200 S56'20'59"Yy 129.33' L201 S00'05'57"E 36.31' L202 S21'41'21 "E 54.21' L203 S11'38'11"W 98.07' L204 S86'38'11"E 27.94' L205 S21'03'03"E 57.90' L206 S49'39'15"W 71.89' L207 S88'28'38"W 60.47' L208 N85'36'15"W 11.97' L209 S36'53'17"W 16.65' L210 S74044'49"Y( 29.29' L211 N67'50'47"W 39.14' L212 N70'52'39"W 18.15' L213 S56'20'59"W 60.74' L214 S89 46-50"E 97.96' i EAST LINE OF SEC. 34, TWP. 37 S, RGE. 38 E 943.20" WEST LINE OF SEC. 35, TWP. 37 S, RGE. 38 E i �h 0�� UNPLATTED LANDS CID Z ' � w w ° o I ti3p PLAT LIMITS N ?q� 048 O r; N00°48'40"E 718.51' 1 > 0 Z z 0 � o � rn o 0- Cn j C.E- SW\ � r N O.R.B. 5395, PG 1849 co N01 °57'24"E 176.10' N33038'19"E 107.30' CONSERVATION i 560 12'29"E 99.95' o>, TRACT 1 ' ° 2'07'W 601.78' 3635,4� � NO2 5 � I i Z F- a Q sws CL S0302707"E 632.57' C 6 po 02) ~ U 2' F? Sp m < 62dap' d - 6,9SO �� ~ CB=S3 6000, CD_S °0,>, 7S, Off° p0�0 0 .6'�5' O) o ° 315 6� ` O I C.E 2� ° 0001 OW 6ga.40 S07 3106„w L= Op 0 z O n �-" $60 p0, 110.54' R `355' 30 �nl� m C-i O.P.B. 5356, PG 2616 0 0 =50°5ro -1..�3` �mj -1 0 p%515a1g 00„E C6=S17°Ors-6 W C i(p z # Ges O,6gg.11 CDs3 m -'m co O OI/m n W 0) POD A � / O I m�� C m C S38°08'29"E 49.23' ��''�-_I co _m _ _ EAST LINE OFyTHE NW 1/,4 OF SEC.35, TWP 36S, RGE 38 E EAST LINE OF THE SW 114 OF SEC.35, TWP 36S, RGE 38 E m _ o WEST LINE OF THE SE 1/4 OF SEC.35, TWP 36S, R EG 38 E WEST LINE OF THE NE 1/4 OF SEC.35, TWP 36S, RGE 38 E CD C 00 C% C.E 12 ; - >,p9 `O 'p� O.R.B. 5356, PG 2616 I f Sz 0� i SHEET 12 OF 20 0 J PLAT BK 137 PG 13 n CT1® """ /NOT TO SCALE CTB 1 TO 6 AND 9® TB 7,10 AND 11 ® 4A©' 6® 413 T FU1 S5 / 30 FU3-6 ® T / \ ' 5®� 2 rS75 FU2ES ® �;>> 12 1®/ FU3-6EM, FU4® SOLI BLVD' 1® Im FU6® ® MGM ®= SHEET NUMBER FU = FUTURE USE CT = CONSERVATION TRACT CTB = CONSERVATION TRACT B KEY MAP (POD AND /8Hr-=;:iT NUMBERS) FFER Parcel Line nd Curve Table Line 0/Curve # Bearing%Delta Length Radius 1050 066048'14" 274.00' 235.00 C51 044'38'06" 148.02' 190.00 C52 031'32'41" 169.02' 307.00 C53 057140'50" 110.74' 110.00 �C54 028'48'31" 128.22' 255.00 C55 028'48'31" 135.76' 270.00 C56 057'40'50" 125,84' 125.00 C57 031'3241" 160.76' 292.00 C58 044038*06" 159.70' 205.00 L70 S81I0'34"E 240.50' 1 C.E 10 ;< j O.R.B. 5356 W PG 2616 -� + k MO ----------- O LINE OF THE NE 114 OF 1 8EC.35, TWP 36S, RGE 38 SWT 5 l' -SOUTH NORTH LINE OF THE SE 114 OF _I _ SEC.35, TWP 36S, RGE 38 I WEST Q ARTER 1 I + POD CORNER t 1 1 A OF SEC. 36 TWP. 36 S. RGE 38 E � tl. 0 On - A SUBDIVISION OF PORTIONS OF SECTIONS 23,25,26,35 AND 36 TOWNSHIP 36 SOUTH, RANGE 38 EAST AND PORTIONS OF SECTIONS 7, 21 AND 3 TOWNSHIP 37 SOUTH, RANGE 38 EAST ST. LUCIE COUNTY, FLORIDA 02 Parcel Lin and Cur v`e`--J able\ /Line #/Curves#' Bearing/Delta Length N Radius / L71 / N54'11'20"E 96.54' 1 1 I L72/ N 85-44-01 "E 85.04' I L73 N28'03'10"E 49.85' 1 L74, S28-03-10"W 49.85' \L75 \ S85-44-01 "W 85.04'� / t76 \ S54'11'20"W 96 54' / L77\ N81-10-34"--W' 240.50'/ L78 --N38'3 5'05"E -39 47' L79 N20'03'37"E 204.29' / LBO N89'11'07"E 123.55' / CCR FILED• < � � 1 � i C.E 11 t3+ 1 L=54.98' �0. O.R.B. 5356, PG 2616 R=230.00' 0 N85018'53" E A=13°41'51" ,5g'E 21.09- - CB=N64°44'03'E NZ1°3A SO + i CD=54.85'5q6 59' WILDLIFE CORRIDOR O.R.B. 5395, PG 1849 CONSERVATION TRACT 4 L=38.68' R=485.00' A=4°34'08" i i gg - L=329.30' CD=38.67 7 54'VV I R=433.35' LO�O016 A=43032'21 " • CB=S58°59'33"E CD=321.44' i L=332.20' C.E- CW R=418.35' s� O.R.B. 5395, PG 1849 A=45°29'52" + 2 CONSERVATION TRACT 2 i CB=N59°58'18'W CD=323.54'��,�/��� `oZL N14°23 0'V 5 OC t 'i L=635.95' R=1175.00' t O G A=31 °00'37" ��. CB=S20°47'45"E L=628.18, CD= 628. 21' R=1160.00, 0=31 001'40" CB=N20046'53"W CD=620.53' S82°54'39"W 15.Oil SOUTH LINE OF SEC. 35, TWP. 36 S, RGE. 38 E - NORTH LINE OF SEC. 2, TWP. 37 S, RGE. 38 E SOUTH EAST CORNER -� OF SEC. 35, TWP. 36 S. RGE 38 E CCR FILED POD B Parcel Line and Curve Table Line #/Curve # Bearing/Delta Length Radius L81 S00'53'46"W 15.01' L82 S89'11'07"W 123.11' L83,,,- H2O"03'37"W 206.73' L84 S38'35'05"W 41.92' 0 w w �. co c co ww (y) co cM 1 U U rJj cwn \ C.E 9 Z z �� O.R.B. 5356 PG 2616 I J , � F- U) U) w 3 36 _ SOUTH LINE OF THE NW 114 OF SEC_36, TWP 36S, RGE 38 E NORTH LINE OF THE SW 114 OF SEC.36, TWP 36S, RGE 38 E I II 1 i `I i C.E- CE l O.R.B. 5395, PG 1849 I CONSERVATION TRACT 3 L=319.71' R=265.00' I r A=69°07'30" t CB=N54°37'22"E -< CD=300.67' i I C 4 --,g D �9, CO,9. SBj��;, 1 S75°35,pg"�N C.-62 3gO'N R'40 86 A=9 , 0 �. Gg= 0 0? 0- N59D, �, ..^• ..y do _ 1 SWT 4 1 7S of L80 L=301.61' R=250.00' A=69°07'30" CO CB=S54°37'22'W w CD=283.65' m D L=408.77' cn O �O R=250.00' r L=440.56' 0=93°40'59" z R=265.00' CB=S08°15'25"E p i A=95°15'13" CD=364.73' -n CB=N09°01'16'W S55005'54"E 22.27' CD=391.55' 08008'03"E 16.80' ITcn I S55005'54"E ' 271.54 S80°07'00"' W 21.29 ° S64 0352E 72.97 O m I #1� N55°05'54' cn C�8 265.15' n N64003'52'W 64.90' ?r w w N `r° v �S14022'20"E 281.81' o0 S00°32'08'W 21.72' oo co CD� POD 7 S45001'13"E 10.96' z C54 S14022'20"E 117.89' L7 `" v m, L72 w i m G52 G56 I 1N G51 0 L75 SOUTH LINE OF SEC. 36, TWP. 36 S, RGE. 38 E 36 / NORTH LINE OF SEC. 1, TWP. 37 S, RGE. 38 E SOUTH QUARTER CORNER ♦I �/ OF SEC. 36, TWP. 36 S. RGE 38 E / CCR FILED SWT 2 r ' N88030'58"E ` ,. POD 1 70; 02' ° °' ^ 30 • SOUTH LINE OF SEC. 2WP 5, T. 36 SRGE. 38 E i NORTH LINE OF SEC. 36,�TWP. 36 S, RGE. 38 E 31 NORTH EAST 1 �' .. SECTION CORNER j C OF SEC. 36 TWP. 36 S. 1 I RGE 38 E 1 Z z CD 0 CCR FILED 1 I o f C r o C.E 5 �� 2y O' UE 01 D ^,, ^ O.R.R. 5356, PG 2616,, 1 CA 15co -c"OLI BOULEVARD 11R-1 " V / r r I z L=48.76' I =1110.00' I D D A=2°31'01" i m G) m C I w� J I mm POD 12 -7 I I CDC (n o I S 0 1 ° 0 N I m G) m Ioil � I m m C ; w �- Ut Z C/) ; OD m o I I 0) I I 20.0' UE--1 r I I � PT� S89059'56'W 605.59' ' �-� 70.0' R=50.00' I A=89°59'40,,_SWT 12 St QUAR ER CORNER 1 OF SEC. 36 TWP. 36 S. RGE 38 E I POD 5 I I CCR FILED I 20.0' LME 1 \ SOUTH•L'INE OF THE NE 114 OF/SEC_36/TWP 36S, RGE 38 E I _ _ I _ _FUTURE _ 1 NORTH LINE OFF THE SE 1 /4 OF SEC,36, TWP 36S, RGE 38 E I I USE 9 5 1 rn S89°58' 12 E \ PC Z358.00" I w 6 p� 00 w\ p40� S89°58:12"E01 O�' 179181' /FND.IRON PIPE & CAP. X "GCY" a c T cb I1 PC C w S89050'14"W v N 202.26' o o ov m o 00 o w 01 z o cn m o M N m m U) cn o uO OD �� r r CD r- j Z 2"', ( I U) A �!n I� m m N89020'30"W 48. 'k i N89°20'30'vv Vrnrni� CO" •O' O 50.00' 111 m m n n rn / w I (A) CA) 00 POD 7 W - co o_ �? cn cn / ;U X SWT2 co w m m ss�co S77 0T POD 9 333 SOUTH EAST CORNER z OF SEC. 36, TWP. 36 S. / !�, RGE 38 E i' CCR FILED SET #5 IRON ROD AND CAP// "FRS LB 42)4m" / i� PLAT BOOK PAGE �3 THIS INSTRUMENT WAS PREPARED BY LEGEND O = FOUND IRON ROD AND CAP �O = FOUND IRON PIPE AND CAP Q = PERMANENT CONTROL POINT SET NAIL AND DISK "FRS LB 4241 PCP" = FOUND 4"X4" CONCRETE MONUMENT NOT IDENTIFICATION ® = FOUND 3"X3" CONCRETE MONUMENT NOT IDENTIFICATION = SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED "FRS LB 4241" = PERMANENT REFERENCE MONUMENT 5/8" IRON ROD WITH 2" ALUMINUM DISK STAMPED"FRS LB 4241 PRM" = SET MAG NAIL AND DISK STAMPED "FRS LB 4241 PRM " GRAPHIC SCALE 300 0 150 300 600 (SCALE IN FEET) 1" = 300 POD 6 PLAT LIMITS--` C.E 19 O.R.B. 5356 PG 2616 PLAT LI CL co 7 M D m S45013'49"E s-0, �i cn FUTURE 210.00' � s r �1 m m USE i x�0i� N O p J�J� S R~�� ♦ i N m U)N44°46'11"E Q 5� �s �' ♦ �' r` (� n 210.00' ♦ .��, ,� N ♦ p ��� PLAT LIMITS �OD�1 ,i�,� ro,0 X N45013'49'W m Im 210,00' ♦ �� `G4` co cj i / i O OD 001 rp 01 � 5 0 � 5 � G♦ O Ali^,V � / Q i ♦ fix'' i� p�� �� ' O�pQ 0 J C) w 0 FUTURE �� USE 8 ass s S45°13'49"E m m N44°46'11-"E 75.00 �( gyp, FUTURE 75.00' '�O�'i ♦ ;� i n nUSE #7-� /� ♦ �� j /N45-13 75.00' S44046' 11 Nv a w I j �,75,00' 1 MITS ` r, \pCDPLAT LIMITS ' , ;i0l 01 �� t���o00 h 000F\G) OFnf 3 �, P P �, ����10 - m ,� ,Q� ^O w C.E19 ��^ 09�� Pg �� cjco /j G� J O.R.B. 5356 - ° u a� 'PG 2616 � g�♦ .4, J� O ,,p' QG�QQ ♦ C jfPOQi'!C SOP J' p ` ^ ' ��o° SHEET 13 OF 10 PLAT BK 137 PG 14 n NOT TO SCALE 'IF j \ FU2 CT1®x �CTB 1 TO 6 AND 9© TB /7,10 AND 11© FU3-6� LFU4® SOLI BLVD F U 5 ®= SHEET NUMBER (POD AND FU = FUTURE USE /KEYMAP 81 EET NUMBERS) CT = CONSERVATION TRACT CTB = CONSERVATION TRACT BUFFER /,/ Parcel Line and Curve Table Line #/Curve # Bearing/Delta Length Radius C1121 015'58137" 248.18' 890.00 C113 014'23'50" 278.92' 1110.00 C114 014623*50" 223.64' 890.00 C115 010*00*25" 155,44' 890.00 C117 028'48'31" 128.220 255.00 C118 057'40'50" 110.74' 110.00 C119 031'32'41" 169.02' 307.00 C120 044'38'06" 148.02' 190.00 C121 066048'14" 274.00' 235.00 L215 S00600'00"E 131.94' L216 S66023'07"E 17.88' L217 S13'40'50"W 69.28' L218 S00'00'00"E 311.80' L219 N14'23'50"1N 4,88' L220 S88024'36"1N 56.97' L221 N78'41'52"1N 43.56' t t ' N48036'48"E 2000.19' �` • L=114.46' R=174.00' C.E 6 A=37°41'23"� 0 AY AMA a N Awn R- A P mum D OAft RlwuE ^ H rk: A SUBDIVISION OF PORTIONS OF SECTIONS 23,25,26,35 AND 36 TOWNSHIP 36 SOUTH, RANGE 38 EAST AND PORTIONS OF SECTIONS 1, 21 AND 3 TOWNSHIP 37 SOUTH, RANGE 38 EAST ST. LUCIE COUNTY, FLORIDA 'I., N11 Parcel/L'ine , nd'C ru ve­,:j�b1e\ \ Lip #/Curve # Bearing/Delta Length 'RodiuS\N L222 / S66'48'57"IN 26,65' \ L223 / N77-12-16"IN 63.78' I N90'00'00"NV 41.01' I L224 L225 I N52'36'51-w 64.82' / 0226 N90'00'00"W 206.35' L227 ` S46-54-52"E 36.84''-/ / L228\ �S71620'06"E �60.21' / L229 ,S87-41'22"E 205.82'� L230 S2 03'10-W- 49.85' L231 S85'44'01 "HI 85.04' / L232 S54-11-20"w 96.54' / L233 N81 *10'34"HI 240.50' L234 N14'22'20"W 117.89' L235 N45'01'13"1N 10.96' L236 N00'32'08"E 21.72' L237 N14922'20"W 281.81' O.R.B. 5356, PG 2616 S10°55'25'W- 64.26' L=689.80' .« i a R=1110.00' h` L=209.76 r A=35°36'21" o a R=826.00 CB=N69040'48"W %`/,A=14°33'00" CD=678.75' S25028'25'W 297.92' I LEGEND OO = FOUND IRON ROD AND CAP 0 = FOUND IRON PIPE AND CAP Q = PERMANENT CONTROL POINT SET NAIL AND DISK "FRS LB 4241 PCP" ❑ = FOUND 4"X4" CONCRETE MONUMENT NOT IDENTIFICATION ® = FOUND 3"X3" CONCRETE MONUMENT NOT IDENTIFICATION 0 = SET 5/8" IRON ROD WITH PLASTIC CAP /STAMPED "FRS LB 4241" PERMANENT REFERENCE MONUMENT / 5/82LIRON ROD WITH 2" ALUMINUM /DISK STAMPED"FRS LB 4241 PRM" 0 C= SET MAG NAIL AND•DISK STAMPED ,,"FRS LB 4241,PRM " i IL C C) I L=37.89' POD 12 0 -n R=74.00' i A=29020'26" to 1 (n M I , S03052'01"E C cn I i w 96.06' Mco co C.E 8 w w � Sss°2 � I I T O.R.B. 5356 O' O , 638„ I C PG 2616 U i U 10, r I� m _ � `'� i I IC i - iD S89°59'10"W 325.77" I I I rn � W N I wU) I POD LL 0 S89°59'56"W 355.57'1 z ♦1 of XX LL II 0 7n �c of M m O�Z o � ago (oo ?�� I o mm M Ic �I 0I w I nr �! SOUTH LINE OF NE 1/4 OF SEC. 36, TWP 36S, RGE 38E 20.0' LME I-- coVI 1 11 136 -- -- -- - -- -- -N - 00 NORTH LINE OF SE 1/4 OF SEC 36, TWP 36S-, RGE 38E- E � � 31 i i I j 20.0' 4I UE N89°58'12"W 358.00' FUTURE E # USE 3 CB=N58000'11"E p°N�6 CD=137.17' L=12.40' R=230.00' ,A=3°05'23" CB=N56°20'26"E CD=12.40" N24 °50' 10", . kli 157.39' i C.E- CW Pc i. PC O.R.B. 5395, PG 1849 I' R=433.30' 21 CONSERVATION A=43032'21" -0 U ,` CB=N58°59'33' W CD=321.44' TRACT 2 t G A O1 � > EAST QUARTER CORNER O a �° -->a Lp :C OF SEC. 36 TWP. 36 S. o \ o, al RGE 38 E N n 2 o rn 1 CCR FILED c� NTPC 952.31' S82°54'39"�`� 5p.p c.P 10 0 pVE TOWNSHIP 36 S SOUTH LINE OF SEC. SE 1/4 OF 35, TWP. 36 S, RGE. 38 E 35 TOWNSHIP 37 S NORTH LINE OF NE 1d4 OF SEC. 2, TWP. 37 S, RGE. SOUTH EAST CORNER �L POD 4B OF SEC. 35, TWP. 36 S. RGE 38 E CCR FILED o E7 SWT 6 --L227 �. 