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HomeMy WebLinkAbout140 15-24 Riverland Parcel E - Plat FourCFN # 5598620 PLAT BOOK 140 PA LUCIE COUNTY Deputy Clerk THE i 15,Recorded 03/24/2026 03:27:25 PM SAINT t i LEGAL DESCRIPTION: BEING A PARCEL OF LAND LYING WITHIN SECTION 19, TOWNSHIP 37�SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE,/COUNTY, FLORIDA AND BEING,MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF TRACT 'OS14", RIVERLAND PARCEL E -PLAT ONE, AS RECORDED IN PLAT BOOK 138, PAGE 1, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE SOUTH 00'10'54" WEST ALONG THE WEST LINE OF N/S /A RIGHT-OF-WAY ACCORDING TO OFFICIAL RECORDS BOOK 3902, PAGE 484, SAID PUBLIC RECORDS, A DISTANCE OF 1076.60 FEET; THENCE NORTH 89'49'06" WEST, A DISTANCE OF 1242.83 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 73'00'51�"; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, A DISTANCE OF 63.72 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 656.00 FEET, A CENTRAL ANGLE OF 14'46'39"; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF 169.19 FEET TO A POINT OF TANGENCY; THENCE NORTH 31'34'54" WEST, A DISTANCE OF 42.07 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE I' SOUTHWESTERLY, HAVING A RADIUS OF 331.00 FEET, A CENTRAL ANGLE OF 2347'21 "; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF 137.43 FEET TO A POINT OF NON -RADIAL INTERSECTION WITH A LINE; THENCE NORTH 05'42'58" EAST, A DISTANCE OF 85.60 FEET TO THE POINT OF NON -TANGENT INTERSECTION WITH A CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIAL BEARING OF NORTH 20'04'40" WEST, A RADIUS OF 370.00 FEET AND A CENTRAL ANGLE OF 69'44'26"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF 450.36 FEET TO A POINT OF TANGENCY; THENCE NORTH 0(710'54" EAST, A DISTANCE OF 320.73 FEET; THENCE SOUTH 89'49'06" EAST ALONG THE SOUTH LINE IOF TRACTS "L22" AND "OS14" OF SAID RIVERLAND PARCEL E - PLAT ONE, A DISTANCE I OF 1226.49 FEET TO THE POINT OF BEGINNING. CONTAINING 32.261 ACRES, MORE OR LESS. CERTIFICATION OF OWNERSHIP do DEDICATION STATE OF FLORIDA COUNTY OF BROWARD RIVERLAND ASSOCIATES V, LLLP, A FLORIDA LIMITED 'LIABILITY LIMITED PARTNERSHIP, OWNER OF THE LAND DESCRIBED AND PLATTED HEREIN AS RIVERLAND PARCEL E PLAT FOUR, BEING IN ST. LUCIE COUNTY, FLORIDA, HAS CAUSED SAID LANDS TO BE SURVEYED AND PLATTED AS SHOWN HEREON AND HEREBY DEDICATES AS FOLLOWS: 1) THE PRIVATE ROAD RIGHTS OF WAY AS SHOWN HEREON (TRACT A), IS HEREBY DEDICATED TO THE RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS FOR INGRESS, EGRESS AND UNDERGROUND UTILITIES PURPOSES AND ARE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. AN EASEMENT OVER AND UNDER SUCH PRIVATE ROAD RIGHTS OF WAY, AS SHOWN HEREON, IS ALSO RESERVED IN FAVOR OF THE CITY OF PORT ST. LUCIE (CITY), ITS SUCCESSORS, AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES AND ASSIGNS FOR ACCESS TO, OPERATION, MODIFICATION, INSTALLATION, AND/OR MAINTENANCE OF, PUBLIC UTILITY FACILITIES, INCLUDING, BUT NOT LIMITED TO, WATER AND WASTEWATER LINES AND APPURTENANT FACILITIES. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENT AREA OR SUCH PRIVATE ROAD RIGHTS OF WAY EXCEPT AS SHALL !RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY. 2) THE DRAINAGE EASEMENTS (D.E.) AS SHOWN (HEREON ARE HEREBY DEDICATED TO THE RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, FOR DRAINAGE PURPOSES AND THEY ARE THE MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. SAID DRAINAGE EASEMENTS MAY ALSO BE USED BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND ASSIGNS, FOR DRAINAGE, MAINTENANCE ACTIVITIES AND STORMWATER MANAGEMENT PURPOSES FOR DRAINAGE FROM DISCOVERY WAY (E/W f1), SW MARSHALL PARKWAY (E/W #3) AND SUNDANCE VISTA BOULEVARD (N/S A), IN ACCORDANCE WITH THE DRAINAGE OR SURFACE WATER MANAGEMENT PERMITS ISSUED FROM TIME TO TIME FOR THE LANDS SUBJECT TO THIS PLAT. 3) THE WATER MANAGEMENT TRACTS L23 AND L24, AS SHOWN HEREON ARE DEDICATED TO THE RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, FOR THE PURPOSE OF SURFACE WATER MANAGEMENT. SAID WATER MANAGEMENT TRACTS MAY ALSO BE USED BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND ASSIGNS, FOR DRAINAGE, MAINTENANCE ACTIVITIES AND STORMWATER MANAGEMENT PURPOSES FOR DRAINAGE FROM DISCOVERY WAY (E/W11), SW MARSHALL PARKWAY (E/W #3) AND SUNDANCE VISTA BOULEVARD (N/S A), IN ACCORDANCE WITH THE DRAINAGE OR SURFACE WATER MANAGEMENT PERMITS ISSUED FROM TIME TO TIME FOR THE LANDS SUBJECT TO THIS PLAT. 4) THE LAKE MAINTENANCE EASEMENTS (L.M.E.) AND LAKE MAINTENANCE ACCESS EASEMENTS (L.M.A.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, AND ARE THE PERPETUAL MAINTENANCE OBLIGATIONS OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. 5) THE OPEN SPACE TRACTS OS1, OS2 AND OS3, AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE RIVERLAND PARCEL- E HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, FOR OPEN SPACE, UTILITY, DRAINAGE FACILITIES, PEDESTRIAN ACCESS, AND GOLF CART AND SIMILAR SIZED NEIGHBORHOOD ELECTRIC VEHICLE PURPOSES AND ARE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. LQ OUR rw P nL A 0 L11-02 R AN RIV'" AND Plm' R"p P SORg� R BKO ges 1S Sq� R�E� t)3' A PARCEL OF LAND LYING IN SECTION 19 TUWNSHIP 37 SOUTH, "T ���,E���N �327:PM„ RANGE 39 EAST CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. SHEET 1 OF 10 �04 CEIMOCA110N OF OWNERSHIP k DEDICATION (CONTINUM) ACKNOWLEDGMENT 6) THE CITY-OF-P_ORT ST. LUCIE UTILITY EASEMENTS (P.S.L.U.E.) AS SHOWN HEREON STATE OF FLORIDA ARE,HEREBY DEDICATED -TO THE CITY OF PORT ST. LUCIE ("CITY"), ITS SUCCESSORS, COUNTY OF BROWARD AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES AND ASSIGNS, A GENERAL R ND ACROSS DRIVEWAYS PARKING, COMMON OR BEFORE ME, BY MEANS OF K PHYSICAL PRESENCE OR O ONLINE NOTARIZATION, INGRESS/EGRESS EASEMENT OVE A ITS AR NG, C RICHARD M. NORWALK, WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED _ OPEN AREAS FOR ACCESS TO\ OPERATION, MODIFICATIONS, INSTALLATION OF OR -- MAINTENANCE OF, PUBLIC UTILITIES FACILITIES, INCLUDING BUT NOT LIMITED TO, WATER ---------------- ---- AS IDENTIFICATION,ND" WHO EXECUTED THE AND WASTEWATER LINES, APPURTENANT FACILITIES, AND EQUIPMENT. THERE SHALL BE FOREGOING INSTRUMENT AS VICE PRESIDENT OF RIVERLAND V CORPORATION, AND Aff'ROVAL OF CITY OF PORT ST. LUCIE NO OTHER PUBLIC.OR PRIVATE UTILITY FACILITIES INSTALLED IN, ON, OVER, UNDER, OR SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT HE EXECUTED SUCH INSTRUMENT AS SUCH OFFICER OF SAID CORPORATION, AND THAT THE SEAL AFFIXED TO THE STATE OF FLORIDA ACROSS THE EASEMENT AREA WITHOUT THE CITY'S WRITTEN PERMISSION. THERE SHALL FOREGOING INSTRUMENT IS THE CORPORATE SEAL OF SAID CORPORATION AND THAT IT COUNTY OF ST. LUCIE BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED TO, LANDSCAPING ' WAS AFFIXED TO SAID INSTRUMENT BY DUE AND REGULAR CORPORATE AUTHORITY. AND CONSTRUCTED WITHIN THE BOUNDARIES OF THE EASEMENT AREA WHICH WOULD .