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HomeMy WebLinkAbout130 25-31 Riverland Parcel D - Plat SevenCFN # 5432653 PLAT BOOK 130 PAGE 25., Recorded 01/17/2025 02:27:34 PM SAINT LUCIE COUNTY Deputy Clerk NOBLES INSTR # 5 32653 P BK 130 Pages 25 - 31 RECORDED 01/17/2025 02:27:34 PMfj SAINT LUCIE COUNTY SECTION 20, 7 BEING A A PARCEL OF LAND LYING IN OWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA SHEET 1 OF 7, A - LEGAL DESCRIPTION: CERTIFICATION OEz OWNERSHIP &IDEDICKTION (CONTINUED) APPROVA L OF CITY COUNCIL BEING A PARCEL OF LAND LYING WITHIN ECTION 20, TOWNSHIP 37�SOUTH, RANGE 39 6) THE CITY OF PORT ST. LUCIE UTILITY, EASEMENTS (P.S.L.U.E.) AS SHOWN HEREON ACKNOWLEDGMENT BEING MORE STATE OF FLORIDA EAST, CITY OF PORT ST. LUCIE, ST. LUCIE/COUNTY, FLORIDA MD ARE HEREBY DEDICATED TO THE CITY O�NPORT ST. LUCIE (-CITY"), ITS SUCCESSORS, STATE OF FLORIDA AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES AND ASSIGNS, A GENERAL COUNTY OF BROWARD COUNTY OF ST. LUCIE PARTICULARLY DESCRIBED AS FOLLOWS: INGRESS/EGRESS EASEMENT OVER AN'D ACR6ss ITS DRIVEWAYS, PARKING, COMMON OR BEGIN AT THE NORTHWEST CORNER OF RIVERLAND PARCEL D - PLAT ONE -REPLAT, AS OPEN AREAS FOR ACCESS TO, OPERATION� MODIFICATIONS, INSTALLATION OF OR RECORDED IN PLAT BOOK 124, PAGE 33, PUBLIC RECORDS OF ST. LUCIE COUNTY, BEFORE ME, BY MEANS OF 00 PHYSICAL PRESENCE OR ONLINE NOTARIZATION, IT IS HEREBY CERTIFIED THAT THIS PLAT OF RIVERLAND PARCEL D - PLAT SEVEN, HAS FLORIDA; THENCE, ALONG THE WESTERLY BOUNDARY OF SAID RIVERLAND PARCEL D - MAINTENANCE OF, PUBLIC UTILITIES FkILITIES� INCLUDING 13UT NOT LIMITED TO, WATER RICHARD M. NORWALK, WHO IS PFRSONAI -I Y KNoWKI In ME OR HAS PRODUCED BEEN OFFICIALLY APPROVED FOR RECORD BY THE CITY COUNCIL OF THE CITY OF PORT AND WASTEWATER LINES, APPURTENANT FACILITIES, AND EQUIPMENT. THERE SHALL BE ----------------------- AS IDENTIFICATION, AND WHO EXECUTED THE ST. LUCIE AND ALL DTDJLATIONS TO THE CI F PORT ST. LUCIE HEREIN ARE 0A%&"V ----------- 2025. PLAT ONE ' REPLAT FOR THE FOLLOWING FOUR (4) DESCRIBED COURSES, SOUTH NO OTHER PUBLIC OR PRIVATE UTILITYiFACILrriES INSTALLED IN, ON, OVER, UNDER, OR ACCEPTED,T DAY OF 0 02-08-02- EAST, A DISTANCE OF 623.13 FEET TO THE POINT OF CURVATURE OF A! ACROSS THE EASEMENT AREA WITHOUT THE eITY'S WRITTEN PERMISSION. -THERE SHALL FOREGOING INSTRUMENT AS VICE PRESIDENT OF RIVERLAND IV CORPORATION, AND SURVEYORS NOTES' CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 3634.00 FEET, A CENTRAL ANGLE OF SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT HE EXECUTED SUCH BE NO IMPROVEMENTS OF ANY KIND' INCLU61NG, BUT NOT LIMITED TO, LANDSCAPING INSTRUMENT ON BEHALF OF SAID CORPORATION, AND THAT THE SEAL AFFIXED TO 1) BEARINGS ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (1990 ADJUSTMENT) 14*59'41"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, A CONSTRUCTED WITHIN THE BOUNDARIES OF THE EASEMENT AREA WHICH'WOULD THE FOREGOING INSTRUMENT IS THE CORPORATE SEAL OF SAID CORPORATION AND FLORIDA EAST COAST STATE PLANE COORDINATE SYSTEM (EAST ZONE) THE WEST LINE OF DISTANCE OF 951.04 FEET TO A POINT OF TANGENCY; THENCE SOUTH 12*51'38" WEST, RESTRICT THE OPERATION AND MAINTENMCE OF,,/OR WHICH MAY.IN.ANY MANNER THAT IT WAS AFFIXED TO SAID INSTRUMENT BY DUE AND REGULAR CORPORATE RIVERLAND PARCEL D - PLAT ONE REPLAT, AS RECORDED IN PLAT BOOK 124, PAGE 33, A DISTANCE OF 98.12 FEET; THENCE NORTH 77*08'22" WEST, A DISTANCE OF 849.97 RESULT IN HARM TO THE CITY�S FACIL(TIES. THE, VAL6CIA PARC HbMEOW9ERS AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREE ACT AND DEED OF SAID 0 ta FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHERLY, HAVING A ASSOCIATION, INC., ITS SUCCESSORS,OR