28 -L229- L=123.80' R=170.09' -A=41 °42'01" CB=S68°10'28"E CD=121.08' L=108.49' R=81.64'- °03'46"E 190.37' )7039'23'W 121.51' 2002723"E 130.44' e-S37032'46"E 183.26' �S12039'35"E 134.68' S89°21'58"E 83.75' S73018'42"E 94.16' � s°s°os,, PLAT BOOK l 31 PAGE GRAPHIC SCALE 300 0 150 300 600 (SCALE IN FEET) 1" = 300 A=76°08'21" S63007'38"E 178.57' POD 5 S28°55'57"E 77.87' O O mm m 19°07'56"E 125.24' n � MO C.E 9 O.R.B.5356 � rn m I Co.) r z L=142.53' PG 2616 � m Om Om R=2628.71' S00001'09"E 107.61' rn = A=3006'24" �` cn m CB=S53°27'25"E �` � m M z i M CD=142.51' m :m m '6' ��� S32°20'57"E 101.4 A w S18019'37"E 79.59' L=64. m I m -L224 SOUTH LINE OF THE NW 114 R=100.00' i L222 OF SEC. 36, TWP 36S, RGE 38 E L=185.34 A=37°1 T19" - - -I- - - - - - 221 NORTH LINE OF THE SW 1/4 R=500.00' CB=S20°55'23"E- 220 OF SEC.36, TWP 36S, RGE 38 E=21 °14'17" CD=63.7T CB=S28°15'36"E S02019'44"E 7.99' L223 00000'00"E 184.26' CD=184.28' 1 S03028'46"E 313.09' I 225 i S80°32'36"E 38.73' L=181.24' 87°29'16"E 153.63' L=440.39' R=513.55' A=20013'13" R=586.46' -N51 °43'43"E 225.08' A=43°01'30" CB=S61 °55'29"E -N19°59'47'1N 164.78' CB=S34°35'32"E CD=180.30' C.E- CE CD=430.12' O.R.B. 5395, PG 1849 L=387 39' CONSERVATION s02°0447"E 37.99' R,�1110.00' 'A=19059'47" TRACT 3 ° :. 0 0 0 0 0 m cn N N PT ,r-Cl14 n/ \' 19� 3aQ� 00 0 � ?O p GP s. � 50. t ` 14 U 1 70.0 L 11 SWT 4 LME 1 S00 53 46'W 1 ,.85 89011'07'W 123.55' M ry L=319.71' S38035'05'W 39.47' R=265.00' y o rn N A=69°07'30"cn CB=S54037'22'W C r- L=440.56' CD=300.67' m z p i R=265.00' O A=95°15'13" 80°0T00"E 32.92' m' m CB=S09°01'16"E _ _ m CD=391.55 S08008'03'W 25.97' to i � :gym S55005'54"E 265.15' O I O S64003'52"E 64.90' cmn j -n Ww'cPT o co i T U m CPC x ;U r ,o m m wrn w P L232 C1,p 0 AC 230 m o m PT �C120 (,ate C' n L231: C1181 o� / L233 6 f SOUTH E OF SW 114 OF SEC. 36, TWP. 36 S, RGE. 38 E NORTH LINEOF NW 1�F'SEC. 1, TWP. 37 S, RGE. 38 E' SOUTH QUARTER , CORNER / OF SEC. 36, TWP. 36 S. RGE 38 E I / • POD 7 CCR FILEDSWT"2 i POD 9 SHEET 14 OF ZO E cL co 0 0 z Q' L N I i w fy I Q -J a_ U a 0 t c a 0 0 U U 0 C 0 a i C a� o J 0 0 3 0 0 i PLAT BK 137 PG 15 CT1® NOT TO SCALE TB/1 TO 6 AND 9® " TB 7,10 AND 11® ® �4A ©/ 6® © T2 F11.1110 3EM FU3-6 T 2Es- 5 % FU2®,' i 17 2 ® / F3- © U4® LSQLi BLVD EM M FU51S­1 4 ®® ® ®\ ®= SHEET NUMBER / KEY MAP (POD AND FU = FUTURE USE /SHEEr NUMBERS) CT = CONSERVATION TRA CTB = CONSERVATION TRACT BUFFER Parcel Line Table Line # Direction Length L22 S440 37' 35' W 66.06' L23 N45 016' 00' W 20.00' L24 N44 37 35 E 66.05 L25 N11 0 04' 08"E 105.51' L26 S750 36' 03'W 97.96' L27 N 140 23' 57' W 20.00' L28 N75° 36, 03"E 97.96' L29 S44° 46' VW 50.00' L30 S44 046' 1'W 50.00; L31 N44 42 45 E 50.00 L32 S44° 42' �5'W 50.00' L33 N46° 05' 26"E 50.00' L34 I N46° 05' 26"E 1 50.11' ,:. . + gN im m OAK HES A SUBDIVISION OF PORTIONS OF SECTIONS 23,25,26,35 AND 36 TOWNSHIP 36 SOUTH, RANGE 38 EAST AND PORTIONS OF SECTIONS 7, 29 AND 3 TOWNSHIP 37 SOUTH, RANGE 38'� EAST ST, LUCIE COUNTY, FLORIDA 'PATCH LINE SHEET 16 ITCH LINE SHEE 16 0 1 U, ,°� a t I> U, 1% a ^o / / 1 , f _ �` t -� 0 POD 7 w�� f ! ,N°o�°^� o U \� gyp \ 'poW� Ids 0o� !.05 Q `/ R=830.00' f \\ v %Ss A=9°04'48"oo � o \ ' CB=N40°10'39"E / / o�`>> ` ��� CD=131.40' !� ,f S35038'15'W 251.04' R=92.00, j m t? S 8 0 28 3 m �o '1• / c8 D=123 6,9, o� o �,tp\ ��� `��` �, °sue , �, / ,� FUTURE \� �r USE # 2 f,e N POD 4B \ °xf IPLAT BOOK 151 PAGE I THIS INSTRUMENT WAS PREPARED BY LEGEND 0 = FOUND IRON ROD AND CAP © = FOUND IRON PIPE AND CAP = PERMANENT CONTROL POINT SET NAIL AND DISK "FRS LB 4241 PCP" = FOUND 4"X4" CONCRETE MONUMENT NOT IDENTIFICATION ® = FOUND 3"X3" CONCRETE MONUMENT NOT IDENTIFICATION = SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED "FRS LB 4241" = PERMANENT REFERENCE MONUMENT 5/8" IRON ROD WITH 2" ALUMINUM DISK STAMPED"FRS LB 4241 PRM" = SET MAG NAIL AND DISK STAMPED "FRS LB 4241 PRM " �g�.,- ♦\ w ,A ��� �♦ O>% �06 ` ♦ ;' `r, z� 32 S44042'45'W 0,5 _ ♦ ` -4cf) �� �U, 06,� ti J� ` ♦ O� 41.18 C ry ,V DO� �3r `' <?y� w m Z0I m��� O ♦ ` 4 m U t ♦ ,�� O� 000 ♦ �� CE-16 11,778 AC �'s> (9' ems° sr� ♦ ^o' O.R.B. 5356 PG 2616 qo 31 ��, 7 S83°43' 45"W t �; ♦ f \ 00, Ul f �s • ---- j�83°43'45"E ~ i - ._ .. _ _ - ,, moo. ♦�,� ♦ / e9s0 ♦♦ FD R'� s° t t .- .- , '�l,�i �� o 152.00' - ♦` �O ! O O 00 � ` CB N83o415p„ ♦ °�` �` 00 ♦ / 1 °?2'0 �, L=40.79 rn •♦ ` / �! o q E6 CD; 611 12 S w ♦, �d - R o58.00 / �o o "♦ �, 2 or �`4200, '`♦ �, ►. A=40 1754 I / \ '`�'p� ��s 170° 7s° ♦ 8 CB=S25°02'49"E I 1,4, sj°28, 8�W ♦ �� L=426.47' °tx� CD=39.96' I m °/ ' 7.04, ♦ R�258.00' L=44.74 L3 �y� . 'VSj> 7;'\ GRAPHIC SCALE ♦ 4zr94 42 34 R=57.76 :� f0 \� ♦~� Ce-S85°53'1A"E A=44°22'37''� �� \ jS �''"'' 8 ' 2�''�, ♦ ler '�� ♦ ,, `r�S°j"'c9 ♦ ♦ 100 0 50 100 100 ,� r?�� �� " - - "- R=25.00' ." S45 50 4T`W 45.85 `+ /, s -�''r 63 , '9 ♦ S, ♦ ' 7, (SCALE IN FEET) s ZL A=29°19'48" --- „ g5 00 `�► ♦ \ ,�o�� a S, 1" = 100 CB=S83°45'11'W - , - 578°09,39,%N 9, 1 3N�N� #.9 \ j00?