� RESTRICT THE OPERATION AND MAINTENANCE OF, OR WHICH MAY IN -ANY MANNER THAT SAID INSTRUMENT IS THE FREE ACT AND DEED OF SA CORPORATION. WITNESS IT IS HEREBY CERTIFIED THAT THIS PLAT OF RIVERLAND PARCEL E - PLAT FOUR, HAS � MY HAND AND OFFICIAL SEAL THIS _J � _ DAY OF _'"\e���-�____ 2026. -CLERK .OF' RESULT IN HARM TO THE CITY'S� FACILITIES. THE RIVERLAND PARCEL E HOMEOWNERS BEEN OFFICIALLY APPROVED FOR RECORD BY THE CITY OF PORT ST. LUCIE AND ALL 'CIRCUIT COURT ASSOCIATION, INC., ITS SUCCESSORS/OR ASSIGNS, SHALL MAINTAIN, REPAIR AND DEDICATIONS TO THE CITY HEREIN ARE ACCEPTEDI FOR RECORD BY THE CITY OF PORT REPLACE ANY PERMITTED IMPROVEMENTS OVER ,THEUTILITY EASEMENT, WHICH/ARE NOT ST. LUCIE, THIS da DAY OF ^ ek 2026. WHICH MAY BE DAMAGED OR DESTROYED 'BY THE CITY, �� COMMISSION PRECLUDED BY THE FOREGOING, NOTARY PUBLIC:_&__ NUMBER: ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS IN THE CONSTRUCTION, --------- t t i ! i ►l iiiii CITY OF PORT ST. LUCIE ATTEST: OPERATION, MAINTENANCE OF, OR'ACCESS TO, THE CITY'S FACILITIES. THE/CITY, ITS //11O n �' M. C SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY PRINT NAME:_l.._11Lt__`` �GN �� # SUCCESSORS ASSIGNS, � 1 O IMPROVEMENTS, WHICH ARE CONSTRUCTED IN OLATION/OF THE, CONDITIONS SET FORTH ��' �p I A,Q y lj !� Y'� ��� ABOVE. IF VIOLATING IMPROVEMENTS ARE NOT REMOVED UPON REQUEST, THE CITY, ITS O O = Ill MY -COMMISSION EXPIRES:_0111G1��Z�__ - ~—� 1) BEARINGS ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (1990 SUCCESSORS OR —ASSIGNS, DESIGNEES/OR CONTRACTORS WILL REMOVE SAID E C) My Comm. Expires Z � JES S MEREJO, CITY NAGER �(Z SALLY WALS CITY CLERK ADJUSTMENT) FLORIDA EAST ZONE, STATE PLANE COORDINATE SYSTEM (EAST ZONE) THE IMPROVEMENTS -WITHOUT LIABILITY, RESPONSIBILITYiOR COST TO THE/CITY. THE CITY�OF = August'16, 2028 PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR No. HH'527903 _ SOUTH LINE OF TRACT "L22". RIVERLAND PARCEL E - PLAT ONE, PLAT BOOK 138, SAID EASEMENTS EXCEPT AS SHALL/RELATE TO THE SERVICING OF SUCH`PUBLIC �v'J, �� PAGE 1, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, HAVING A BEARING OF \/ �°UBL�G ��� �` SOUTH 89'49'06" EAST, WITH ALL BEARINGS SHOWN HEREON BEING RELATIVE THERETO. UTILITIES BY THE CITY OF PORT ST. LUCIE. %"9jF � ACCEPTANCE OF DEDICATION i,��itl�itt`�� 2) NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL 7 THE UTILITY EASEMENTS UE. AS SHOWN HEREON RUNNING ADJACENT AND (. ) CLERKS RECORDING CERTIFICATE PARALLEL TO THE TRACTS FOR PRIVATE ROAD PURPOSES ARE NON-EXCLUSIVE STATE OF FLORIDA DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO EASEMENTS AND ARE HEREBY�ED1CATED FOR THEINSTALLATION, OPERATION, COUNTY OF BROWARD STATE OF FLORIDA CIRCUMSTANCES BE SUPPLANTED IN THE AUTHORITY BY ANY OTHER GRAPHIC OR MAINTENANCE, REPAIR, EXPANSION AND REPLACEMENT/OF UTILITIES, BOTH PUBLIC AND COUNTY OF ST. LUCIE DIGITAL FORM OF THE PLAT. PRIVATE, INCLUDING, BUT NOT LIMITED TO, WATER AND WASTEWATER LINES, ELECTRICAL RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC., HEREBY: LINES, GAS LINES, AND TELECOMMUNICATION LINES AND ALL RELATED FACILITIES AND \ CLERK OF THE CIRCUIT COURT OF ST. LUCIE O 3) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT APPURTENANCES. PURSUANT TO SECTION 177.091(28), FLORIDA STATUTES, THE UTILITY I MICHELLE R. MILLER, FLORIDA,, EASEMENTS SHALL ALSO BE USED FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE 1),ACCEPTS�HE DEDICATIONS AND/OR THEIR�BLIGATIONS AS STATED HEREON, OF HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED, AND THAT IT COMPLIES IN FORM THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. TRACT A, TRACTS\L23 AND L24, LAKE MAINTENANCE EASEMENTS, LAKE WITH ALL THE REQUIREMENTS OF THE LAWS OF FLORIDA PERTAINING TO MAPS AND AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER, NO ;SUCH MAINTENANCE\ACCESS EASEMENTS, DRAINAGE/EASEMENTS, DRAINAGE SWALE PLATS, AND AT THIS PLAT HAS BEE FILED FOR RECORD IN PLAT BOOK 4) ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AND DECIMALS CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION EASEMENTS, LANDSCAPE EASEMENTS, UTILITY�EASEMENTS, PORT ST. LUCIE UTILITY PAGES Jr,�' � OF THE PUBLIC RECORDS OF ST. THEREOF. SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES ,OF AN ELECTRIC, EASEMENTS AND OPEN ISPACE TRACTS OS1, OS2 AND OS3, AS SET FORTH UPON LUCIE COUNTY, FLORIDA, THIS__ '�'t^____, DAY OF �C1Y(}_L___, 2026. TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A�CABLE TELEVISION THIS PLAT AND/SPECIFICALLY DEDICATED TO RIVERLAND PARCEL E HOMEOWNERS ''�- COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL/BE SOLELY ASSOCIATION, INC-., 5) THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1, RESPONSIBLE FOR THE DAMAGES. THE FOREGOING SHALL NOT APPLY TO THOSE PRIVATE / FLORIDA STATUTES BY A PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY OR EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, UNDER CONTRACT WITH THE CITY OF PORT ST. LUCIE. OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND 2) CONSENTS TO THE PLATTING OF LANDS HEREIN. OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED th BY THE FLORIDA PUBLIC SERVICE COMMISSION. IN THE EVENT THAT A LAW STANDARD H 1/yD G� C, _2026. MICHELLE R. MILLER, CLERK OF THE CIRC COURT , , ' 1, 4 6) ALL LINES SHOWN HEREON THAT INTERSECT CIRCULAR CURVES ARE RADIAL TO THE CODE, OR CITY CODE REQUIREMENT, RELATING TO THE INSTALLATION AND MAINTENANCE D T \ ST. LUCIE COUNTY, FLORIDA INTERSECTING CURVE UNLESS OTHERWISE NOTED. OF PUBLIC UTILITIES OR PUBLIC DRAINAGE FACILITIES, AS REFERENCED IN THIS ��H��/dI . / f PROVISION, CONFLICTS, THE MORE STRINGENT REQUIREMENT REGULATION PREVAILS. RLES SAENZ, R ENT / NOTWITHSTANDING THE ABOVE, LOCATED WITHIN ALL,UTILITY EASEMENTS RUNNING 1 / \ WITNESS: __ � WITNESS: ADJACENT AND PARALLEL TO FIFTY FOOT (50') WIDE TRACTS FOR PRIVATE ROAD \ ��� OF SLEVEYOR AND MAPPER PURPOSES, THERE IS HEREBY DESIGNATED WITHIN SUCH UTILITY EASEMENTS, A TWO ) i I, A DULY LICENS D FOOT (2) WIDE RESTRICTED AREA (U.E.