ASSIGNS, SHALL MAINTAIN, REPAIR AND oo HAVING A BEARING OF SOUTH 02*08'02" EAST, WITH ALL BEARINGS SHOWN HEREON BEING CORPORATION. WITNESS MY AND AN FFICIAL SEAL THIS Jl-tY- DAY OF ---- DMI RELATIVE THERETO. RADIUS OF 2070.00 FEET, A CENTRAL ANGLE OF 05*06'00"; THENCE WESTERLY ALONG REPLACE ANY PERMITTED IMP�OVEMENTS OVER THE UTILITY EASEkNT, WHICH ARE NOT Q�� PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED OR DESTROYED 13Y THE/CffY,, 2024. SALLY WALSH, CITY CLERK j ski - THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF 184.26 FEET TO THE POINT OF It'SUCCESSORS OR,ASSIGNS, DESIGNEES OR CONtRACTORSIN THE), CONSTRUCTION, , SHANNON M. MARTIN, MAYOR sukl%j v 6 INTERSECTION WITH AENON-TANGENT LINE; THENCE NORTH 76*2226" WEST,,A DISTANCE COMMISSION -MAINTENANCE OF,,OR ACCESS TO, THE CITY,S FACILITIES. THE,,CITY, ITS NOTARY PUB NUMBER: --- 2) NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL DEPICTION OF 139.17 FEET; TH NCE NORTH 00*26'34" WEST, A DISTANCE OF 1139.94 FEET TO OPERATION, IC: THE POINT OF NON -RADIAL INTERSECTION WITH A CURVE, CONCAVE NORTHWESTERLY, SUCCESSORS OR ASSIGNS,,SHALL HAVE THE RIGHT TO REQUIRE THENREMOVAL OF ANY MOM CERMCATE OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE HAVING A RADIAL BEARING OF NORTH 22-27'05" WEST, A RADIUS OF 60.00 FEET AND A IMPROVEMENTS, WHICH -ARE CONSTRUCTED IN vIbLATioN,/6F THE CONDITIONS SET FORTH ABOVE. IF VlOtkl-NG IMPROVEMENTS ARE NOT* REMOVED UPON REQUEST/THE CITY, ITS 4PRINT SUPPLANTED IN,THE AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE 46 , STATE OF FLORIDA CENTRAL ANGLE OF 6-�59'28"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE OR CONTRACTORS WILL/ ex, --.,* PLAT. TO THE LEFT, A DISTANCE OF 71.20 FEET TO A POINT OF TANGENCY; THENCE NORTH SUCCESSORS OR ASSIGNS, DESIGNEES/ REMOVE,,SAID� �,OTAA?j_ 4 - COUNTY OF ST. LUCIE IMPROVEMENTS WITHOUT LIABILITY, RESPONSIBILITY/OR COS! TO THE,bTY. THE/CITY-OF MY COMMISSION EXPIRES:- 7 .5- 00-26'34" WEST, A DISTANCE OF 45.84 FEET TO THE POINT OF CURVATURE OF A PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR 3) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE FAY Comm. Expire$ Z _= SAID EASEMENTS EXCEPT AS SHALL/RELATE/TO THE SERVICING OF SUCH PUBLIC Ma 30, 2026 1 MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT OF ST. LUCIE, FLORIDA, DO HEREBY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. OF 45*00'00"; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, y CERTIFY THAT THIS PLAT HAS BEEN EXAMINED, AND THAT IT COMPLIES IN FORM WITH UTILITIES BY THE CITY OF PORT ST No. HH251040 'E OF 39.27� FEET TO A POINT OF TANGENCY; THENCE NORTH 45*26'34' WEST, (P, A DISTANC VE ACCEPTANCE OF DEDICATION :;A 'T -� ALL THE REQUIREMENTS OF THE LAWS OF FLORIDA PERTAINING TO MA!0D PLATS, A DISTANCE OF 18.33 FEET TO THE POINT TO THE POINT OF CURVATURE OF A CUR I 4Q AND THAT TJIIS PLAT VAS BEEN FILED FOR RECORD IN PLAT BOO ---------- 4) ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AND DECIMALS THEREOF. STATE OF FLORIDA PIJB CONCAVE SOUTHERLY, HAVING A RADIUS OF 72.00 FEET, A CENTRAL ANGLE O� 7) THE UTILITY EASEMENTS (UZ %WN HEREON /RUNNING ADJACENT AND AD PURPO I SES ARE NON-EXCLUSIVE COUNTY OF BROWARD PAGES 44*10'46"- THENCE WESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A PARALLEL TO THE TRACTS FOR PRIVATE RO OF F�O� OF THE'PUBLIC RECORDS OF ST. LUCIE COUNfY, FLORIDA, THIS 5) THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1, FLORIDA DISTANCE 6F 55.52 FEET TO THE POINT OF CUSP WITH A CURVE, CONCAVE NORTHERLY, EASEMENTS AND ARE HEREBY DEDICATED FOR THE�INSTAL�ATION, OPERATION, "Jil �%\ _-, DAY OF OLVUSIOLN, 2025. STATUTES BY A PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY OR UNDER