� ` Q`� ♦♦` - -7 ^ 0 ' R-50.00' �►�°0�00 ,' S62°59'20'W CD=12.66-- ,� 10A.9� g'56���g� �' \ '♦♦\`j00 POD 6 0=90°00'00" �o. 24.07'� �' Co. s_ '9�,-♦♦ i CB=N06°28'45"E �'f�' �,g3.17' L=169.75' CD=70.71' / �134.50, R=1072.00' �00 /♦♦ \� ♦♦♦ \ t f ?- 5°25'44„ A=9 0422 - ti . `` ♦ �s ° 76, Aso lr ♦ `. \` I Q, WEST QUARTER / %3 ° 42 CB=S73 37 28 W CORNER \ .•� DG'�O81.85 'GL CD=169.57' 7 ,js,`s7� •� !� OF SEC. 1, TWP. 37 S. 2 ♦\ r' G� DO �S, �� RGE 38 E 6 %6+ L=78.86'CCR FILED 8sl �8s `♦�\! �` ..FRS LB 4241 PRM" OAS ♦♦! le . �;' ^006 'L♦ ,�..� R=134.50' 6� > 9ss0 / ♦ 0�, / .� hh A=33°35'33" SOUTH LINE OF THE NW 114 OF SEC.1, TWP 37 S, RGE 38 E - _ - - _ _ _ _ _ _ _ _ ��- - - - - - - - P;4�bSOUTH LINE OF THE NE 1/4 OF SEC.2, TWP 37 S, RGE 38 E - - - Z ♦ i L 6°- -- -- -- - -- -- O. �, O----CB=S46°11'34"VVNORTH LINE OF THE SE 1140E SEC.2, TWP 37 S, RGE 38 E 2> �•,����c�3 ►�N�b- NORTH LINE OF THE SW 114OF SEC.1, TWP 37 S, RGE 38 E-OR, o \ �., 0, CD=77.73 ♦ ^QJ� p ��`♦ 'Q-- i G G POD 6 60° �.`�° �� pP �� e ♦ P O Curve Table Curve # Radius Delta Length Chord Direction Chord Length C28 1000.00- 9-04-27" 158.37' S40° 10' 28' W 158.21' C29 1090.00' I 6°14'42"' 118.80' N41' 10' 411W 118.75' C30 48.00 57 42 40 48.35 N14 47 48 E 46.33 C31 77.00' 90°01'15" 120.98' N890 43' 22"E 108.91' C32 48.00' 65023'34" 54.78' S770 06' 30'W 51.86' �/ 4-78.92' \♦ ,♦♦ p</ P�'O� 55.aa •. / C` 2 12 4 ��`�l 3 fli e'N84°28'15"�`' ` \. ♦♦ Qi� O cD, 72. 37 , ♦ i / m O �� m � m n� nCf) iV Z � r m z m m Om Om CA = V -r m 2m m; m� c 0:1 m m ®1d z♦ \ / N. 30 ���Ib GO / �P b ♦ixo� i CL 00 V. Ln N 0 N r\ 0 z 0) 3 N w I F- Q a- 0 a AN Q) d' 0 0 3 0 SHEET 15 OF 20 PLAT BK 137 PG 16 CT1 � NOT TO SCALE AND 9© T6/7,10 AND 11 -1 ® 4A S5 / 6® ®FU1©/ 3 S6 T FU3-6 ® T 5 / 2© FU2® S1 FU3-6 S1 U4® SOLI BL•VD 15 FU5® / 17 S1 rs-1-1 S® ®= SHEET NUMBER KEY MAP (POD AND FU = FUTURE USE / 8�1 EET NUMBERS) CT = CONSERVATION TRACT / CTB = CONSERVATION TRACT UFFER rim 0 pri Mw z A SUBDIVISION OF PORTIONS OF SECTIONS 23, 25m 26m 35 AND 36 TOWNSHIP 36 SOUTH, RANGE 38 EAST UTATCH LINE SHEET 17 AND PORTIONS OF SECTIONS 1, 21 AND 3 TOWNSHIP 37 SOUTH, RANGE 38 BAST ST, LUCIE COUNTY, FLORIDA w �, N SWT 4 t C)p ' a a 41447 AC t c9 ci- 0 to CP fCr A00 C51 ul o 25„ ✓-� pUE + t Gn c`�8 N76 05 S75036'10'W 52.75' A0 58 L=91.08' R=58.00' A=89°58'30" CB=S30°36'55'W CD=82.01' L=80.96 /R=58.00' A=79°58'41" E CB=S64°24'29"E / CD=74.55' 0 L I ao w 12 I CID a LSa 'o I a R \ O L1D r' cP 1 cJs 10 r �� ° �� r p I 35 3 N890 01' 22'W j 8.41' C �A7 �''" "' ♦ c�v, �r,�' 0 270.13' Lg6 �. I,.`' �♦ 01 2 1 '+ SOUTH EAST L ? + 75036'10"E � 1' �o 60.85' <\ CORNER � 1' OF SEC. 35, o; 1 w 1 A4 t TWP. 36 S. RGE 38 E 1 + ♦ t `L9 rnt SW 3 I CCR FILED 1 t 11L93 J 31909 AC 1 � a m t + 10 .a ol M i 1 PUS t3 9 i /' 19 10� \ `'o L91 / 'N hf3- ' A� m m 11 + Z ` ♦°�� 52 / Q- p3 °5 � e -j' 0 0 m m t rn+ a 5 ', L=125.27' z m z R=58.26' 1jz Q t 15 a �- N A=123'11'44" ti `+ CE `t i w (.0 t CB=N81 °08'35'W O m O o t tt �, CD=102.49' lZ Cn m Cn m t , i N 1 1 , cn � `i' • , T QQ ON + 1` ,m � o m O to ->- + t ,A-N w POD 4B M + t `, ¢ N m m t + 01 m n CP 1"4 CE-15 RB 5356, PG 2616 (31 t ', OD n --►'4 vE t ; Pula__---- + POD 4B t` t , , 1 t ' 1 t` t t', MATCH LINE SHEET 15 THIS INSTRUMENT WAS PREPARED BY GARY P. WILLIAMS, PSM, PRESIDENT IN THE OFFICE OF F.R.S. & ASSOCIATES, INC. LAND SURVEYORS AND MAPPERS CERTIFICATE OF AUTHORIZATION NO. LB 4241 2257 VISTA PARKWAY, SUITE 4 WEST PALM BEACH, FLORIDA 33411 PHONE (561) 478-7178 Web Site: www.frssurvey.com PLAT BOOK 1�:�a PAGE 1 (0 MATCH LINE SHEET 20 ` --ME" ��■-' ■ LL► 1 >' C.E -CE i my 0 I 0c - iV o ORB PG I z , CONSERVATION TRACT # 3 � POD 7 m� j �! o t r mI ( + I � t r ;U � _ to m � l � o 000 I SOUTH QUARTER CORNER / OF SEC. 36, TWP. 36 S. RGE 38 E I // ! �`� q v- TOWNSHI�36 S > CCR FILED I j/ �;'i4q� ry SOUTH LINE OF THE SW 1/4 OF SEC. 36 TWP. 36 S, RGE. 38 E N89001'22'W 2566.98' 6 / �� / L=17.54' TOWNSHIP 37 S NORTH LINE OF THE NW 114 OF SEC. 1, TWP. 37 S, RGE. 38 E �- ��00 R=78.00' / i=12°52'S1" U CB=S30052'53"E CD=17.50 I 60ry 3 q O h p .;°Cj Parcel Line Table Line # Direction Length L88 S750 42' 00'W 50.00' L89 S750 36' 10"W 50.00' L90 N530 57' 17E 33.46' L91 N14° 22' 42"W 9.21' L92 S530 5T 17"W 47.24 L93 N750 36' 10"E 54.00' L94 N140 25' 00"W 19.97' L95 S750 36' 101W 54.00' L96 N750 36' 10"E 50.00' L97 N750 42' 00"E 50.00' L98 N750 36' 10"E 38.72' L99 N52° 54' 10"E 1 15.81' Curve Table Curve # Radius Delta Length Chord Direction Chord Length C44 58.00' 33053'40" 34.31' S87" 27; 00"E 33.81' C45 58.00 90 00 00 91.11 N30 36 10 E 82.02 C46 58.00' 26026'13" 26.76' N620 23' 04'E 26.53' C47 95.00' 60019'53" 100.03' N79° 19' 54"E 95.48' C48 58.00' 92049'18" 93.96' N600 56' 15"W 84.02' C49 65.00' 33007'23" 37.58' S59° 02' 29-W 37.06' C50 95.00' 73049'11" 122.40' S790 23' 23'W 114.11' C51 58.00' 40041'49" 41.20' N840 02' 55'W 40.34' C52 58.26' 11028'10" 11.66' S250 16' 48"E 11.64' C53 90.00' 25000'00" 39.27' N630 06' 10"E 38.96' 54 2 58.00' 28030'47" t 28.86' N61 0 48' 21 "E 28.57' C, POD l �,Ib��50,�, o ' ���rLr1 6 ♦`/ � � �' c�6�°3853� .•� m noblb�b m I m POD 9,10 I>;5�6)��3 = I -n AND 11 m m / z ' m GRAPHIC SCALE 100 0 50 100 100 /` /' 0 O w� / / M „i1111=i FEET) (SCALE IN ET) 1" = 100 co ° n 0 ` LEGEND / • L4m I m `� co� = FOUND FOUND IRON ROD AND CAP �PERM IRON PIPE AND CAP m �m 0 = PERMANENT CONTROL POINT „ / I SET NAIL AND DISK FRS LB 4241 PCP', QG - /' ❑ FOUD N�FICACONCRETE MONUMENT NOT DENTTION ,® %C1 ,' I� ®`= FOUND 3"X3" CONCRETE MONUMENT POD 8 IDENTIFICATION �NOT SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED ;FRS LB 4241" = PERMANENT'REFERENCE MONUMENT 5/8" IRON)ROD WITH 2" ALUMINUM DISK RS LB 4241 PRM" = SET MAG NAIL A D DISK STAMPED "FRS LB 4241 PRM " FUTURE ' USE # 2 / / I / men"/ MATCH LINE SHEET 15 a 00 I N 0 N r` 0 z O� Ln N I T w Of I Q J n F- c> a I - Of Qf 0 0 L- 0 0 .