-R.A.) LOCATED ADJACENT AND PARALLEL TO - / h ATTORNEY I T E ST OF FLORIDA, DO HEREBY CERTIFY THAT, AS OF THE THIS IS TO CERTIFY THAT THE PLAT AS SHOWN HEREON IS A TRUE AND CORRECT SUCH FIFTY FOOT (50') WIDE TRACTS. NO UTILITIES AND/OR RELATED FACILITIES AND PRINT NAME: ' `� PRINT NAME: her 1 CJ , DAY/OF 2026: REPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE DIRECTION AND APPURTENANCES PERMITTED TO BE INSTALLED IN THE UTILITY EASEMENTS AS PROVIDED SUPERVISION AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE HEREIN SHALL BE INSTALLED IN ANY PORTION OF SUCH RESTRICTED AREA WITHOUT THE THE RECORD TITLE TO THE LAND AS DESCRIBED AND SHOWN HEREON IS IN THE NAME AND BELIEF; THAT PERMANENT REFERENCE MONUMENTS (P.R.M.'S) HAVE BEEN SET AND PRIOR WRITTEN APPROVAL OF THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR ACKNOWLEDGMENT OF RIVERLAND ASSOCIATES V, LLLP A FLORIDA LIMITED LIABILITY LIMITED THAT PERMANENT CONTROL POINTS (P.C.P.'S) AND LOT CORNERS WILL BE SET UNDER ASSIGNS, EXCEPT ONLY TO CROSS SUCH RESTRICTED AREA. PARTNERSHIP, THE ENTITY EXECUTING THE DEDICATION. THE GUARANTEES POSTED WITH THE CITY COUNCIL OF PORT ST. LUCIE FOR THE STATE OF FLORIDA THERE ARE NO MORTGAGES OF RECORD, ENCUMBERING THE LAND DESCRIBED HEREON. REQUIRED IMPROVEMENTS, AND FURTHER, THAT THE SURVEY DATA COMPLIES WITH ALL THERE SHALL BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED TO, COUNTY OF BROWARD PURSUANT TO FLORIDA STATUTE 197.192, ALL TAXES HAVE BEEN PAID THROUGH THE OF THE REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AS AMENDED, AND IN TREES PLANTED WITHIN THE BOUNDARIES OF THE UTILITY EASEMENTS WHICH WOULD i YEAR 2025. ACCORDANCE WITH THE SURVEYING STANDARDS CONTAINED WITHIN CHAPTER 5J-17, RESTRICT THE OPERATION AND MAINTENANCE OF, OR WHICH MAY IN ANY MANNER BEFORE ME, BY MEANS OF -OR () ONLINE NOTARIZATION, / FLORIDA ADMINISTRATIVE CODE, SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND RESULT IN HARM TO, THE CITY OF PORT ST. LUCIE'S FACILITIES. THE RIVERLAND CHARLES SAENZ, WHO I PERSONALLY KNOWN i ME FOR HAS PRODUCED ALL ASSESSMENTS AND OTHER frEMS HELD AGAINST SAID LAND HAVE BEEN SATISFIED. _______ ___________ _ N, AND WHO EXECUTED THE THERE ARE ENCUMBRANCES OF RECORD BUT THOSE ENCUMBRANCES DO NOT PROHIBIT MAPPERS PURSUANT TO SECTION 472.027, FLORIDA,FLORIDA STATUTES, AND ORDINANCES OF PARCEL E HOMEOWNERS ASSOCIATION, INC., THEIR SUCEVEM N AND ASSIGNS, SHALL FOREGOING INSTRUMENT AS PRESIDENT OF RIVERLAN PARCEL E HOMEOWINER'S THE CREATION OF THESUBDMSION-DE IPCTED BY -THIS PLAT. THE CITY OF PORT ST. LUCIE, LORITHIS _�r'y_ DAY OF MAINTAIN, REPAIR AND REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY ASSOCIATION INC. AND SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT_HE / \ /yl�d+2cN 2026. EASEMENTS, WHICH ARE NOT PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED OR DESTROYED BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR ASSIGNS, EXECUTED SUCH INSTRUMENT AS SUCH OFFICER OF SAID CORPORATION, AND THAT THE DATED THIS DAY OF \ , 2026. DESIGNEES OR CONTRACTORS IN THE OPERATION, MAINTENANCE OF, OR ACCESS TO THE SEAL AFFIXED TO THE FOREGOING INSTRUMENT IS THE CORPORATE SEAL OF SAID CITY'S FACILITIES. THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR ASSIGNS, CORPORATION AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BY DUE AND/REGULAR 7�q SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY IMPROVEMENTS WHICH ARE CORPORATE AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREE ACTeD DEED OF / SAID CORPORATION. WITNESS MY HAND AND OFFICIAL SEAL THIS_t DAY OF BY: CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IN THE EVENT /�s.vG� 2026. PERRY C. W E SUCH VIOLATING IMPROVEMENTS ARE NOT REMOVED ON REQUEST, THEY SHALL BE (n PROFESSIONAL SURVEYOR do MAPPER SUBJECT TO REMOVAL BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR PRINT NAME: _ '1�''L ASSIGNS, DESIGNEES OR CONTRACTORS WITHOUT LIABILITY, RESPONSIBILITY OR COST TO FLORIDA REGISTRATION N0. 4213 THE CITY. THE CITY OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY NOTARY PUBLIC:_____________________ ATTORNEY AT LAW i SAND k HILLS SURVEYING, INC. MAINTENANCE OBLIGATIONS FOR SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE �A`� p� FLORIDA BAR( �� S 9 6675 E. CALUMET CIRCLE PRINT NAME:_ �'^ sY' SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY OF PORT ST. LUCIE.------------ FOR THE FIRM OF GREENBERG TRAURIG, P.A. LAKE WORTH, FLORIDA 33467 `x THIS INSTRUMENT PREPARED BY 8) THE LANDSCAPE EASEMENTS (L.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED TO MY COMMISSION EXPIRES.________ PERRY C. WHITE, P.S.M. 4213, THE RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND STATE OF FLORIDA ASSIGNS, FOR LANDSCAPE, IRRIGATION AND DRAINAGE PURPOSES AND THEY ARE THE COMMISSION �� •31 �Z SAND &HILLS SURVEYING, INC. MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. NUMBER: _____________ 6675 E. CALUMET CIRCLE 9) THE DRAINAGE SWALE EASEMENTS (D.S.E.), AS SHOWN HEREON, ARE HEREBY - LAKE WORTH, FLORIDA 33467 LB DEDICATED TO THE RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS PLANNING do ZONING PROJECT NUMBER: P25 117 SUCCESSORS AND ASSIGNS, FOR DRAINAGE PURPOSES AND THEY ARE THE / MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. C l 57 0 IN WITNESS WHEREOF, THE ABOVE NAMED LIMITED LIABILITY LIMITED PARTNERSHIP HAS / CAUSED THESE PRESENTS TO BE SIGNED BY ITS GENERAL PARTNER, RIVERLAND- V W / \ SHEET 2 SHEET 3 SHEET 4 CORPORATION, A FLORIDA CORPORATION AND ITS CORPORATE SEAL TO BE AFFIXED TRADITIONS �GBLVLD.N HERETO, THIS 1 0 DAY OF _�c�, 2026. _1 - — w COMMUNITY BLVD. g A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP 'O G ?' RIVERLAND ASSOCIATES V, LLLP, Q RIVERLAND �� SHEET 9 t SHEET 10 SHEET 5 a BY: RIVERLAND VI CORPORATION, A FLORIDA CORPORATION, ITS GENERAL PARTNER < PARCEL E 9` i� 03 0 Zo2 0> DISCOVERY WAY i9`s ' BY: DATE. Lo Q0 RIVERLAND RIVERLAND o SW/DISCOVERY RICHARD M. NORWALK, VICE PRESIDENT _� / PARCEL C PARCEL A m / / WAY SHEET 8 \ WITNESS: WITNESS: I > RIVERLAND RIV LAND —� SHEET 7 / SHEET 6u / C't:�i T \ PARCEL D PARCEL �� PRINT NAME:_ PRINT NAME: _ �� n i�_ c ' ° ! ,Zf t)t. RIVERLAND PARCEL E Q a o :,`t'ITY OF i < '• RIVERLAND V HOMEOWNERS SURVEYOR SITE �'� / POF T ST. LUCIE CORPORATION KEY W ASSOCIATION, INC. Z C-23 CANAL N.T.S. 4 i LOCATION MA� NOT TO SCALE PSLUSDIPROJECT NO.