HAVING A RADIAL BEARING OF NORTH 00*22'40" EAST. A RADIUS OF 7100.00 FEET AND MAINTENANCE, REPAIR, EXPANSION AND REPLACEMENTjOF UTILMES, BOTH PUBLIC/AND VALENCIA PARC HOMEOWNERS ASSOCIATION, INC.,HEREBY: I PRIVATE, INCLUDING, BUT NOT LIMITED TO, WATER AND WASTEWATER LINES, ELECTRICAL t, C Iz- �;ONTRACT WITH THE CITY OF PORT ST. LUCIE. A CENTRAL ANGLE OF � 08-15',37"; THENCE EASTERLY ALONG THE ARC OF SAID CURVE TO A CA N, LINES, GAS LINES, AND TELECOMMUNICATION LINES,""AND ALL RELATED FACILITIES AND THE LEFT, A DISTANCE OF 1023.59 FEET TO THE POINT OF REVERSE CURVATURE OF A 1) ACCEPTS THE DEDICATIONS AND/OR THEIR OBLIGA I IONS AS STATED HEREON, OF v CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 5786.21 FEET, A CENTRAL ANGLE APPURTENANCES. PURSUANT TO SECTION 177.091(28), FLORIDA STATUTES, THE UTILITY TRACT A, TRACTS L15B, C16 AND L17, LAKE MAINTENANCE EASEMENTS, LAKE R. MILLER, CLE CIRCUIT COURT EASEMENTS SHALL ALSO BE USED FOR THE CONSTRUCTION, INSTALLATION, MkNTENAN�E 0 ALL LINES SHOWN HEREON THAT INTERSECT CIRCULAR CURVES ARE RADIAI. T I HE OF 02*36142"; THENCE EASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT. A MAINTENANCE ACCESS EASEMENTS, DRAINAGE, EASEMENTS, DRAINAGE SWALE COUNTY, FLORIDA f INTERSECTING CURVE UNLESS OTHERWISE NOTED. AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER, NO SUCH MENTS, PORT ST. LUCIE UTILTIY eg DISTANCE OF 263.74 FEET TO THE POINT OF BEGINNING. EASEMENTS, LANDSCAPE EASEMENTS, UTILITY EASE CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION EASEMENTS, AND OPEN SPACE TRACTS CS1,TROUGH OS4, AS SET FORTH UPON THIS CONTAINING 41.923 ACRES, MORE OR LESS. SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES &-AN ELECTRIC, PLAT AND SPECIFIC��DEDICATE15 ALENCIA PARC HOMEOWNERS 7) THE BOUNDARY SURVEY UPON WHICH THIS BOUNDARY OF THIS PLAT IS BASED WAS TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABI_Ef�TELEVISION PREPARED ON SEPTEMBER 18, 2023. ASSOCIATION, INC. COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THE FOREGOING SHALL NOT APPLY TO THOSE PRIVATE T7 EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC 2) CONSENTS TO THE PLATTING OF THE LANDS'HEREIN. I, __t& Leg, -TORNEY IN TELEPHONE, GAS, ------ -- - * -, ___, A DULY LICENSED A I THE,5TA' E OF LORI , DO hj_REBY CE134Y THAT, AS OF THE JT-'-'bAY OF CEimnCATION OF OWNERSHIP & DEDICATION OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND FE / -D,, /Ice ffa VA STATE OF FLORIDA OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL ' SAFETY CODE AS ADOPTED D5LD-ITHIS _., ---- DAY OF - __2024. T COUNTY OF BROWARI) BY THE FLORIDA PUBLIC SERVICE COMMISSION. IN THE EV ��7j M0= OF SURVEIM AM MAP -PER ENT THAT A LAW, STANDARD, I-,- ?� -� CODE, OR CITY CODE REQUIREMENT, RELATING TO THE INSTALLATION AND MAINTENANCE 20— THE RECORD TITLE TO THE LAN I AS DESCRIBED AND SHOWN HEREON IS IN THE NAME OF THIS IS TO CERTIFY THAT THE PLAT AS SHOWN HEREON IS A TRUE AND CORRECT RIVERLAND ASSOCIA�ES IV, LLLP, A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP, OF PUBLIC UTILITIES OR PUBLIC DRAINAGE FACILITIES, AS REFERENCED IN THIS CHARLES -SAENZPRESIDENT RIVERLAND ASSOCIATES IV, _LLP A FLORIDA LIMITED LIABILITY LIMITED REPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE DIRECTION AND PROVISION, CONFLICTS, THE MORE STRINGENT REQUIREMENT REGULATION PREVAILS. I - - SUPERVISION AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE OWNER OF THE LAND DESCRIBED AND PLATTED HEREIN AS RIVERLAND PARCEL D P 6_ ,ARTNERSHIP, THE ENTITY E,,, -CUTING THE DEDICATION. AND BELIEF; THAT PERMANENT REFERENCE MONUMENTS (P.R.M.'S) HAVE BEEN SET AND PLAT SEVEN, BEING �IN ST. LUCIE COUNTY, FLORIDA, HAS CAUSED SAID LANDS TO BE WITNESS: WITNESS:5k_Ce__-t^ THERE ARE NO' MORTGAGES Or RE'; )RD, ENCUMBERING THE LAND DESCRIBED HEREON. SURVEYED AND PLATTED AS SHOWN HEREON AND HEREBY DEDICATES AS FOLLOWS: NOTWITHSTANDING THE ABOVE, LOCATED WITHIN ALL UTILITY EASEMENTS RUNNING 11 THAT PERMANENT CONTROL POINTS (P.C.P.'S) AND LOT CORNERS WILL BE SET UNDER THE ADJACENT AND PARALLEL TO FIFTY FOOT (50') WIDE TRACTS FOR PRIVATE ROAD -Rres)A& PURSUANT/TO FLORIDA STATUTE .37.192, ALL TAXES . HAVE BEEN PAID THROUGH THE GUARANTEES POSTED WITH THE CITY COUNCIL OF PORT ST. LUCIE FOR THE REQUIRED PlIfitz, � I NZ A'C _�_ L L_ YEAR e&263,- 20 2- 4 - 1) THE I (TRACT A), IS HEREBY PURPOSES, THERE IS HEREBY DESv'7NATED WITHIN SUCH UTILITY EASEMENTS, A TWO PRINT NAME: PRINT NAME: -C) IMPROVEMENTS, AND FURTHER, THAT THE SURVEY DATA COMPLIES WITH ALL OF THE PR VATE RO�D RIGHTS OF WAY AS SHOWN HEREON DEDICATED TO THE VALENCIA PARC HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS FOOT (2') WIDE RESTRICTED AREA (U.E.-R.A.) LOCATED ADJACENT AND PARALLEL TO ALL ASSESSMENTS AND OTHER ITEMS HELD AGAIi:Sl* SAID LAND HAVE BEEN SATI REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AS AMENDED, AND IN ACCOROANCE AND ASSIGNS FOR INGRESS, EGRESS AND'UNDERGROUND UTILITIES PURPOSES AND ARE SUCH FIFTY FOOT (50') WIDE TRACTS. NO UTILITIES AND/OR RELATED FACILITIES AND THERE ARE ENCUMBRANCES OF RECORD BUT THOSE LNCUMBRANCES DO NOT PROHIBIT WITH THE SURVEYING STANDARDS CONTAINED WITHIN CHAPTER 5J-17, FLORIDA THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND APPURTENANCES PERMITTED TO BE INSTALLED IN THE UTILITY EASEMENTS AS PROVIDED ACKNOMEDGMENT THE CREATION OF THE SUBDIVISION DEPICTED BY THIS PLAT. ADMINISTRATIVE CODE, SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND ASSIGNS. AN EASEMENT OVER AND UNDER SAID PRIVATE ROAD RIGHTS OF WAY, AS HEREIN SHALL BE INSTALLED IN ANY PORTION OF SUCH RESTRICTED AREA WITHOUT THE MAPPERS PURSUANT TO SECTION 472.027, FLOP I , ITS PRIOR WRITTEN APPROVAL OF THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR STATE OF FLORIDA j9 4A.-, T JDA STATUTE;, AND ORDINANCES OF THE SHOWN HEREON, IS � ALSO RESERVED IN FAVOR OF THE CITY OF PORT ST. LUCE COUNTY OF BROWARD DATED T --- ----- DAY OF 2024. CITY OF ST. LUCIE, FLORIDA, THIS 1�_ '_ DAY OF 2024. SUCCESSORS AND ASSIGNS FOR CITY OF PORT ST. LUCIE SERVICE AND EMERGENCY ASSIG NS, EXCEPT ONLY TO CROSS SUCH RESTRICTED AREA. ,.,,VEHICLES AND FORI ACCESS TO, AND INSTALLATION AND MAINTENANCE OF, PUBLIC d. S�. I BEFORE ME, BY MEANS OF PHYSICAL PRESENCE OR ONLINE NOTARIZATION, BY: ---- -------- ---------- ,.,,UTILITY FACILITIES, INCLUDING, BUT NOT LIMITED TO, WATER AND WASTEWATER LINES ERE S14ALL BE NO IMPROVEMENTS OF ANY KIND INCL Y gNOA- 0- --- - ----- TH UDING, BUT NOT LIMITED TO, CHARLES SAENZ, WHO LS-R-&RS0NAI I ME?OR HAS PRODUCED 7.AND,,,APPURTENANT -FACILITIES. THE CITY OF PORT ST. LUCIE SHALL NOT BE WRYCX.HITTe' TREES PLANTED WITHIN THE BOUNDARIES OF THE UTILITY EASEMENTS WHICH WOULD ----------------------- AS IDENTIFICATION, AND/WHO EkECUTED THE FM."MY. MAINTENANCE OBLIGATIONS FOR SAID PRIVATE ROAD RIGHTS OF RESTRICT THE OPERATION AND MAINTENANCE OF, OR WHICH MAY IN ANY MANNER PRINT N �ME: PROFESSIONAL SURVEYOR & MAPPER FLORIDA REGISTRATION NO. 4213 lollo� ASSOCIATION, INC., AND SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT -HE T�(7,17 WAY 'EXCEPTAS ;SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE RESULT IN HARM TO, THE CITY OF PORT ST. LUCIE'S FACILITIES. THE VALENCIA PARC FOREGOING INSTRUMENT AS PRESIDENT OF VALENCIA TARC/ HOMEOWNERS ATTORNEY AT LAW -V CITY OF PORT St;�_LIUCIE. HOMEOWNERS'ASSOCIAT;ON, INC., THEIR SUCESSORS AND ASSIGNS, SHALL'MAINTAIN, EXECUTED SUCH INSTRUMENT AS SUCH OFFICER OF SAID CORPORATION, AND THAT