> v s 0 C 0 C C I 0 U C N 0 a_ 0 J N o, 0 0 SHEET 16 OF 20 PLAT BK 137 PG 17 NOT TO SCALE CT1 CTB 1 TO 6 AND 9FS171 i TB 7,10 AND 11 S13 /4d n/ T FU1© 3® T ' 2©00, % �104 F® S13 u$U4® SOLI BLVD ®2® F ®= SHEET NUMBER KEY MAP (POD AND FU = FUTURE USE SHEET NUMBERS) CT = CONSERVATION TRACT CTB = CONSERVATION TRACT BUFFER MATCH LINE "A SEE BELOW RIGHT` 2 N \ 0,0 Ice) (0° 00° c� \ PC w C U, w = m w CO w POD 4A w 0 z CE 1i PT \ - C ORB 5356, PG. 2616-�,/-// �1N, �' W W � �" ++ +� ° ° 0') i n' u A SUBDIVISION OF PORTIONS OF SECTIONS 23,25,26,35 AND 36 TOWNSHIP 36 SOUTfi, RANGE 38 EAST AND PORTIONS OF SECTIONS 1, 21 AND 3 TOWNSHIP 37 SOUTH, RANGE 38, EAST ST, LUCIE COUNTY, FLORIDA +a d o o� b d• too+ o W cD co co o � pod � it COO co Co O. O O! N co O'� li O 41 11 tt II { I, I� IQ - - O {It O C)a O O CD M}U o U 11 �- n n PC , w o gM 1 o I z 3. N66023'07"W 17.88' I i N 13°40' 50"E 69.28' o O 0 0 0 0 rn cn CD zCD w a rNi - CDCD 0° O CDa mm co w C.E- CW OD I O.R.B. 5395, PG 1849 � 0 4 I CONSERVATION TRACT i PT 1 0 o U') LO (h c'7 N ° I o � � r It It Q 4 N O O N CO. o ce)rn coto N � O t0 N N N r It It-- _j o c 0 1+� PC LEGEND ® = FOUND IRON ROD AND CAP 0 = FOUND IRON PIPE AND CAP = PERMANENT CONTROL POINT SET NAIL AND DISK "FRS LB 4241 PCP" = FOUND 4" 1 CONCRETE MONUMENT NOT IDENTIFICATION ® = FOUND 3"1 CONCRETE MONUMENT NOT IDENTIFICATION = SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED "FRS LB 4241" = PERMANENT REFERENCE MONUMENT 5/8" IRON ROD WITH 2" ALUMINUM DISK STAMPEDI'FRS LB 4241 PRM" = SET MAG NAIL AND DISK STAMPED "FRS LB 4241 PRM " I � PT I 120.0' I I i I I I I IF I 0 I I N N �p QC) O I� ° o I� o 0 w o t0 o m m 10 L i l0 O PD D IO N IV w I OI I I I10.0' 1-- PUE I I I JI I O �I I -1 =1 u� o PC MIN Lo Nl0 M ° o N tn ° It 1N Q it It 40 LD -10 Q (0 CD. M O+U - '6 O N CD IV O N O o CD Y N N GO� ``11 n tt Il ( N CD -� U0{ 0 PT N� a n �' -� 1pus , POD 7 1 � i ,rn a 4�y0° 0 O s �N ,t �' N�568.306 Cg D, 9. to Lo- 2 1 PVE 'Z N Q wUk / N 01 1 o m ,.. -- .. \, N up SWT 4 im � \ 101- a!� 41447 AC ' n 1605 w L103 8 1 MATCH LINE SHEET 16 O ro O Curve Table Curve # Radius Delta Length Chord Direction Chord Length C72 81.53' 85011'47" 121.23' S440 55' 42"E 110.37' C73 1110.00' 18057'15" 367.20' S90 28' 38"E 366.19' C74 58.00' 70042'27" 71.58' S360 13' 45"W 67.12' Parcel Line and Curve Table Line #/Curve # Bearing/Delta Length Radius L114 S71-33-29-W 56.12' L115 N00'00'00"E 131.46' L116 N90'00'00"E 50.00' L117 S00'00'00"E 131.46' L118 N90ro0'00"W 50.00' i----------z I I o O 0 0 I o I ni I i w i i / C.E 10 ORB 5356, PG. 2616 N10018'43'W 46.05'N,, N4005427"E 12.59'—"I L=28.35' _ R=58.00' A=28°00'08 CB=N14°00'04"W CD=28.06' N28°00'08"W 80. POD 4A 3� A 9\�°90s8.00, c08s3a2s 02 �2 02 W THIS INSTRUMENT WAS PREPARED BY GARY P. WILLIAMS, PSM, PRESIDENT IN THE OFFICE OF F.R.S. & ASSOCIATES, INC. LAND SURVEYORS AND MAPPERS CERTIFICATE OF AUTHORIZATION NO. LB 4241 2257 VISTA PARKWAY, SUITE 4 WEST PALM BEACH, FLORIDA 33411 PHONE (561) 478-7178 Web Site: www.frssurvey.com MATCH LINE SHEET 18 eiiiiiiiiiii who Its mmi arm p PLAT BOOK I !>1 PAGE tl GRAPHIC SCALE 100 0 50 100 200 (SCALE IN FEET) 1" = 100 C.E- CE O.R.B. 5395, PG 1849 CONSERVATION TRACT 3 WEST QUARTER w CORNER OF SEC. 36 TWP. 36 S. RGE 38 E Q CCR FILED -I ll. 35 36 t ID 1 cry 0) Cr)- - - - - Ti - - - - M it 1110 11 11 -p D m n 4 Q111 4 �o•� � � oV a �� z r- /� o �� o o �` t� ` m z O '�` 1 4 cD o i� N 1 O O a Cl) O � cn 1, 71 -Il —m m C0. LO �L FUTURE �, o - u O �co ; / USE #1 n b l J \• m rn n m \ w0 PG \ N ; , 'p° w b% \ `6, `o 0 � 5` X d, / � to U SOUTH LINE OF THE NW 1/4 OF Q tr SEC. 36, TWP. 36 S, RGE. 38 E NORTH LINE OF THE SW 114 OF SEC. 36, TWP. 36 S, RGE. 38 E % o c a U C >` � I 0 V / c 0 EL 2 ° ag `�X�%a �lz`��'C.E-CE -za m CONSERVATION TRACT 3 \ � w m O w`O - OD � O.R.B. 5395�G 1849,1 °' ly X \ %, w m m MATCH LINE "A" SEE ABOVE LEFT7 SHEET 17 OF 20 PLAT BK 137 PG 18 Parcel Line Table Line # Direction Length L118 S61 ° 46' 33"E 35.45' L119 N61 0 46' 33"W 35.45' L120 N400 13' 46"W 52.60' L121 S400 13' 46"E 26.23' L122 N140 05' 42"W 154.85' L123 N470 50' 08"E 9.44' L124 S140 05' 42"E 153.08' L125 S470 50' 08'1N 38.07' / CT1® / / NOT TO SCALE CTB V TO 6 AND 9© / TB 7,10 AND 11®1 ® 4A 6® OF B /FU1 S5 / 30 FU3-6 1 T 2S5 FU271 12 1® F - ®1 F11.1149Mi� SOLI BLVD FU5®/ E=111= ® ®= SHEET NUMBER / KEY,MAP (POD AND FU =FUTURE USE jHEET NUMBEF36) CT = CONSERVATION TRACT CTB = CONSERVATION TRAC LEGEND = FOUND IRON ROD AND CAP © = FOUND IRON PIPE AND CAP = PERMANENT CONTROL POINT SET NAIL AND DISK "FRS LB 4241 PCP" [� = FOUND 4"X4" CONCRETE MONUMENT NOT IDENTIFICATION ® = FOUND 3"X3" CONCRETE MONUMENT NOT IDENTIFICATION = SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED "FRS LB 4241" = PERMANENT REFERENCE MONUMENT 5/8" IRON ROD WITH 2" ALUMINUM DISK STAMPED"FRS LB 4241 PRM" = SET MAG NAIL AND DISK STAMPED "FRS LB 4241 PRM " s r+ A SUBDIVISION OF PORTIONS OF SECTIONS 23,25,26, 35 AND 36 TOWNSHIP 36 SOUTH, RANGE 38 EAST AND PORTIONS OF SECTIONS 7, 21 AND 3 TOWNSHIP 37 SOUTH, RANGE 38 EAST ST, LUCIE COUNTY, FLORIDA / w \ r7 SEE BELOW RIGHT 1 I ♦/ U 81 6 , ooco 0 W � C79 ^P >-qJ ..O 6q� , w 0 3 LL O POD 3 0 h z� N w �(% c� h�p'l°Jh , ♦♦�G� ORB 5356, PG.2616 O �Q►♦ A�oo, � • ♦♦ �O G SOUTH EAST SECTION CORNER , 00♦♦ i♦ GP �ii OF SEC. 26, TWP_ 36 S, RGE. 38 E U) eb / ♦ -' SOUTH LINE OF THE SW 1/4 OF CCR FILED w / ♦ ��> SEC. 25, TWP. 36 S, RGE. 38 E 26 2� P/ ; SOUTH LINE OF THE SE 1/4 OF SEC. 26, TWP. 36 S, RGE. 38 E N88°30'58"E 284.77' lb co .