�SH0248 P25-117 1 OF 10 PLAT BK 140 PG 16 4 p L I like It PLA7 1= U" A PARCEL OF LAND LYING IN SECTION 19, TOWNSHIP 37 SOUTH, G RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA k SHEET 2 OF 10 a ! 0 5 15 30 60 90 bb I40' 40' N N SCALE: 1" = 30' I I RIVERLAND PARCEL E - TRACT "L22" 20' TRACT "L22" PLAT ONE -� LE G ND: o L.M.E. (P.B. 138, PG. 1) SET PERMANENT REFERENCE MONUMENT ~ 5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP \ _ STAMPED PRM L.B. #7741 I J a \I PLAT T LIMITS El FOUND PERMANENT REFERENCE MONUMENT I/ \ t- \ cn OF 5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP 1- H STAMPED PRM L.B. #7741 cr/Z I F- \ �\ • -SET PERMANENT CONTROL POINT I Q 0 I 1/'/N _NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 ��\O FOUND PERMANENT CONTROL POINT 00 1057125.122 0 w (BASIS OF BEARINGS) 0 w NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 ZQ \ E 828358.655 �' S 89°49'06" E 1226.49'c\j DELTA Q/_J m 1 , / J J AC. - ACRES ANGLE d 0 U E B.E. - BUFFER EASEMENT I 48.60 29.00 37.83 37.83 29.00 49.80 49.80 CB -CHORD BEARING I � j W 115' D.E. CH - CHORD DISTANCE ~ 7.5' D.B. - DEED BOOKS I I 00 7.5' D.E. - DRAINAGE EASEMENT I 00 N O N N O O I \ D.S.E. -DRAINAGE SWALE EASEMENT all Q _ m m m m m ( N I L _ARC LENGTH wj b04 28-� � 290 291�wj 292 w 293 W 2�4 w 295 w L.A.E. _LAND CAPE EASEMENT LIMITED ACCESS EASEMENT 4 27S.F. � \ s O N I = I 11" L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT 0 m 6 S 0 2761 S.F. 0 3601 S:F�O 3601 S.F. 0 2761 S.F. 0 4741 S.F. 4741 S.F. 0 L.M.E. _ LAKE MAINTENANCE EASEMENT ° I o 0 0 0 o I ( o N.R. NOT RADIAL o o 0 0 0 0 0 o N.R.T.F. - NOT RADIAL TO FRONT z ( z z\ z z z ( z I w= z N.R.T.R. _ NOT RADIALL 0 REAR k w 0 N.T.S. NOT TO SCALE R-25.00 =90°00'00" O.R.B. - OFFICIAL RECORD BOOK L=39.27' - «- - _ / `� - - - - - - - _ _J_ I _I _ _ O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT 10' U.E. 48.60' 29.00' 37.83'-�37.83' 29.00' 49.80' 49.80' P.B. -PLAT BOOK - - P.C.P. -PERMANENT CONTROL POINT I N 89°49'06" W \ N 89°49'06" W 1171.49' PGS. -PAGES W P.O.B. - POINT OF BEGINNING 5.00 00\ N NEWMAN WAY TRACT "A" N Z M P.O.C. - POINT OF COMMENCEMENT -TRACT A \ \ P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT N P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER N 89049'06" W _ �-� N 89°49'06" W 1171.49_�_ ,\ _ - �W R -RADIUS o I e 70.00 \ 125.20 \ 640.69 V R/W - RIGHT-OF-WAY F- Q o W S.F. -SQUARE FEET v N 89049'06" W N N a Or W S.T. - SURVEY TIE 5.00 � U.E. - UTILITY EASEMENT ~ R=25.00' N 89049'06" W 75.20' N 89649'06" W 540.69' RAD - RADIAL LINE =90°00'00" \ I / 39.25' 29.00' j]7.83' U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA L-39.27' - - - - P.C. -POINT OF CURVATURE a \ a P.T. - POINT OF TANGENCY ui R=25.00' \ R=25:00 �iLd P.R.C. - POINT OF REVERSE CURVATURE LL! A=90000'00" j/A=90f 00'00" W P.N.R.I. - POINT OF NON -RADIAL INTERSECTION M =) 0 L=39.27' I I L-39.27' =/o P.R.I. - POINT OF RADIAL INTERSECTION 0 0 ry P.C.C. - POINT OF COMPOUND CURVATURE 5237 S.F. I I 25' I 25' I I o o/ /w N 780000.00 a 0 0 _ E 930000.00 -STATE PLANE COORDINATE VALUE N 00° 10 54 E N 89°49'06" W 100.20' \ I 376 W 377 \w 378 320 73' 6676 S.F. 3074 SIF. 1 3782 S.F. ° 10, U.E� I - - - ( 0 I o 0 00 ►� 374 �? �? o \ o N �, z THIS INSTRUMENT WAS PREPARED BY 01) °° ' PERRY C. WHITE P.S.M. 4213, 3791 S.F. I I p v I Q I I �i z z N , w oc W W N a STATE OF FLORIDA w "' SAND & HILLS SURVEYING, INC. N 89049'06" W 100.20' in 0 d LIMITS b 6 0 < 2 �' _ _ _ - 6675 E. CALUMET CIRCLE i I o < o g _ I�� _ _ - - - - -_-_ - LAKE WORTH, FLORIDA 33467 LB-7741 OF PLAT rn 373 M z z ( z - - - 64.25' - - - - 29=' N 89049'06" W w ( co I N 89°49'06" V/ 102.95' (N.R. R-30.00' 339.49' K) 3791 S.F. r~n \ \ A=90000'00" 2' U.E.-R.AT�I A=39°47'31" \L=47.12 N 89049'06" W 100.20' I M 10' U.E. 421 L=20.83' "-MAT.CH LINE d I 4228 S.F. o 2' U.E.-R.A. N (SEE SHEET 10) (• N 89049'06" W 96.00' SHEET 2 SHEET 3 SHEET 4 MATCH LINE 184.25' \ (SEE SHEET 9) & a SHEET 9 SHEET 10 SHEET 5 m a / w z SHEET 8 SHEET 7 / SHEE�T�6 NOTES: COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 (1990 ADJUSTMENT) ZONE = FLORIDA EAST ZONE / / LINEAR UNIT = U.S. SURVEY FEET COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION ALL DISTANCES ARE CROUND (UNLESS OTHERWISE NOTED) N.T:S. SCALE FACTOR = 0.99998023 PLAT BEARING - GRID BEARING GROUND DISTANCE X SCALE FACTOR =GRID DISTANCE PSLUSD PROJECT #5269D /4.;\Ho;>48 P25 117 SHEET 9 OF 10 PLAT BK 140 PG 17 MaillVEF:;L.A ►ND gAmlRCEL - UL. A2T A PARCEL OF LAND LYING IN SECTION 19, TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY. OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA SHEET 3 OF 10 \VLV VI ILL 1 1 V/ A=90000'00" L=47.12' NOTES: COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 (1990 ADJUSTMENT) ZONE = FLORIDA EAST ZONE LINEAR UNIT = U.S. SURVEY FEET COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED) SCALE FACTOR = 0.99998023 PLAT BEARING = GRID BEARING PSLUSD PROJECT #52 GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE LEGEND: ■ — SET PERMANENT REFERENCE MONUMENT 5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP STAMPED PRM L.B. #7741 ❑ — FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP STAMPED PRM L.B. #7741 • — SET PERMANENT CONTROL POINT NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 O — FOUND PERMANENT CONTROL POINT NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 A — DELTA ANGLE AC. — ACRES B.E. — BUFFER EASEMENT CB — CHORD BEARING CH CHORD DISTANCE — CENTERLINE D.B. — DEED BOOK D.E. — DRAINAGE EASEMENT D.S.E. - DRAINAGE SWALE EASEMENT L — ARC LENGTH L.A.E. — LIMITED ACCESS EASEMENT L.E. LANDSCAPE EASEMENT - L.M.A.E. — LAKE MAINTENANCE ACCESS EASEMENT L.M.E. — LAKE MAINTENANCE EASEMENT N.R. — NOT RADIAL N.R.T.F. — NOT RADIAL TO FRONT N.R.T.R. — NOT RADIAL TO REAR N.T.S. — NOT TO SCALE O.R.B. — OFFICIAL RECORD BOOK O.E. — MAINTENANCE & ROOF OVERHANG EASEMENT P.B. — PLAT BOOK P.C.P. — PERMANENT CONTROL POINT - PGS. — PAGES P.O.B. — POINT OF BEGINNING P.O.C. — POINT OF COMMENCEMENT P.S.L.U.E. — PORT ST. LUCIE UTILITY EASEMENT P.S.M. — PROFESSIONAL SURVEYOR AND MAPPER R — RADIUS R/W — RIGHT—OF—WAY S.F. — SQUARE FEET S.T. — SURVEY TIE U.E. — UTILITY EASEMENT RAD — RADIAL LINE U.E.