FLORIDA BAR # - L-461-1- SAND & HILLS SURVEYING, INC. 8461 LAKE WORTH ROAD, SUITE 410 REPAIR AND REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY EASEMENTS, THE SEAL AFFIXED TO THE FOREGOING INSTRUMENT IS THE CORPORATE SEAL OF FOR THE FIRM OF GREENBERG' TRAURWP'.A. 2) THE DRAINAGE SEMENTS (D.E.) AS SHOWN HEREON ARE HEREBY DEDICATED TO WHICH ARE NOT PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED OR SAID CORPORATION AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BY -DUE AND LAKE WORTH, FLORIDA 33467 THE VALENCIA PARC HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, DESTROYED BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR ASSIGNS, REGULAR CORPORATE AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREE­AC:T �S J�VEYOIQ, FOR DRAINAGE PURPOSES AND THEY ARE THE MAINTENANCE OBLIGATION OF SAID DESIGNEES OR CONTRACTORS IN THE OPERATION, MAINTENANCE OF, OR ACCESS TO THE AND DEED OF SAID CORPORATION. WITNESS MY HAND AND OFFICIAL SEAL ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. SAID DRAINAGE EASEMENTS MAY ALSO BE CITY'S FACILITIES. THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR ASSIGNS, THIs_jAj__ DAY OF 't)-tc-Arnt. 2024. USED BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND ASSIGNS, FOR DRAINAGE, SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY IMPROVEMENTS WHICH ARE MAINTENANCE ACTIVITIES AND STORMWATER MANAGEMENT PURPOSES FOR DRAINAGE CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IN THE EVENT FROM SW MARSHALL PARKWAY (E/W #3), N/S A AND RIVERLAND BOULEVARD, IN SUCH VIOLATING IMPROVEMENTS ARE NOT REMOVED ON REQUEST, THEY SHALL BE NOTARY PUBLI --------- ------- THIS INSTRUMENT PREPARED BY A Fx*rn POO ACCORDANCE WITH THE DRAINAGE OR SURFACL WATER MANAGEMENT PERMITS ISSUED SUBJECT TO REMOVAL BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR tiq 2n, Z! M PEfRRY,C. WHITE, P.S.M. 4213, FROM TIME TO TIME FOR THE LANDS SUBJECT TO THIS PLAT. ASSIGNS, DESIGNEES OR CONTRACTORS WITHOUT LIABILrrY, RESP'JINSIBILITY OR COST TO PRINT NAME: A4-t-02% OL STATE OF FLORIDA THE CITY. THE CITY OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY SAND & HILLS SURVEYING, INC. 3) THE WATER MANAGEMENT TRACTS L158, L16 AND L17, AS SHOWN HEREON ARE MAINTENANCE OBLIGATIONS FOR SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE 8461 LAKE WORTH ROAD, SUITE 410 ;11,,,,�;�, J,t DEDICATED TO THE �ALENCIA PARC HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY OF PORT ST. LUCIE. MY, COMMISSION EXPIRES:__I_�)_U!t�!S.:_�I_ LAKE WORTH, FLORIDA 33467 LB-7741 AND ASSIGNS, FOR HE PURPOSE OF SURFACE WATER MANAGEMENT AND THEY ARE THE MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. SAID 8) THE LANDSCAPE EASEMENTS (L.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED TO COMMISSION WATER MANAGEMENT � TRACT MAY ALSO BE USED BY THE CITY OF PORT ST. LUCIE, ITS PLANNING & ZONING PROJECT NUMBER: P 23-190 SUCCESSORS AND ASSIGNS, FOR DRAINAGE, MAINTENANCE ACTIVITIES AND STORMWATER THE VALENCIA PARC HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, NUMBER: ------------------- MANAGEMENT PURPOSES FOR DRAINAGE FROM SW MARSHALL PARKWAY (E/W J3), N/S FOR LANDSCAPE, IRRIGATION AND DRAINAGE PURPOSES AND THEY ARE THE 'PASEO A AND RIVERLAND BOULEVARD, IN ACCORDANCE WITH THE DRAINAGE OR SURFACE MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNq, �WATER MANAGEMENT PERMITS ISSUED FROM TIME TO TIME FOR THE LANDS SUBJECT TO THIS PLAT. 9) THE DRAINAGE SWALE EASEMENTS (D.S.E.), AS SHOWN HEREON ARE HEREBY CMIECAM OF BU22M SJWEYOR AM MAPIM DEDICATED TO THE VALENCIA PARC HOMEOWNERS ASSOCIATION, INC., IT� SUCCESSORS THE PLAT AS SHOWN HEREON, HAS BEEN REVIEWED ON BEHALF OF THE CITY OF,;ORT AND ASSIGNS, FOR