--� !- ♦ �f- NORTH LINE OF THE NW 1/4 OF NORTH LINE OF THE NW 1/4 OF SEC. 35, TWP.36 Q 36 S, RGE. 38 E °� `^1 J� O o' // G ,�� SEC. 36, TWP. 36 S, RGE. 38 E � ,mow / ' 70 FND. 3"X3" CONC. MON. 0^ `� 4 0, NO IDENTIFICATION �' h / / , ►'O u W LL 0 W W o 3: O O ►�� ; z� Z p °h O O ry i P h� ,, O� w C w r� .,�, ti� o o`�� ,;1•1 ; ,�2� ,i POD 5 W W Oi G� /rti %''i O ;v � Z oo�O °Op�o' 41 FIN COQ- a w w ! (b "b WU � / ; i o C84 / , p, / i 121 i L119 icy < 7Cj ;8 co (N U f v f ! It ++ eb 44/ OQ��, Curveble Curve # Radius Delta Length` "Chord,Difg;�Ion Chor4 Length' C75 48.00' 29051'50" 25.02' N26° 46' 34"W 24.74' / C76 1890.00' 7045'32" 255.94' N280 42' 56"E 256. 75' C77 50.02' 129020'44" 112.92' S51 ° 39' 39"E 90 43' C78 50.00, 67038'02" 59.02' S140 01' 07"W 55.65' C79 50.00' 85033"5" 74.66' N890 23' 14"W 67.91' C80 1890.00' 0038' 15" 21.03' S31 ° 44' 29'W 21.03' C81 50.00, 14020'53" 12.52' N550 00' 34"E 12.49' C82 2110.00' 2018'33" 85.04' N250 59' 26"E 85.03' C83 390.00' 2008'27" 14.57' S600 42' 20"E 14.57' C84 310.00, 2041'30" 14.56' N600 25' 48"W 14.56' C85 2245.96' 2005'13" 81.81' S250 58' 26"W 81.81' 1 Q �a 1� o`''° 21598 AC �`. POD 5 POD 4A kh o� oo ! �r CO ' 75 ca W U �ryf 0 / j o ___ __ m M'f� ff �� 4 R,��� 4Tr N.1.20, 28.0' LME-% ° r Ce q)° . D9r coh 26 17 04'W 7.86 'Nss° 79'05�yV " 602y"N87°41'22'1/V Lza� 0 I CQ� 73 27'59"W 209.02' N6� f y j '`f 2 0' f riv ! o C.E- CE (0 jl _ r1 rr O.R.B. 5395, PG 1849 -- << CONSERVATION TRACT 3 0) O k/" to� ��� THIS INSTRUMENT WAS PREPARED BY o rry co I co p o� o n o cv rn Xvp o C.00h o 0 V O O CF M1 O+ �- r! N o) ,a o ( jjit 05,00 N r i � o C* V- .- Ct !j ov ri a cv rr 0)tr rrm MATCH LINE SHEET 77 GARY P. WILLIAMS, PSM, PRESIDENT IN THE OFFICE OF F.R.S. & ASSOCIATES, INC. LAND SURVEYORS AND MAPPERS CERTIFICATE OF AUTHORIZATION NO. LB 4241 2257 VISTA PARKWAY, SUITE 4 WEST PALM BEACH, FLORIDA 33411 PHONE (561) 478-7178 Web Site: www.frssurvey.com t 1 t L=129.41, R =141. oo, S57°38'27"E 5.58' POD Z 6=52°35'061, *, $=S83°56, Parcel Line Table Line # Direction Length L125 S470 50' 08"W 38.07' L126 N390 02' 59"W 25.04' L127 S390 02' 59"E 54.1 V L128 N39 002' 59"W 54.56' L129 N47 38 08 E 20.03 L130 S400 31' 21 "E 50.02' L131 N400 27' 06"W PLAT BOOK 13� PAGE L$ �O`4�'�?oiS�s�s♦O �, t'- `. 00 2L=88.54'CD=14.91 c�'�R=222.00♦O o �0 40 9]A=22051'05" CB=S33°55'43"Ec"3 � �O� pCD=87.96' N (y o 4 it +10 M I 'N 0 0�;7 si9' L=82.22' O �,s0�v;38r R=164.25' GRAPHIC SCALE O� Q ♦ ti oo j 4011E CB=S44°55'36"E %S. �, 100 0 50 100 200 `� 0 CD=81.37' 03 O6 "5,♦�L?�o`30 �\ N"L=25.71'LQO do°� cS P,�� A=10°32'37" (SCALE IN FEET) d' t� N CB=S26015'34"E 1" = 100 0 1 ate° CD=25.67' ` w POD 3 .� cP \ �. Uj Ln *� Gfi t 0'p` srj° sue, ",9- _ IN C0 °j \ h `N c�2 0 6', T ♦" V � mer co wL=5.73' �` * '. ce.�� ��p�Oj �♦ �`' "'w A=0°56'15" ` *. �a 06tyV "'0.0 O �r'c9�f %► r- ` `e °ems v) c� � , '! �` •°�. �''- ��' �`b / ono• � � ' :� (0 4�9., 1- 9) 00 N s2 �8 ; ' \ \ ^oo��G / �� Q►, Boa / Q w r� 30 f F v W L123 U 000' O O`O /♦ Q w u_ ti� ,�h�°° ♦ ♦ �s � O p° �O �. ♦ o, ° \ "' ♦ a ( In o w 6 w = CC-,,Z a z ° �3• ♦ o° o 1 POD 3 ' ,k OFF �°h°°�♦ ' '�1.� �o ♦♦ "�'l °`'6 M Alp 'l ,/ i/ G1 ORB 5356, PG.2616 / SOUTH EAST SECTION CORNER G1� �� ♦♦0��� .'~' '`, 10 OF SEC. 26, TWP. 36 S, RGE. 38 E .0, ♦ +�� � CCR FILED O�� // G� / So ��� Ile FND. 3"X3" CONC. MON. z ebb / ♦ ' NO IDENTIFICATION SOUTH LINE OF THE SE 114 OF SE. 22r�- Q. ♦♦ '' � �♦;�SOUTH'LI�JE OF THE SW 114 OF SEC. 25iTWP. 36 S, RGE. 38 E o SC6, TWP. 36 S, RGE. 38 E N88°30'58"E 284.77_ CJi� / ��� - �" _ NORTH LINE OF THE NW 114 OF SEC. 36, TWP. 36 S, RGE. 38 E a� NORTH LINE OF THE NW 114 OF SEC. 35, TWP. 36 S, RGE. 38 E °O° °�0 ' 3K ♦ G ,01 fl 35 36 o-Of [r o°' o N: �; ' '' °� G hro. ,' / ;�4s O i -Y ~"p 0 i 0 ,�^�y � �o � .��°o / off .' PODc5 GO / . Q '� •' l) SHEET 18 OF 20 PLAT BK 137 PG 19 FU3-6 CT1 Q / NOT TO SCALE CTB 1 TO 6 AND 9® !TB 7,10 AND 11® 4A®' 21 ®, FU5 3 /T2 1 S�T IF 01 FU2®*' rr 12 FU3-6�FV SOLI BLVD ®� EDS1 ®\ ®= SHEET NUMBER / KEY MAP (POD AIV I FU = FUTURE USE / SHEET NUMBERS) CT = CONSERVATION TRACT / CTB = CONSERVATION., RACT BUFFER OAK RIDGE RA.�ICC��� PUD A SUBDIVISION OF PORTIONS OF SECTIONS 23,25,26,35 AND 36 TOWNSHIP 36 SOUTH, RANGE 38 EAST AND PORTIONS OF SECTIONS 7, 21 AND 3 TOWNSHIP 37 SOUTH, RANGE 313 EAST ST. LUCIE COUNTY, FLORIDA 0 1 .1 r, I LEGEND �=2553za N89 36 21 E 62 .41 3 R'AA°�S _ ----.--------2o'Lft1E _----_____-- L=47.11' a = FOUND IRON ROD AND CAP _ 3� F �X r L=21.81' R-30.00' ® FOUND IRON PIPE AND CAP Cg N6 Ag ,•� R=30.00' A-89°58'07" I # = PERMANENT CONTROL POINT CB=S45°24'35"E co CD SET NAIL AND DISK "FRS LB 4241 PCP" 01 ,. ^4'�0',�j;� CB=N68°46'46"E CD=42.41' I I O = FOUND 4'1 CONCRETE MONUMENT ry00/ ,,..--'ram CD=21.33' SNOT IDENTIFICATION I N m ,® = FOUND 3"X3':CONCRETE MONUMENT (b p`t'�'�\' 1 ( I NOT IDENTIFICATION ��' O I®�/8"IRON ROD'11 WITH PLASTIC CAP UO U !r SWT 9 j .A STAMPED FRS LB 424; = PERMANENT REFERENCE MONUMENT 1 L=12.85' R=30.00' 12 916 AC I 5/8" IRON ROD WITH 2" ALUMINUM !