—R.A. — UTILITY EASEMENT —RESTRICTED AREA P.C. — POINT OF CURVATURE P.T. — POINT OF TANGENCY P.R.C. — POINT OF REVERSE CURVATURE P.N.R.I. — POINT OF NON —RADIAL INTERSECTION P.R.I. - POINT OF RADIAL INTERSECTION P.C.C. — POINT OF COMPOUND CURVATURE N 780000.00 — STATE PLANE COORDINATE VALUE E 930000.00 THIS INSTRUMENT WAS PREPARED BY PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA SAND & HILLS SURVEYING, INC. 6675 E. CALUMET CIRCLE LAKE WORTH, FLORIDA 33467 LB-7741 PLAT BK 140 PG 18 TRsIV FsLAIND ARCEL IF - FLAT FOUR A PARCEL OF LAND LYING IN SECTION 19, TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA SHEET 4 OF 10 20' PORT ST. LUCIE 1 RIVERLAND PARCEL E - 'RIVERLAND PARCEL E - DRAINAGE EASEMENTt__, - PLAT ONE \ TRACT "L22" PAT ONE Z TRACT "L22" (P.B. 138, PG. 1) I 00 (P.B. 138, PG. 1) w 0) z'`' LIMITS J ccnn O OF PLAT 3 v v 10' U.E. P.O.B. a I RNERLAND PARCELUTHEAST R OF PLAT ONETRACT 14" '0 o �/ (B,ASIS OF BEARINGS) o ``' , (P.B. 138 PG. U N S 89049'/66" E 122,6.49' N 29.00' 49.80' 49.80' 29.00' 37.83' 37.83, 29.00' 49.80' /1 /6.80' 29:00'- 37:83' 37.83' 29.00' 50.59' 55.00' N 1057121.233 E 829585.117 CL/15 D.E. 10' U.E. 7.5' N N N N N N N N \ N N N N �N Lo m m ol m m m m (� I m m ol m ol 55' `'' �' 310 311 ;' 312 m 313 ;' 314 ��'' 315 `,''� 316 �317 �o� o o lq.ovoo�ov o w o�o�o olq.oV o Lo 2761 S.F. P 4741 S.F. p 4741 S.F. � 2761 S.F. r 3601 S.F. P 3601 S.F. P 2761 S.F. r 4741 S.F. I = I r 2761 S.F. T) 3601 S.F. � 3601 S.F. !� 2761 S.F. � 4816 S.F. I Q �- 0 0 0 0 0 0 0 0 4741 S.F. 0 0\ o 0 0 °' 0 0 0 0 0 0 0 0 `n a °\ o �� e I 0 0 0 0 0 0 0 0 I ( 0 �0 0 0 o Q W z z z z z a z z z 0 z z� z w zz � (n W (Z I o \ M I QQ - - _29.00' _49.8049.80' / l --i w29_00' 49.80' 49_80' 29.0037.83' 37.83' _/�,<Lo N 89049'06" W 1171.49' / Q .- I (D OD w� t NEWMAN WAY \LO. � / •� o ~ N �1 N TRACT A N TRACT A NEWMAN WAY N/ TRACT A ,r; 0 m W d 0 00 m --�c\l . N � � - - - - - N 89049'06" W' 1171.49' � m � N 1= ft 640.69 280.40 -� 12520' Q I V m T� � � F- Q r? Q � o- H N N N I �c\j_ U) • m N 89°49'06" W 540.69' I N 89049'06" W 180.40' I A ~ Q --- --- -- -- _ �.-- �Zv > Om 83.33 - - rR 752030.007520 N 89°4906" W 7520'0 <a � wQ �Lq i R=25.00' 5.00' � LLI R=25.00' R=25.00'w. 0i 0 0 ZV A=90°00'00" 00'00" w=90°00'00" _° w ww ,Z O i I I iv 388 L-3927' I9.27' 422 iv cy) � 0 449 L=39.27' I 9 39.27 0 319 0 N6 ��' I W Q a 0 0 �I I to' U.E. 5472 S.F. � O 25' 25' m O to ° �>-1 5926 S.F. I I �---10 U.E. 30 5472 S.F. I m I I o( 5472 S.F. o I Z I Z 0 I I p M O }pro z w I I ° " ( ( v W I I ° " " (� ( I 12' U.E.-R.A. Z 0 N 89 49 06 W 108.33 w Q L U-? N 89 49 06 W 100.20 N 89 49 06 W 100.20 N 89049'06" W 100.20' J W I Q w 2' U.E.-R.A. 55' 0 0"'01 389 I ►� Q , F- I M I 423 ►� ►� 448 (r" ( ►n I rn I 320 R) \ z m I I oo . O O Q O r� OD w 0 V w °° °° °° °° I 4098 S.F. m Q o 3791 S.F. n, x Q x '` 3791 S.F. c`ro Q M 3791 S.F. IMITS 5' D.S.E.- ►=- Z �' to 0 o �' ( w w w( I I [777701 F_PL�AT 5' L.E. I N 89.49'06" W 108.33' z z N 89049'06" W 100.20' 0 0 o N 89°49'06" W 100.20' � V N 89049'06" W 100.20' a \ 150'/l/z R/W 0 0 o m 0 I Q 0 F- Lo rq 6.62' 2' U.E.-R.A. z z o o M D- �j2 U.E.-R.A. V R=30.00' I' 0 0 F- 0 a 0=90000'00" " 390 424 447 I I Z Z z I M I 321 to' u.E. L=47.12' 0=55 46 21 ao ao m oq ao ao L-29.20' 3785 S.F. I I 25' 25' I I 3791 S.F. M r 3791 S.F. ( M I n 3791 S.F. n 'MATCH LINE o U.E. 10' U.E.U.E---- (SEE SHEET 10) 6.41' N 89°49'06" W 95.20' I I I I N 89049'06" W 10020' N 89°49'06" W 10020' I ( I I N 89049'06" W 10020' ,Li - -.--- . N 00°10'54" E MATCH LINE 340.31' (SEE SHEET 5) k ( i 1 f NOTES: COORDINATES SHOWN AR--- GRID COORDINATES DATUM = NAD 83 (1990 ADJUSTMENT) ZONE = FLORIDA EAST ZONE LINEAR UNIT = U.S. SURVEY FEET COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED) SCALE FACTOR = 0.9999E023 PLAT BEARING = GRID BEt RING (n1-1 Z 00 w a' z M �m cn wo LEGEND: ® - SET PERMANENT REFERENCE MONUMENT 5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP STAMPED PRM L.B. #7741 ❑ - FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP STAMPED PRM L.B. #7741 • - SET PERMANENT CONTROL POINT NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 O - FOUND PERMANENT CONTROL POINT NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 A - DELTA ANGLE AC. - ACRES B.E. - BUFFER EASEMENT CB - CHORD BEARING CH - CHORD DISTANCE (� - CENTERLINE D.B. - DEED BOOK D.E. - DRAINAGE EASEMENT D.S.E. - DRAINAGE SWALE EASEMENT L - ARC LENGTH L.A.E. - LIMITED ACCESS EASEMENT L.E. - LANDSCAPE EASEMENT L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT L.M.E. - LAKE MAINTENANCE EASEMENT N.R. - NOT RADIAL N.R.T.F. - NOT RADIAL TO FRONT N.R.T.R. - NOT RADIAL TO REAR N.T.S. - NOT TO SCALE O.R.B. - OFFICIAL RECORD BOOK O.E. - MAINTENANCE do ROOF OVERHANG EASEMENT P.B. - PLAT BOOK P.C.P. - PERMANENT CONTROL POINT PGS. - PAGES P.O.B. - POINT OF BEGINNING P.O.C. - POINT OF COMMENCEMENT P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER R - RADIUS R/W - RIGHT-OF-WAY S.F. - SQUARE FEET S.T. - SURVEY TIE U.E. - UTILITY EASEMENT RAD - RADIAL LINE U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA P.C. ' - POINT OF CURVATURE P.T. - POINT OF TANGENCY P.R.C. - POINT OF REVERSE CURVATURE P.N.R.I. - POINT OF NON -RADIAL INTERSECTION P.R.I. - POINT OF RADIAL INTERSECTION P.C.C. - POINT OF COMPOUND CURVATURE N 780000.00 _ STATE PLANE COORDINATE VALUE E 930000.00 THIS INSTRUMENT WAS PREPARED BY PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA SAND & HILLS SURVEYING, INC. 6675 E. CALUMET CIRCLE LAKE WORTH, FLORIDA 33467 LB-7741 SHEET 2 1 SHEET 3 V / / SHEET 4 SHEET 9 -1 \ SHEET 10 SHEET 5 SHEET SHEET 7 SHEET 6� C� lk ZAA 0 " N.T.S./ lz 3H0248�P25 117 SHEET 4 OF 10 w 0 m Ld a g I GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE PSLUSD PROJECT #5269D PLAT BK 140 PG 19 NOTES: COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 (1990 ADJUSTMENT) ZONE = FLORIDA EAST ZONE LINEAR UNIT = U.S. SURVEY FEET COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED) SCALE FACTOR = 0.99998023 PLAT BEARING = GRID BEARING GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE PSLUSD PROJECT #5269DPROJECT #5269D SF G ND: - SET PERMANENT REFERENCE MONUMENT 5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP STAMPED PRM L.B. #7741 - FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP STAMPED PRM L.B. #7741 - SET PERMANENT CONTROL POINT NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 - FOUND PERMANENT CONTROL POINT NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 - DELTA ANGLE - ACRES - BUFFER EASEMENT - CHORD BEARING - CHORD DISTANCE - CENTERLINE - DEED BOOK DRAINAGE EASEMENT - DRAINAGE SWALE EASEMENT - ARC LENGTH - LIMITED ACCESS EASEMENT - LANDSCAPE EASEMENT .E. - LAKE MAINTENANCE ACCESS EASEMENT - LAKE MAINTENANCE EASEMENT - NOT RADIAL .F. - NOT RADIAL TO FRONT .R. - NOT RADIAL TO REAR 3. - NOT TO SCALE 3. - OFFICIAL RECORD BOOK - MAINTENANCE & ROOF OVERHANG EASEMENT - PLAT BOOK PERMANENT CONTROL POINT S. - PAGES B. - POINT OF BEGINNING C. - POINT OF COMMENCEMENT J.E. - PORT ST. LUCIE UTILITY EASEMENT A. - PROFESSIONAL SURVEYOR AND MAPPER - RADIUS N - RIGHT-OF-WAY - SQUARE FEET - SURVEY TIE - UTILITY EASEMENT D - RADIAL LINE R.A. - UTILITY EASEMENT -RESTRICTED AREA - POINT OF CURVATURE - POINT OF TANGENCY C. - POINT OF REVERSE CURVATURE t.I. - POINT OF NON -RADIAL INTERSECTION I. - POINT OF RADIAL INTERSECTION C. - POINT OF COMPOUND CURVATURE 1.00 _ STATE PLANE COORDINATE VALUE .00 :S INSTRUMENT WAS PREPARED BY PERRY C. WHITE, P.S.M. 42130 STATE OF FLORIDA SAND & HILLS SURVEYING, INC. 6675 E. CALUMET CIRCLE WORTH, FLORIDA 33467 LB-7741 HEET 2 1 SHEET 3 1 SHEET 4 EET\9171 \ SHEET 10 L-o� Jt SHEET 5 SHEET 7 1 i 1 /S' 117 SHEET 5 OF 10 m ■l PLAT BK 140 PG 20 R=30:00' MATCH LINE L-47.12' (SEE SHEET 5) N 89°49'06" W 95.35' N 89049'06" W 100,20' N 89049'06" W 100.20' N 89°49'06" W 100.20' • MATCH L M / 2' U.E R.A� �2' U.E.-R.A. I I 25' 25' I I I /_ ° / 330 1 '(SEE SHEET 10) 1 �41 46 53 FO 25 25 �, 433 M 30' 438 M ►� a I <:- L=2/1�88' 399 i I I m I 3791 S.F. 10, U.E-°-� °° I I °° °Q �/ 3849 S.F. 3791_S.F. � ti Ito)- t0 U.E. 3791 S.F. M ,� 150' R/W 5' L.E. ��-��- M _ M KUp ► C61 1 ° „ / I I' 1 I I ° " 89°49'06" W 100.20' I ) `r? W '�? 1 "? I I N 89°49'06" W 100.20' a cj N 89 49 06 W 1,04.93 / _ N 89 49 06 W 100.20 N Z a rq 5' D.S.E. �• .. of 1 400. o,� � �Q , 434 0 0 c LO 0 437 o w Z w � w b o O O w --� w e w ,'o q w 0 w O o w �- w o o �: 10' U.E. z�1 ► I I I I I ml ICI -.� �' N 2906 S.F. N a x N 2906 S.F. N o 0 o N 2906 S.F. N .. N 3043 S.F. N � Pz �� � v v L 0 Q 1 I N 89°49'06" W 104.93' o Q o f Q o N 89°49'06" W 100.20' \ o Q o o N 89°49'06" W 100.20' o o I oo N 89°49'06" W 100.20' w1 1 00 oo o0 o Imo- o z z z I I 55' 1 1 I I z z z I_ /I z z 2' U.E.-R.Ai �2' U.E.-R.A. o 1 401 10, U.E--I �' I I M 1--10' U.E. 435 _ 436 I I I ►� I 332 I 0 0� I a 5761 S.F. 5496 S.F. °' m z �1 i= !� R=25.00' R=25.00' 5496 S.F. R=25.00' ' I I p=90 .0 00 5496 S.F. j1 to 1 =90° .00' I A=90 00 00 w o &=90 00 00 ° " o ui i I o j L=39.2T __ �_\\ �/ L=39.2T L-39.27 L=39.27' N 1 I + `� / \ - , / -- � � `� S89049'26"E I I IT _ 79_93' / \\ 7,5:20� - - 30_00' /75.20' N 89°49'06" W 75.20' j 20.00 - - I ( LIMITS N 89°49'06" W 410.69' _ 1 N 89049'06" W/180.40' ��" �' ��' I OF PLAT ;n in o N N N N 460.69, /280.40'_125.20' • - - - - - N 89°49'06" W 866.29' o CAGNEY ROAD "A" CAGNEY ROAD "A" CT TRACT "A" to o 1 N N 89°4,9 06" W 866.29' 29.00'- -43.60' - - - - - - - - 37.8- -00'- - -/46/ / 29.0037.8337.8329.0048.60' - - - - - __ - I M I 1 ' ' 0/� Q 20' 0 w s ¢ Ld o I I = P.S.L.U.E.I 1--(0 I Q 1J=(Q�--�1 �w.. wa 346 u O345 o O344 0 343 0 342 o 341 e 340 e 339 III Ov o \ o \ IIII QUH ^W IIIII m W Q\ � oo O co (o' co QJ(Vn Jm r� /0cm0Z`8 c>= a m m m m m m m m m m m ��t w w w w w o o O CL > ti L_336. � (�w � � N c o� o 2784 S.F. 0 4186 S.F. 0 4186 S.F. 0 2784 S.F. 0 3632 S.F. 0 3632 S.F. O 2784 S.F. O 4493 S.F. O 4493 S.F. 0 2784 S.F. 03632 S.F. O 3�2 S.O2784 S.F. 4666 S.F. 00 m ° el e O O O w �W I I O O OJ W O O O O 11;3-N z z z z z z z z z 1- z z CL 15D.E. M� � 00 N o b Qom N w Q\ OCL 29.00'3.60' 43.60' 29.00' 37.63' 37.83' 29.00' 46.80' 46.80' 29.00' 37.83' 37.83' 9.00, 48,60' O OL m N 89049'06" W 937.44' ui CL N N N z> bm, VZzQ Ld�O w Q p o0> 0 20' 10' U.E. z H 1 ' p M to I ' L.M.E./N � 'r' c J °° � ZD z (n z I N w J �UNPLATTED SECTION 19, TOWNSHIP 37 SOUTH, RANGE 39 EAST----., LIMITS OF PLAT TRACT "L24" WATER MANAGEMENT TRACT 7.53 AC. w 0 N -i 1187.83' N 89049'06" W 1242.839 io I 20.00' 0 20.00, ODKi _ �j Lu o 20' toQoo0 , I P.S.L.U.E.I a.. 01 ,`n °' 20 o N CO �z \m L.M.E. it °' m Icn Oa L Q� SECTION 19, I TOWNSHIP 37 SOUTH, RANGE 39 EAST NOTES: , Z CL 00 z� J m Lj COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 (1990 ADJUSTMENT) ZONE = FLORIDA EAST ZONE LINEAR UNIT = U.S. SURVEY FEET COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED) SCALE FACTOR = 0.99998023 PLAT BEARING = GRID EEARING GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE PSLUSD PROJECT #5269D 0 5 15 30 60 90 SCALE:.1" = 30' LEGEND!. © - SET PERMANENT REFERENCE MONUMENT 5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP STAMPED PRM L.B. #7741 ❑ - FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP STAMPED PRM L.B. #7741 • - SET PERMANENT CONTROL POINT NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 O - FOUND PERMANENT CONTROL POINT NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 A - DELTA ANGLE AC. - ACRES B.E. - BUFFER EASEMENT CB - CHORD BEARING CH - CHORD DISTANCE - CENTERLINE D.B. - DEED BOOK D.E. - DRAINAGE EASEMENT D.S.E. - DRAINAGE SWALE EASEMENT L - ARC LENGTH L.A.E. - LIMITED ACCESS EASEMENT L.E. - LANDSCAPE EASEMENT L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT L.M.E. - LAKE MAINTENANCE EASEMENT N.R. - NOT RADIAL N.R.T.F. - NOT RADIAL TO FRONT N.R.T.R. - NOT RADIAL TO REAR N.T.S. - NOT TO SCALE O.R.B. - OFFICIAL RECORD BOOK O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT P.B. - PLAT BOOK P.C.P. - PERMANENT CONTROL POINT PGS. -PAGES P.O.B. - POINT OF BEGINNING P.O.C. - POINT OF COMMENCEMENT P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER R - RADIUS R/W - RIGHT-OF-WAY S.F. - SQUARE FEET S.T. - SURVEY TIE U.E. - UTILITY EASEMENT RAD - RADIAL LINE U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA P.C. - POINT OF CURVATURE P.T. - POINT OF TANGENCY P.R.C. - POINT OF REVERSE CURVATURE P.N.R.I. - POINT OF NON -RADIAL INTERSECTION P.R.I. - POINT OF RADIAL INTERSECTION P.C.C. - POINT OF COMPOUND CURVATURE N 780000.00 _ STATE PLANE COORDINATE VALUE E 930000.00 THIS INSTRUMENT WAS PREPARED BY PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA SAND & HILLS SURVEYING, INC. 6675 E. CALUMET CIRCLE LAKE WORTH, FLORIDA 33467 LB-7741 SHEET 2 1 SHEET 3 1 SHEET 4 n. 9 1\ SHEET 10 j-'j 1- SHEET 5 SHEET 7 N.T.S! 117 