DRAINAGE PURPOSES AND THEY ARE THE MAINTENANCE OBLIGATION SHEET 6 4) THE LAKE MAIN ENANCE EASEMENTS (L.M.E.) AND LAKE MAINTENANCE ACCESS ST, LUJIE, FOR CONFORMITY W DAY OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. ITF; CHAPTER 177, FLORIDA STATUTES, THIS r) SHEET 5 EASEMENTS (L.M.A.E), AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE VALENCIA OF PARC HOMEOWNERSN ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, AND ARE THE LU TRADITIONS GATLIN PERPETUAL MAINTE ANCE OBLIGATIONS OF SAID ASSOCIATION, ITS SUCCESSORS AND z — PARKWAY BLVD. ASSIGNS. IN WITNESS WHEREor, THE ABOVE NAMED LIMITED LIABILITY LIMITED PARTNERSHIP HAS I I I - I/ I - --,� \ CAUSED THESE PRESENTS TO BE SIGNED BY ITS GENERAL PARTNER, RIVERLAND IV LLI COMMTY bLVD. 5) THE OPEN SPACE TRACTS OS1 THROUGH OS4, AS SHOWN HEREON, ARE HEREBY CORPORATION, A FLORIDA CORPORATION AND ITS CORPORATE SEAL TO BE AFFIXED (PRINT NAME) rL DEDICATED TO THE �ALENCIA PARC HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS HERETO, THIS AN- DAY OF_DUJ_ftt_Pr, 2024. PROFESSIONAL SURVEYOR& MAPPER < S EET4 AND ASSIGNS, FOR OPEN SPACE, UTILITY, DRAINAGE FACILITIES, PEDESTRIAN ACCESS, rf, RIVERLAND - PARCEL A SHEET 7 AND GOLF CART AN SIMILAR SIZED NEIGHBORHOOD ELECTRIC VEHICLE PURPOSES AND FLORIDA REGISTRATION No. ARE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS RIVERLAND ASSOCIATES IV, LLLP, A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP DISCOVERY WAY BY: RiVERLAND IV CORPORATION, A FLORIDA CORPORATION, ITS GENERAL PARTNER 0 AND ASSIGNS. w SW DISCOVERY _j WAY BY: DATE: U5 SH!E 3 RICHARD M. NORWALK, VICE PRESIDENT RIVERLAND SHEET 2 PARCEL C 10 WITNESS: 't V­11.1 WITNESS: E/W #3 c) L001 �A��- PARCEL B 5 W4 I',, 17,141V l000l P RIVERL SIT '000'o'l RIVERLAN RINT NAME: UP440A 12�+l f PRINT NAME: /o 71C C-23 CANAL 0., 1, PARCEL D 'VALENCIA PARC','�� 1Z, 11,� 3� - :QftY OF, �RIyERLANb`jv-zo,­, 4 4­4, CLERK./ OK i'_ HOMLOWNERS o' AP -1 ON REVIEWING R1 AIUM ORAFI' ORT.,ST-�LUCIE LOCATION MAP N ASSOCIATION, INC. NOT TO SCALE 2 7 DO /F 1A 17 R r R V E R cit PSLUSD PROJECT # 5268G SH0248,---23-190 1 OF 7 PLAT BK 130 PG 26 f A PARCEL - E OF LAND LY ING IN SECTION 20 .TOWNSHIP 37 SOUTH RANGE 39 EAS T, _CITY OF PO RT 5T. LUCIE ST. LUCIE COUNTY FLORIDA - SHEET - H T 2 OF 7 p r MATCH C H LINE N s E (SEE E S - o s 20 4o so 20 I-IE , T 7 1 N 8 2 5 , , W N 3 . , W 8 2 2 .0 1 0 2 2. 0 0 `. r I 1 0 , cn r U. TRACT L 1 _ ,, , 7 , 0 O - 2 a N - 0 : _ SCAL E: 1 40 WATER MANAGEMENTco t .TRACT o , N L. m o _ M E. 697 R 3340.00 co I O 618 0 o CO . 2.30 AC. _ u . 2 _ _ n 5 49 0 2 0o O J o n . 2 m , 7801 S.F. 5 J , _ Q U > 20 L 164.19 O co r 4 7996 S.F. . u ►r J M I d n L. M •E 1` J 1 d 0 0 u LEGEND : N •E 8 1 4 0 8 1 N , 8 8 2 „ W 0 i 9 2 0 W 4 i 2 2 , l W N o 0 0 f 2 , SET PERMANENT REFERENCE MONUMENT _ 2. 4 , >s 0 2 0 �I 4 U .r , 4 _ E _ 4 R. �, _ 5/8 -IRON ROAD 18 IN LENGTH. WITH 1.5 CAP 5 R-3 .00 A 0 L- 4 , d- 6 o 3 >c 2 4 �-� STAMPED PL.B.#7 41 2 _ / E RM L 7 0 'o , d 93 55 12 co , N o � _ N -WESTERLY O N 7BOUNDARY DARY OF 7 m r t►- 0 , 8 49.1 I L 8 FOUND PERMANENT EF ENE ONU 2 �-� 2REFERENCE C MONUMENT 0 2 ❑ 698 cn / U W / o 0 v- � RIVERLAND PARCEL „ R D PLAT ON R P AT 4 E REPLAT 6 _ o , 3 �r 9 0 m /8 IRON ROD N LENGTH WITH 1. AP 2 , 5 I 0 0 18 I LE G H I H 5 C 0 6 3 �- � 617 2 9 Q _ 5 I 0 L. 9 4 co M E 0 0 O _ v �o a (P.B. 24 PG. 33) � u 1 , STAMPED PRML.B. #7741 W L , 7844 S.F. � L 2 0 0 O 11 M 9 m J N 4 e �n 1- J / © 7996 S.F.S 2 c� c� • PERMANENT CONTROL P SET ENT C OL DINT 2 0 /-' m E J 1 I ._ co W i 1 t N ► o „ R T R. ► i' ) A WITH K STAMPED PCPL.B.# 41 J NAIL I 1.25 DISK S A ED C 7? ► L L e N r N 8 n Q J 43 ►� m 4 , n _ 8 _ 4p d 2 � W 1 O FOUND PERMANENT CONTROL POINT 0 2. 