/ R=12 00 A=24032' 15" � DISK STAMPED FRS LB 4241 PRM ! CB-N81 01 ,) A=62 3511 0 = SET MAG NAIL AND DISK STAMPED 1 ° CD=12.75' L=11.68' o 3 ,� t CB=S61 34 02 W I R=12.00' ,� -„' �1,' o a, FRS LB 4241 FIRM I I w CD=12.47 ° /� r ,ti OK �Cy NOMEI A=55 4534 CB=N40°53'00"W r 8g, Q� ��°' p�0lb' �' o n ! �-,, CD=11.22' L=5.77 r. �'(5 p 1 - u ! ^ L133 � L=94.06' A=27 3213 / 6a0A5 G L=75.84 v ,�. Q / ! „ S86 41 58 VV 4V68°4S R=70.00' / S % 12192 R=50.00' Um/U / C97 �142.68' g� ', 'w I�+ 0-76°59'22" CB=S24°11'32"W ! v L=6.45' R_�p45 9,A=86°54'23" �i / S8 `'' CB=N51°29'54'W CD=5.71 ��' R=12.00' 7°U3, , �,"s CB=S65°05'32"E �1� ! � - I \ CD=87.14' j A=30°47'45" NZ�A°57 A`� CD=68.78'/ �^ ? ) 'I ! o _ _....,. _ _ sj I CB=S53°21'31'W � R-40.00' Cg: 127 $ �,� rn �. / ! CIO - -20, LME-�'. _ O CD=6.37' ° ..- -^ '" CI,' z [� ( � R=76.00' � rN89 59 35'W N86°44'28' W ��O CB=N34 4811E �" Na �a u U <I C98� A=42°45'12" I--r 47.57' 190.46' R $0°�00 �`�' i 4 / m \ `t� CB=S28°25'38"E ,S5'' 0j CD=55.24 / �a o U L=96:04' CD=55.40'GOB, I R=274.10' �I ; o A=20°04'29" x I t CB=N00°03'20"W� I I o w CD=95.54' L=2.36' i /} t w o j R_12 00', I C.E 3 o 6 ! l i� a �`' � � C96 / � � �� CB=S49°52'45"E O.R.B. 5356, PG 2616 / GRAPHIC SCALE o w! M I �' CD=2.36' I i lo0 0 50 100 100 i' v' o cn �[ to Q i �' o /,�/SS rr� ? of j^ ipp I ,� � a m U w L=7.79 ® S ` S�, I r m U w! U L=83.85 i� _� 1 R=1200, �. 9> >09, I L-12.92 U Vi R=150.00R=28.00 .. °c i t N� o A=37°11'19" ?2' ° 146 r (SCALE IN FEET I M I A=3200T43" <"' ui CB=S25°38'42"E "`� 1,�. S81 ?449"E n %���, A=26026'41" / / ( CB-S07°00'42"E a mu o w 1% 118,p3' v ,'0/' �- CB=S67°40'02"E % 1 - 100 - `y`rr c ) o i! CD=7.65 `� i �j o I r I ! CD=82.76' �"u Z ! L=5.39'� cv, �114 CD=12.81 �� U I R=12.00' ..r�`20' LN►E, 2. S�j i o ,�' - c9. U / A=25°43'40" - `S80° �`? r �o /t CB=S68°22'59"E 95,55 Ems`' ` r; r POD 2 t �'' `` D cn � / CD=5.34 \ 77 ' 7 I d U ( \ `co _ CC) rr d M r 1 S02°07'24'W 19.06' �,I""�� `�h � n o CID 'rr Mai �! ` Afl �. �r ry ('u r -11 C104 -- -' C103 - . G n� ♦ .101 D� /c UQ r __ r S87052'36"E 567.52' ' r 254.15' 0 N87s52'36W i50-64'`" _ _ _ _ _ 105 G S11 °10'05"E ' 19.22' L160 r r S C94 POD 1 -o> L10.0' PUE 87 5236E 404.79 PC W fir. - .......,. _......,. 1-159� 102.0' ^ L _ - ..... - - _ ......-N87°52'36W 404.79'..._ .. - - - - - -- - - ... 06"- L-163.33', -► o; i R-16 g9 '\� �0 lin W. N, 2 p=8°49'42 _ Z-155g llz;5'I q` 1 A9 L-101.59', L~657 a'�) �678. �� It ,16 G �'-� 3216" - _ - - ---�- _ _ _ _ _ N_87° 52' 36"W 567.52' - - _ _ A=3°43'53.�L_5i35 �' 4�24 �23 j q'C4,29°Q R 32�8 3 1 �0 p,�A AA II , p,2 0 .1°17,�6, ! _ _--. ^ ���� - w #_----___�_`_`�._ L� - - 4 4'19°39 6 �, ,,� �. // 4' 4 67 0 1 ) 6 ,, `1 1 �' I BOULEVARD R 1 --618 57, s r , , 9%'� A6 - PC --S87°52'36"E 567.52'_ _ _ - -- _ _ _ _ _ _ - _. n.... _.... - _ ._ 1287 ._ �.�.569 A A 1Z `�6 - �. C90 N87°52'36"IM 567.52' PT ti ~` ` ~ - i5 p o Q `r i ' s G ° Z' 16 _ _,,...... - _ _.... - - - ..- _..- ..... - - _ . _ 587°52'36_'E 423�50' - - _ ._ ®. _ � ` 4 ,AA I -. ,gyp QJ� 'f 26 A �` "" - -. ., tS' 6^Oqf �o �� �' �6S `� •\ L=143.65' •, rq, ,�� �`� q4 L=75.00' `� N. I R=58.46' I 744p 00 �$9q R=30.00' �� '` N, A=140 46 41 I L , 6 � ° �, e / CB=S19 16 27 E m c 7T i� '�/ �� 6a� �00 CB N09 2945'"E �s?°V,?, -`�� /� CD=110.15' to I t 464?, 8?; r - Sj a �8" -i I 4, CD=56.94' 2s�' `.` L�L1F�, ! cb� O ►: S� z I z L�j a`4�°q. 4�°ts ^6 � tip' m m R, 7 g - 4 S' ? w ,. 9 Aso \♦ SWT 10 / :; ,ry�`��`� o°` o I ° 4,4T°sQQo ' Q'' w I ,� ��'°' ��� 41894 AC t/ w �C� � i m �5�0 `� t/ m UQ rn m Ll.l o L=107.10 t t U Sc z Oo ® R=96.00' l I ! I 1 J .� ; A=63°55'07" 1 ! � _ CB=N24°48'28'W W f ! n O 'Q J c°'vJ ! �ti I cn CD °p POD 5 -+ I Sc I -U T I I C.E 7 N03059'36"E 4.41' I i t o° Cn cn I O.R.B. 5356 PG 2616 I I / ,00 i i 70 01 Qt r r r r R� O � _ QO C �2/fir p, � �•- �° \ \ \I / m I 1 m I m / `•� THIS INSTRUMENT WAS PREPARED BY o , / TWP. 36 QUARTER CORNER ! t OF SEC. 36, TW36 S. RGE 38 E / ` � rt5 9 \ PLAT BOOK 3 "? PAGE Ll Curve Table Curve # Radius Delta Length Chord Direction Chord Length C90 89no.00' 11 000'44" 171.06' N860 3702"E 170.80' C91 80.00' 133003'53" 185.79' N340 37' 57'1N 146.77' C92 50.00' 89032'57" 78.15' S460 53' 53'W 70.43' C93 80.00' 120051'51" 168.76' N270 26' 40'W 139.16' C94 1613.00' 7018'16" 205.64' N840 13' 28'W 205.50' C95 70.00' 38036'46" 47.17' S800 07' 18"W 46.29' C96 68.00' 37005'22" 44.02' N80 41' 31'W 43.25' C97 12.00' 23035'22" 4.94' S180 28' 45'W 4.91' C98 12.00' 56029'18" 11.83' S21 ° 33' 35"E 11.36' C99 40.00' 46045'37" 32.64 N17° 32' 48-W 31.75' C100 158.00' 8021'35" 23.05' S120 22' 32'W 23.03' C101 42.00' 42004'48" 30.85' S29° 14' 08'W 30.16' C102 42.00' 88047'52" 65.09' N850 19' 33'W 58.77' C103 1129.00' 1205015" 252.96' S850 15' 14'W 252.43' C104 1129.00' 1 002'45" 20.61' S830 39' 56'W 20.61' C105 1613.00' 0042'38" 20.00' S830 46' 41 "E 20.00' C106 40.00' 26006'20" 18.23' S560 17' 18'W 18.07' C107 1110.00, 6009'39" 119.35' N50054' 58"E 119.30' C108 1060.00' 6006'00" 112.85' S500 53' 08'W 112.80' Parcel Line Table Parcel Line Table Parcel Line Table Line # Direction Length Line # Direction Length Line # Direction Length L130 1 N9° 51' 10"E 15.26' L145 N17° 04' 17"E 52.00' L157 S34° 42' 47"E 50.01' L131 S370 57' 38'W 49.83' L146 N720 55' 43'W 20.00' L158 N340 42' 47'W 50.01' L132 N130 00' 13'W 29.64' L147 S17° 04 17'W 54.80' L159 N87° 52' 36'W 60.72' L133 N870 08' 23'W 45.24 L148 N6° 13' 19"E 53.00' L160 S87° 52' 36"E 60.72' L134 S300 16' 26'W 