SHEET 6 OF 10 Q m a F- 5 ■m PLAT BK 140 PG 21 R=30.00' ° " L-71.15' MATCH LINE ° 47.12' (SEE SHEET 10) N 89049'06" W 304.19' 37.83 37.83' 29.00'0. IV -- to. IV 37.83 37.83 23.33' o �N I CL 20' D.E. o N N 10' 10'1 !', O O O O O O Q OJ o� I I 0) p ti 410 409 408 407 406 w 405 404 � 403 t O � O 402 w 6213 S.F. !n 3632 S.F. P 3632 S.F. p 2784 S.F. p 4618 S.F. I I 4618 S.F. P 3632 S.F. P 3632 S.F. `" 423o S.F. 0 0 0 o I o I o 0 0 to 0 0 0 0 0 \ z z z Z I Z ( w z z z z w o / � Dp �-�--�� - 16' __ - - -1 _ I - L Q,9p°� � � / 37.833' 37.83' 2900' 48.10'_ 48.10, 37.83' 37.83' 43.60' DO 001' L=243.47' \ �� \/ N 89049'06" W 410.69' Qw�;cil'10Q_.O(, / �, 4 ,-9 _° d N TRACT A CAGNEY ROAD N 0 0 `N44°49' ps`�" L_282.74' _ / _ _ 460.69' CH=254.56 \/ N 89049'06" W 866.29' .pp, �' •o , L-322.0�1 N 89049'06" W 866.29' �M' ,;;� 29.00'/ / 37.83' Ti783' 29.00__ 48.60' 48.60' 29.00' 37.83' 37.83' o ff' 00 M i � w 3616 S.F. +�' cmo °i o 0 o i� o o I o I o 0 0 o W^ ,•,h oo d o 0 0/ o 0 0 0 0 0 o Z co c� co co w to to 0 co co w 1--1 °�L m m m m m I m I m m m m J 357 Li w w w w� w w w w w w w ` 355 ` 354 �!LO 353 352 Zr51ul) I �I 350 349 = I 348 R 347 = = w v � v � 351 ;/ � v 3 5724 S.F. m o 2784 S.F. 0 3632 S.F. 0 3632 S.F. o 0 4666 S.F. o � � o � � -. 4666 S.F. O 2784 S.F. 0 3632 S.F. o .3632 S.F. o V � 81. 0 4797 S.F. ° 2784 S.F.; I/; I o �- W • tiss Z 0 0 0 0 0 0 0 0 0 0 Q W ° z z z z z z z z z z �� 3ggsry 3 I CL 20' D.E. /101>1 . g2, \ 18.17' 58.03, v R=50.00' • °=34014'21" L=29.88' tl 1J L n n VERLA, D PAIR q A PARCEL OF LAND LYING IN SECTION 19, TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA SHEET 7 OF 10 R=50.00' °=81.31'37" �UNPLATTED SECTION 19, TOWNSHIP 37 SOUTH, RANGE 39 EAST---.,,, / /0, 10' 29.00' 37.83' 1 37.83' 1 29.00' 48.60' / 1 48.60' �",\29.00' 37.83' �3�7.83' o w N 89049'06" W 937 44' o w TRACT "L24" WATER MANAGEMENT TRACT 7.53 AC. N 89049'06" W 1242.83' LIMITS OF PLAT UNPLATTED SECTION 19, NOTES: TOWNSHIP 37 SOUTH, COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 (1990 ADJUSTMENT) RANGE 39 EAST ZONE = FLORIDA EAST ZONE LINEAR UNIT - U.S. SURVEY FEET COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED) SCALE FACTOR = 0.99998023 PLAT BEARING = GRID BEARING GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE I PSLUSD PROJECT #5269D LEGEND: ® - SET PERMANENT REFERENCE MONUMENT 5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP STAMPED PRM L.B. #7741 ❑ - FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP STAMPED PRM L.B. #7741 • - SET PERMANENT CONTROL POINT NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 O - FOUND PERMANENT CONTROL POINT NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 ° - DELTA ANGLE AC. -ACRES B.E. - BUFFER EASEMENT CB - CHORD BEARING CH - CHORD DISTANCE CL - CENTERLINE D.B. - DEED BOOK D.E. - DRAINAGE EASEMENT D.S.E. - DRAINAGE SWALE EASEMENT L - ARC LENGTH L.A.E. - LIMITED ACCESS EASEMENT L.E. - LANDSCAPE EASEMENT L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT L.M.E. - LAKE MAINTENANCE EASEMENT N.R. - NOT RADIAL N.R.T.F. - NOT RADIAL TO FRONT N.R.T.R. - NOT RADIAL TO REAR N.T.S. - NOT TO SCALE O.R.B. - OFFICIAL RECORD BOOK O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT P.B. - PLAT BOOK P.C.P. - PERMANENT CONTROL POINT PGS. - PAGES P.O.B. - POINT OF BEGINNING P.O.C. - POINT OF COMMENCEMENT P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER R - RADIUS R/W - RIGHT-OF-WAY S.F. - SQUARE FEET S.T. - SURVEY TIE U.E. - UTILITY EASEMENT RAD - RADIAL LINE U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA P.C. - POINT OF CURVATURE P.T. - POINT OF TANGENCY P.R.C. - POINT OF REVERSE CURVATURE P.N.R.I. - POINT OF NON -RADIAL INTERSECTION P.R.I. - POINT OF RADIAL INTERSECTION P.C.C. - POINT OF COMPOUND CURVATURE N 780000.00 E 930000.00 - STATE PLANE COORDINATE VALUE THIS INSTRUMENT WAS PREPARED BY PERRY C. WHITE, P.S.M. 42139 STATE OF FLORIDA SAND & HILLS SURVEYING, INC. 6675 E. CALUMET CIRCLE LAKE WORTH, FLORIDA 33467 LB-7741 SHEET 2 1 SHEET 3 1 SHEET 4 9 -1 \ SHEET 10 V -I I- SHEET 5 7 Z S. 117 SHEET 7 OF 10 PLAT BK 140 PG 22 A PARCEL OF LAND LYING IN SECTION 19, TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA SHEET 8 OF 10 GH LINE MAE SHEET 9) N 08.17'29" W ($E 70.53' N 81°42'31" E 109.g1 8,93' _10•4723" 412=23°40'oMATCH LINE 4" � �g.19' 3186 S.F. LS20.65' (SEE SHEET 10) ' (N R \ , ° 4Z2" E g1.98 ) 25 10' VE. N 81•42'31 E 111.20 (N.RJ R=50.00' N g0 2,, 0=81°31'37" L=71.15' 1 N 20°04'40" W E'( 9) '�_ 363 4 L0381p0" \ \ \ De�2�0 0 5 15 30 60 90 \ (RADIAL) (SEE SHE �, O �C, • -a 3534 S.F. \ n �� 77777 \\ � 7--- •24,22" 6714 S.F. SCALE: 1„ = 30' N 80 � p o• W E o <% o �\ ° � o I I . I I I ' . . L - I - I I L (N.RJ N 0504258" E 85.60' N 1056372.899 \ E 828106.140 P.N.R.I. S 34°37'45" W-_y/ (RADIAL) / LIMITS OF PLAT R=331.00'--- A 23°47'21" L=137.43' �--- UNPLATTED SECTION 19, TOWNSHIP 37 SOUTH, RANGE 39 EAST — N 1056273.888 / \ E 828200.020 N 31 °34'54" W 42.07' N 1056238.04' E 828222.054 op 100 DVy�663 \ 0 Q� v 0. 5732 S.F. /\ p\ C�, °6'/y '° 0 < \\, 50 5892 S.F. „�L �h�^� vN �' R=100.00' D �;� 360 �� ,moo �- Z�L 80.26 7" ? 2791 S.F.h�' h 3°69• 41 3513 S.F. h� 2 SS0 9 3g, 0• ° Sg2, d�83, v TRACT "L24" WATER MANAGEMENT TRACT 7.5 3\AC. P.T. R=50.00' 0=73000'51" L=63.72' UNPLATTED SECTION 19, TOWNSHIP 37 SOUTH, RANGE 39 EAST---,,._, � LIMITS OF PLAT NOTES: COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 (1990 ADJUSTMENT) ZONE = FLORIDA EAST ZONE LINEAR UNIT = U.S. SURVEY FEET COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED) SCALE FACTOR = 0.99098023 PLAT BEARING = GRID SEARING SLUSD PROJECT #5269D GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE e LEGEND: ® - SET PERMANENT REFERENCE MONUMENT 5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP STAMPED PRM L.B. #7741 ❑ - FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP ' STAMPED PRM L.B. #7741 • - SET PERMANENT CONTROL POINT NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 O - FOUND PERMANENT CONTROL POINT NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 - DELTA ANGLE AC. - ACRES B.E. - BUFFER EASEMENT CB - CHORD BEARING CH - CHORD DISTANCE CL - CENTERLINE D.B. - DEED BOOK D.E. - DRAINAGE EASEMENT D.S.E. - DRAINAGE SWALE EASEMENT L - ARC LENGTH L.A.E. - LIMITED ACCESS EASEMENT L.E. - LANDSCAPE EASEMENT L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT L.M.E. - LAKE MAINTENANCE EASEMENT