8 � o 0 .9 r. N 4_ 6 N W 1 , _ n 6 TRAC T 15B _ 2 L . 1 _ NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 W . 678 _ o \ _ ,. t _ l , N O � _ N � _ .9 _ 2 _ _ 2 0 DELTA ANGLE I^ v- 2 ,yam 0 _ o � n ry� r N W 7539 S.F. m _ AC. ACRES u7 w tl- E 4 co , 677 LIMITS o o L W N - N o O � _ B.E. BUFFER M , N W B BUF E EASEMENT ►r� ._ tt N 11 ►n O _ J CC N �- W . r- � CB CHORD BEARING � CODE I N II OF PLAT N l W L 7539 S.F. O F t 2 o I �n v � I � r 1 676 � a 1 i � (O 616 _ cb H CHORD N O o C OR DISTANCE ' Q I N N O 0 J M 11 O (D Z W _ ._ J CO CENTERLINE 7539 S.F. N Ct r II M E LINE Z t 4 7 11 I � 65. 7996 S.F. 0 M coQ] _ co -. D.B. - DEED BOOK N O W J • 1 U -- r 1 N / (D E � I t . � � N - � u D.E. � DRAINAGE EASEMENT 7554 S.F. � � co , a L�J �, z �. -. v m 674 o D.S.E. DRAINAGE SWALE EASEMENT 6, � o �- a RIVERLAND PARCEL D 2. \ J N N n� �� N o 20 � � 8 , Z 673 p „ �n co I co 03 \ � 17 R o co L ARC LENGTH O , \ to 8338 S.F. N PLAT ONE RE l 1 REPEAT- LIMITED ACCESSEASEMENT l�- 1 22 .' L.A.E.LI S 6 , --� 11035 S.F. n m t o , 2 Q ► 2 d- L.E. LANDSCAPE EASEMENT _B 124 PG. 33)Lu \ I11 oN L.M.A.E. LAKE MAINTENANCE ACCESS EASEMENT W/;-III 4 m ct , I r , V \ 2 _ 2 0 0 .M AK MAINTENANCE J l o L E LAKE TE CE %4 2 A >ti _ E T ,, A. - o .- oN.R.T RADIAL Li► -., d- N NO R DI L A N 615 L M m o n 1 0 E W _ N o O _ _ 6 . ' ca Q 77 , �- 2. , � J - N.R.T.R. NOT RADIAL TO REAR 2 0p 0 ., r Vi \ - N co N 2 d 2 .. R 25 00 _ \ 996 S F. W � � 7 N.T.S. NOT TO SCALE � � 5 \ o 9 1.7 , � _ o n l/ � 2 � 91 40 07 \ co N o � �. � � O.R.B.ORB: OFFICIAL RECORD BOOK 2. I 7 2 , 7_ , \ 0 _ ►r n 1 08 » L 40.00 - 2. \ 2 \ 4 O.E. MAINTENANCE &ROOF OVERHANG EASEMENT -� 20 2 � J � N 4 , \ 7 , 2. � 9 R 3634.00 P.B. PLAT BOOK F \ Op h 0 \ 57 , 14 \ p 1 R w PERMANENT CONTROL POINT 6 � �'N o _ o >► » - P.C.P. _ \ 2.2 ROAD \ , 12 , 0 A 1 2.0 D 0 4 59 41 N o �., E PG. PAGE \ .. 1 - 08 2 n ro � T 2 ' _ - P.O.B. - POINT OF EGINNING W ss3 �'--- �, _� �, No L 951.04 18 - - _ W n r. cb P.O.C. POINT OF COMMENCEMENT r 0 LU . cb _ P.S.L.U.E. PORT ST. LUCIE UTILITY EASEMENT o T � 614 s 0 2. b 2 � O cu \ � P.S.M. PROFESSIONAL SURVEYOR AND MAPPER , N _ to r Q o ro � 8540 S F. � R RADIUS N N 66 7 , Q I O 0 2 .I ._ R/W RIGHT-OF-WAY N W S.F. SQUARE FEET t � Q E 7663 S.F. . ro � r W � % n N 668 cb s N N 5 , 7 \ ►�S.T.-SURVEY T o .� 1 S S E TIE O 0 N N 4l 7 / , , m o 7 _ 2 � 5 . , U.E. UTILITY EASEMENT � � N \ 2 o M 53. 7fi63 S.F. --_ w o W 669 _ _ _ N _ N 1 ; ._ � 2 , RAD .RADIAL LINE _� Q I -� 2 ro o 0 o . 0 0 2 _ _ .� U.E.-R.A. UTILITY EASEMENT RESTRICTED AREA � t 7 6 S.F. o , _ - o , „ _ _ 4 , , 4 h N 67O _ P.C. POINT OF CURVATURE N 3 _ � 90 00 00 _ _ 1 - o L_ O _ 4 , - - W _ \ 4 P.T. POINT OF TANGENCY 2 N , L 39.27 8 _ I _ GENC r _ 0 7663 S.F. 4 , , , 6 4 _ , , P.R.C. POINT OF REVERSE CURVATURE 2. � 2 4 h ; 2 N N 671 5 2_ 4 0 3 ._ U ro E _ o 613 _ -_ R. TRACT L15B 2 4 , i P.N.R.I. POINT OF NON RADIAL INTERSECTION _ Z N ,, , O Og N _ 7663 S.F. . P.R.I. POINT OF RADIAL INTERSECTION 2 N : 8502 S.F. T 0 N o _ R P.C.C. _ POINT OF COMPOUND CURVATURE y 67 � -, Ac 2 T u N O N N i O S3 / cb 2 / N i � 9981 S.F. � m N o •� P.T. W cb 0 ' 2 W 2 � t 6 r w ty- 2 1 , 2 2 , W 2 0 / ►'7 2 0 t N , U � W _ M o E. o ro . I 6 2 , 2 0 THIS INSTRUMENT WAS PREPARED -� I S BY Lt1 nl � \ T R A n �- S 2 5138 W { c z 1 T N „ s / PERRY C. WHITE P.S.M..4213 STATE OF FLORIDA 0 7 612 7 , - 8 st _ 0 2. I 8 1 z LIMITS 2 0 _. 2 98.12 ws SAND & ILLS SURVEYING, INC. 5 H E I 2. , \ r 9 0 7 ._ 2 9113 S.F. 1. OF PLAT 5 _ .- . „ o 0 846 LAKE WO ROAD T 41 r �- 1 WORTH SUITE 0 R 12 51 38 E N 12 5138E � -, CrT h 0 d- A \ 5.00 5.00 AK WORTH, FLORIDA N o LAKE TH FLO IDA 3467 _. 7 . 