49.12' L149 S60 13' 19'W 53.00' L161 S2° 07' 24-W 50.00' L135 S440 14' 21"E 48.43' L150 N18° 55' 10'W 50.07' L162 N20 07' 24"E 50.00' L139 S540 26' 42"E 26.39' L151 N71 ° 04' 50"E 20.00' L163 S260 15' 1 TVV 50.00, L140 S740 21' 53"W 15.01' L152 S180 55' 10"E 44.12' L164 N290 00' 05"E 50.00' L141 S770 53' 54"E 27.18' L153 S430 14 08'W 2.86' L142 S80 11' 44'W 21.72' L154 N240 10' 43"E 58.23' L143 N70 38' 14"E 71.42' L155 S400 55' 37"E 22.05' L144 S70 38' 14'W 71.08' L156 S240 10' 43'W 58.36' / CCR FILED SOUTI) LINE OF THE SE 114 OF SEC. 35;TWP. 36 S, RGE. 38 E I I / SOUTH LINE OF THE SW 1/4 OF SEC. 25, TWP. 36 S, RGE. 38 E -- -- -- NORTH LIME OF THE NE 114 OF SEC. 36, TWP. 36 S, RGE. 38 E THE NW 1/4 OF SEC. 36, TWP. 36 S, RGE. 38 E /� / NORTH LINE OF I ` C.E 6 \ f 1 O.R.B. 5356, PG 2616 L =134.91' �- // R=51.79' A=149015'20" CB=N75006'43'W CD-99 87' 1 / Ln I Ln N a N > `.` o C.E 4 O.R.B. 5356, PG 2616 L=51 99' R=40.00' N A--74028'10" CB=N80°28'1 WE CD=48.41' L=41.10' �'151, sLi � rr R=40.00' p`\�p A=58051'58" jt. (9;> , CB=N72°40'07"E °\p�� rrr 106 36, R=42 00' Q CD=39.31' a0 r /r A=78°51'02" J L=100.81' O r ^`tip 153 o CB=S22 5212 E R=60.00' A=96°16'06" f-4- .i�/ ! CD=53.35' v CB=S53058'03'W CD=89.37 t - t ! � Q o C r SWT 11 1! � ry �, Cn CD 2,366 AC 0 ni j 100 0 142 _ rn ♦\ O�� � !/ 99 r ? ♦ / \. /�•♦ N40055'37'W ���/ ♦,�.�3 a O ♦ �/ ♦ 110.31' i �� `Z CII \. \v(- ' Q,, 10� POD 1 1♦ `, s, J FOo Al ti���6'0 �p � O° Sr6'j S�,O 99LO S96' MATCH LINE SHEET 20 / SHEET 19 OF 20 PLAT BK 137 PG 20 / CT1®- NOT TO SCALE CTB PTO 6 AND 9® TB'7,10 AND 11® ® 4A©5 6® 4B T �FU1®/ 30 FU3-6 ® T / FU2EM , �s 1 �r 12 1® FU3-6® FU40 SOLI BLVD 1\ FUS S1 /5 ®1® ®1 ® ` ®= SHEET NUMBER / KEY,IMAP (POD AND FU = FUTURE USE SHEET NUMBERS) CT = CONSERVATION TRACT CTB = CONSERVATION TRACT BUFFER LEGEND = FOUND IRON ROD AND CAP C = FOUND IRON PIPE AND CAP 0 = PERMANENT CONTROL POINT SET NAIL AND DISK'`FRS LB 4241 PCP" [] = FOUND 4"X4" CONCRETE MONUMENT NOT IDENTIFICATION Z = FOUND 3"X3" CONCRETE MONUMENT NOT IDENTIFICATION = SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED "FRS LB 4241" = PERMANENT REFERENCE MONUMENT 5/8" IRON ROD WITH 2" ALUMINUM DISK STAMPED"FRS LB 4241 PRM" = SET MAG NAIL AND DISK STAMPED "FRS LB 4241 PRM L=109.96' R=70.00' A=90°00'00" CB=N44°59'10"E CD=98.99' SEE BELOW RIGHT MATCH LINE 11C11 1NOWN NEEN mmENNENEWSINE o � N ° o rn 12 z I059'10"E L=109.98' 13.89' R=70.00' A=90001'12" 1 CB=S45°00'14"E ~- m CD=99.01' 0 0 Co 0 0 I ��?moo `9&, �, vS° S9, 00, �'00°O,"S,. 6", N89059'36"E 8.03' rig A SUBDIVISION OF PORTIONS OF SECTIONS 23,25,26,35 AND 36 TOWNSHIP 36 SOUTH, RANGE 38 EAST AND PORTIONS OF SECTIONS 1, 21 AND 3 TOWNSHIP 37 SOUTH, RANGE 38 EAST ST. LUCIE COUNTY, FLORIDA FUTURE USE #6 L=91.11' R=58.00' A=90°00'21" CB=S44°59'49"E CD=82.03' S89059'35'W 29.81' L=91.15' R=58.00' A=90°02'35" CB=N44°59'08'IN CD=82.06' z 0 POD 5 0 0 0 m v 00 NORTH LINE OF THE NE 114 OF SEC. 36, TWP, 36 S, RGE. 38 E SOUTH LINE OF THE SE 114 OF SEC. 36, TWP. 36 S, RGE. 38 E L=109.63' R=70.00' A=89°44'10"- CB=N44°49'56'W- CD=98.77' •o � I 70.0' 1 ,\ °v3 rn - I �. 1 51 20 0' N89042'01 "IN 13.99' FUTURE USE #3 UE € C , I c € m € C iCn FUTURE USE #5 I i EAST QUARTER CORNE OF SEC. 36, TWP. 36 S. RGE 38 E CCR FILED € i N89°44'16"E 435.32' I I - I € Cf) € rn € € T I w rn Cn L=110.29' 1 R=70.00' � m �A=90°1611" CB=S45°09'54"W °' CD=99.23' m 3 2616 Parcel Line and Curve Table Line #/Curve # Bearing/Delto Length Radius C300 008'33'27" 14.94' 100.00 C301 037648*59" 13.20' 20.00 C302 004629'29" 18.81' 240.00 L300 S49'2244"W 50.00' L301 S49'22'44"W 31.21' L302 f44922'44"E 50.01' L303 N49-22'44"E 8.22' L304 N11'33'45"E 17.78' L305 S00808'55"E 50,00' L306 S00'08'55"E 50.00' PLAT BOOK ► 31 PAGE q'a DETAIL "D" 1 NOT TO SCALE CA-15 I 12.38' 8.9' ?00 € 7)- CA-14 o I 0. ma UE € w co SOLI BOULEVARD "R-1" u_ (0 109 AC) � o S89 59 38 E I C -i - FUTURE USE #3 e. 64.13' € u) = r- op NO°00'001E it z z ft m ------ 73.68' -4I sh- m O ' n............. "1 ....� A Cn S89020'30"E PT N90000'00"E 602.93' 1 1 64.32' I m 53.99' CA-14 (1.554 AC) N 0 1 +-1 o'x85' I I m s ----- _ _ _ _- __ __S90°00'00'^JV 603.06'_1 I_ UE _ __ ____ _ ____IT- -I w ,�p,d I oppE '\8�9Q�<s•°S 0296.39' SCb s SOLI BOULEVARD SEE DETAIL "D" N o cn v ?� �� e.7 0, 0, CD w,N900 00' 00'W 603.22' CDU°', O Q] 00 -" `'- o q - m C) ( I m m W I I o -"S90°00'00"E 603.37'-'-'.-•-"-.�"'_......_"_'___-1 W � Co � 1 I � CA-12 (1.739 AC) 0 7o.o'm Co m I 1 Co Co •0 L=43.13' z I ) CD PC N90000'00' VV 603.50' I R=80.00' �_ 48.76', A=2°31'01" 1 20.0'-+I CB=N16°06'17"E I - v 'v i CD=42.61' 1 °' o n �- ,N FUTURE USE #6 uE I - / ,, o CD 1 ! / �11�a 00 ! ! v �/ ro MATCHILINE SEE -ABOVE -LEFT 0 ! ! !! z !/ ! °° Al Q' L=66.29' POD 5 R=80.00' Lo A=47°28'40" ! f N CB=N55°1 724"E ! !! r CD=64.41'LLJ d gyp' S3 Nb do" .� gyp.Qp�o / 35g,g8 a p3, a ! r p• p , POD 7`I„\N - 0;5`�6�gb POD,9,10 AND 11 '! '! THIS INSTRUMENT WAS PREPARED BY a % f h - o 'Coo �' ^ l !!! r�"O `ti�� GARY P. WILLIAMS/PSM/PRESIDENT N °`ti ^ o� // IN THE OFFICE OFF ` - CL 11 rV N ! F.R.S. & ASSOCIATES INC. GRAPHIC SCALE p 1 J yam 11 /� o LAND SURVEYORS AND MAPPERS 200 01 100 200 400 U / f `� o .� �.r}, . CERTIFICATE OF AUTHORIZATION NO. LB 424164 I h ry��ry 2257 VISTA PARKWAY, SUITE 4 i I ° ° t / Co N ��" � WEST PALM BEACH, FLORIDA 33411 SCALE IN FEET) 4 PHONE (561) 478-7178 1 200"" U cr, U Web Site: www.frssurvey.com / - - ommm womm MOO UNION U L MATCH LINE SHEET 16 %