N.R. - NOT RADIAL N.R.T.F. - NOT RADIAL TO FRONT N.R.T.R. - NOT RADIAL TO REAR N.T.S. - NOT TO SCALE O.R.B. - OFFICIAL RECORD BOOK O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT P.B. - PLAT BOOK P.C.P. - PERMANENT CONTROL POINT PGS. - PAGES P.O.B. - POINT OF BEGINNING P.O.C. - POINT OF COMMENCEMENT P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER R - RADIUS R/W - RIGHT-OF-WAY S.F. - SQUARE FEET S.T. - SURVEY TIE U.E. - UTILITY EASEMENT RAD - RADIAL LINE U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA P.C. - POINT OF CURVATURE P.T. - POINT OF TANGENCY P.R.C. - POINT OF REVERSE CURVATURE P.N.R.I. - POINT OF NON -RADIAL INTERSECTION P.R.I. - POINT OF RADIAL INTERSECTION P.C.C. - POINT OF COMPOUND CURVATURE N 780000.00 - STATE PLANE COORDINATE VALUE E 930000.00 THIS INSTRUMENT WAS PREPARED BY PERRY C. WHITE, P.S.M. 42139 STATE OF FLORIDA SAND & HILLS SURVEYING, INC. 6675 E. CALUMET CIRCLE LAKE WORTH, FLORIDA 33467 LB-7741 SHEET 2 1 SHEET 3 1 SHEET 4 8 9 -1\ SHEET 10 1-1 [—SHEET 5 7 SHEET ice / KEY MA ,S^H02-48�P2-5-117 SHEET 8 OF 10 a m m® PLAT BK 140 PG 23 1�l IL [MID P 1pi • A PARCEL OF LAND LYING IN SECTION 19, TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST., LUCIE, ST. LUCIE COUNTY, FLORIDA SHEET 9 OF 10 WNSHIP 37 SOUTH, RANGE-39-EAST - UNPLATTED SECTION 19, TOWNSHIP 37 SOUTH, RANGE 39 EAST--�, N 00010'54" E 320.73' N 20.04'40" W N 1056458.070 �� (RADIAL) / . E 828114.665 P.N.R.I. -_ MATCH LINE (SEE SHEET 8 Mco N 89°49'06" W 100.20' N 89°49'06" W 96.00' b N IT co w �r 0 0 0 0 0 W, M O JW V 0) QW 2N R=500.00' A=8°28'23" L-73.94' Ill hL ' � I LEGEND: ® - SET PERMANENT REFERENCE MONUMENT 5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP STAMPED PRM L.B. #7741 ❑ - FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP STAMPED PRM L.B. #7741 • - SET PERMANENT CONTROL POINT NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 O - FOUND PERMANENT CONTROL POINT NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 A - DELTA ANGLE AC. - ACRES B.E. - BUFFER EASEMENT CB - CHORD BEARING CH - CHORD DISTANCE CL - CENTERLINE D.B. - DEED BOOK D.E. - DRAINAGE EASEMENT D.S.E. - DRAINAGE SWALE EASEMENT L - ARC LENGTH L.A.E. - LIMITED ACCESS EASEMENT L.E. - LANDSCAPE EASEMENT L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT L.M.E. - LAKE MAINTENANCE EASEMENT N.R. - NOT RADIAL N.R.T.F. `- NOT RADIAL TO FRONT N.R.T.R. - NOT RADIAL TO REAR N.T.S. - NOT TO SCALE O.R.B. - OFFICIAL RECORD BOOK O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT P.B. - PLAT BOOK P.C.P. - PERMANENT CONTROL POINT PGS. - PAGES P.O.B. - POINT OF BEGINNING P.O.C. - POINT OF COMMENCEMENT P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER R - RADIUS R/W - RIGHT-OF-WAY S.F. - SQUARE FEET S.T. - SURVEY TIE U.E. - UTILITY EASEMENT RAD - RADIAL LINE U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA P.C. - POINT OF CURVATURE P.T. - POINT OF TANGENCY P.R.C. - POINT OF REVERSE CURVATURE P.N.R.I. - POINT OF NON -RADIAL INTERSECTION P.R.I. - POINT OF RADIAL INTERSECTION P.C.C. - POINT OF COMPOUND CURVATURE N 780000.00 - STATE PLANE COORDINATE VALUE E 930000.00 f NOTES: COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 (1990 ADJUSTMENT) ZONE = FLORIDA EAST ZONE LINEAR UNIT = U.S. SURVEY FEET COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED) SCALE FACTOR = 0.99998023 PLAT BEARING = GRID BEARING PSLUSD PROJECT #5269D GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE THIS INSTRUMENT WAS PREPARED BY PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA SAND & HILLS SURVEYING, INC. 6675 E. CALUMET CIRCLE LAKE WORTH, FLORIDA 33467 LB-7741 SHEET 2 1 SHEET 3 SHEET 4 SKEET 9 A \ SHEET 10 1-1 f- SHEET 5 SHEET SHEET 7 SHEET 6 ii N.T.S. SH0248�P25 117 SHEET 9 OF 10 5 t, PLAT BK 140 PG 24 TCH LINE :E .SHEET 2) 20' R=30,1 =90°0, L=47. W" Z a) E--1 W =Wcn c V n QLu cUJ n 20' L.M.E. R=50( A=8°2 L=73 z 0 c 10 O W 20' -�� • � U M.E. d �.H D ® •P� A PARCEL OF LAND LYING IN SECTION 19, TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA SHEET 10 OF 10 MATCH LINE \ (SEE SHEET 3) N 89049'06" W 339.49' w J .J TCOIJL-mLjj FX*,lUF� MATCH LINE (SEE SHEET 4) 20' L.M.E. 20' L.M.E. W, •J W w =W x� V 0 o W o o �� z I 20' L.M.E. `j MATCH LINE N � N 89049'06" W 304.19' -' (SEE SHEET 6)� MATCH LINE (SEE SHEET 7) I NOTES: COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 (1990 ADJUSTMENT) ZONE = FLORIDA EAST ZONE LINEAR UNIT = U.S. SURVEY FEET COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED) SCALE FACTOR = 0.99998023 PLAT BEARING = GRID BEARING PSLUSD PROJECT #5269D GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE o'y quo Xh ZA LEGEND: e - SET PERMANENT REFERENCE MONUMENT 5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP STAMPED PRM L.B. #7741 ❑ - FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP STAMPED PRM L.B. #7741 • - SET PERMANENT CONTROL POINT NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 O - FOUND PERMANENT CONTROL POINT NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 A -DELTA ANGLE AC. - ACRES B.E. - BUFFER EASEMENT CB - CHORD BEARING CH - CHORD DISTANCE CL - CENTERLINE D.B. - DEED BOOK D.E. - DRAINAGE EASEMENT D.S.E. - DRAINAGE SWALE EASEMENT L - ARC LENGTH L.A.E. - LIMITED ACCESS EASEMENT L.E. - LANDSCAPE EASEMENT L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT L.M.E. - LAKE MAINTENANCE EASEMENT N.R. - NOT RADIAL N.R.T.F. - NOT RADIAL TO FRONT N.R.T.R. - NOT RADIAL TO REAR N.T.S. - NOT TO SCALE O.R.B. - OFFICIAL RECORD BOOK O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT P.B. - PLAT BOOK P.C.P. - PERMANENT CONTROL POINT PGS. - PAGES P.O.B. - POINT OF BEGINNING P.O.C. - POINT OF COMMENCEMENT P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER R - RADIUS R/W - RIGHT-OF-WAY S.F. - SQUARE FEET S.T. - SURVEY TIE U.E. - UTILITY EASEMENT RAD - RADIAL LINE U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA P.C. - POINT OF CURVATURE P.T. - POINT OF TANGENCY P.R.C. - POINT OF REVERSE CURVATURE P.N.R.I. - POINT OF NON -RADIAL INTERSECTION P.R.I. - POINT OF RADIAL INTERSECTION P.C.C. - POINT OF COMPOUND CURVATURE N 780000.00 - STATE PLANE COORDINATE VALUE E 930000.00 THIS INSTRUMENT WAS PREPARED BY PERRY C. WHITE, P.S.M. 42139 STATE OF FLORIDA SAND & HILLS SURVEYING, INC. 6675 E. CALUMET CIRCLE LAKE WORTH, FLORIDA 33467 LB-7741 SHEET 2 1 SHEET 3 SHEET 8� i I 71, SHEET 4 N.T.S: 117 SHEET 10 OF 10