0 2 2 1 - 2 , 2 W o f » .p LB 7741 7 0 01 , .7 z 3 N 77 08 22 W - , R-25.00 MI D 0-90 00 00 N 849.97 , I , G HT _ _ S _ T , A h ,> 1 �-L C N EA ., T M = � _ Oslb • B o 90 00 00 1 0 � rUM/ 4 _ E _ , V A L 39. � RD 27 No 1 , 2 5 1 , 8 E N o 7 7 W 7 , 0 , 0 0 n 0 82 PASEO W 11 3p � � _ c' ol O i .� TR ...RIVERLAND PARCEL D T i I q PLAT FIVE SHEET N�o : 7 , 1 : 0 8 h T RIVERLAND PA 2 R C 6 EL D 2 �_ (P.B. 124 PG. 1) i 1 0 11 5 , mi D R D Pil T s­ E E W1,11,'i SHEET 5 PLAT FIVE : 0 M 1 D P o ( .B. 124 PG. 1) N 1 G HT S T RM _ E A B 0 E V A R D � 1 0 RIVERLAND PARCEL D v. SHEET 4 SHEET 7 SHEET 3 / ► SHEET 2. ` K N.T.S! i PSLUSD PROJECT # 5268G 00248/P23-190 SHEET 2 OF 7 PLAT BK 130 PG 27 AM >,.VA Aff-4 a NJ r�o... .::. r •- . e:- r.. F .. A PARCEL OF LAND LYING IN SECTION 20f TO WNSHIP 37 SOUTH, RANGE 39 EAST COUNTY,FLORIDA CITY OF PORTS . LUC E S .LUCIE �' I T > > SHEET 3 OF 7 M 0 8 20 40 80 120 MATCH C H LI NE N E c . s E _ t E SHEET T e N 4 33 6 E 89 2 • --- N 8 02 » , W 13 117 123.20 459 7.74 ( N. _ R. 4. UNPLATTED R 0 00 ,„ II _ . SCALE: 1 = 40 I� _ o „ 0 95 27 32 = 40 , SECTION 20 52 5B 0 > L 66.64 _ 25 25 _ - - .99 _ co L 36 5 684 67 SOUTH O TOWNSHIP 37 I 0 ti 0 II 0 0 0 A G 39 EAST cr)8513 S.F. o0 9252 S.F. R N E II _ o II 10 U.E. N 20 N LEG END: c� _ rn L.M.E. -14 _ - _II � N r tb co _ - MONUMENT o e SET PERMANENT REFERENCE MONU E 2 E 89 33 6 N N o N 00 e , Q N N N • 33 6 E .- 89 2 N "`�. LENGTH WITH 1.5 CAP TRACT OS4 _ co r- 5/8 IRON ROAD 18 IN LE 0 o � 123.20 W s , .- STAMPED PRM L.B. #7741 3.90 AC. co N 0 r` 121.20 v_ Q _ - - �� 3 3 � REFERENCE MONUMENT � FOUND PERMANENT cD W N x O � x r` N I 0 1 N LENGTH WITH 1.5 CAP 5/8 IRON ROD 8 I II � �- _ I � m � e � I r� o rn rn rn V o _ _ _ TAMP RML.B. #7741 o co 0 STAMPED L cfl ff co ff o Q r� O N Q N N N - 658 � z • PERMANENT ON i ROL POINT e e L17 SET P A T C II 0 II N TRACT O o 0 0 83 6 o K STAMPED PCP L.B. #7741 / o -NAIL WITH 1.25 DISK (A o C� o O ' 8 513 S.F. WATER MANAGEMENT TRACT z z z _ D PERMANENT CONTROL POINT ti 10327 S.F.- _ O FOUND P N II �n =40.0 I( R 0 „ 3 2. 0 AC. N STAMPED PCPL.B. #7741 e NAIL WITH 1.25 DISK STA D P L i - o > N m _ _ 3 % 0 25 20 5 _ 3 0 76 4148 TA N = _ 0 DEL ANGLE N 1 9 _ _ e 76 LIMITS L 33 26 E \ L 53.54 N 89 I I _ - AC. ACRES r 2 UE R.A. , . O T .E. UFFER EASEMENT F PLA B B 123.20 Z.2 U.E. R.A. l N R. II t E CB CHORD BEARING _ 1 e 0 r 0 0 6 0 W _ o , CH CHORD DISTANCE N 6 v N N 1 2 CENTERLINE 0 9 � I_I J 65 II 2 N � - O � � D.B. DEED BOOK N a _ 3 6 ? 2. 7 . . DRAINAGE EASEMENT co � 2 D E D E E E 7664 S F D o 08 � _e 2 A 1 07 44 v _ W 4 D.S.E. DRAINAGE SWALE EASEMENT ice- 3 9 7.22 / D 6 L 20.20 � �r 2 to II o L ARC LENGTH. u 6g .1 (N.R.) � 0 N w - N L.A.E. -LIMITED ACCESS EASEMENT 6 0 N 89 33 26 E c� .o. i w _ I /ao - L.E. LANDSCAPE EASEMENT r W � II u D \ 6 , 9 123.40 u 1 - � 682 0 ao D AN ACCESS EASEMENT z W L.M.A.E. LAKE MAINTENANCE _ o n t� , o cy � e o rn U, _ 0 o i cn 2 L.M.E. LAKE MAINTENANCE EASEMENT o rn w_ e 10 o w I 6243 S.F.1 , E 0 f » D I a 1 r N w r o 0 N.R.-NRNOT RADIAL m � cn w ._ W 1 3 n _ N 681 0 N 00 26 4 W ti o w D B ao 1I _ - A _ R w _ � N.R.T.R. NOT RADIAL TO REAR 660 .� e .- o rn � n m o f I`- N N O ` O N N N N m _ N _ ►� N.T.S. NOT TO SCALE ti i o co _ _ o R 25.00 o0 0, 7539 S.F. 1139.94 e _ . N coO s .. _ .- _ N N � N N W o r n (L/ _ 2 A RECORD BOOK 7753 S.F. m _ 680 / O.R.B. OFFICIAL RECO x co � 81 57 49 � 00 rs f o t a w � W COW N _ O v _ r _ A C> > N _ F TRACT OS4 I 0) _ N W .p _ ._ O. . MAINTENANCE &ROOF OVERHANG EASEMENT M I .+ L 35.76 E s c, O 2 O IO _ 3.90 AC. = u 8375 S.F. co _ o0 o P.B. PLAT BOOK N (.R.) II Z N W N I� o _. co o r _ PERMANENT CONTROL POINT ._ L 0 N .� _ 679 P.C.P. R NI co 5 O 2 N 3 26 E �r 5 N893 I w. e o o N �, n N 55 PG. PAGE rn 8 N 1 , 126.52 �� / . 8375 S.F. , � -� 82� � ._ P.0.6. POINT OF BEGINNING J e _ 2NUNPLATTED A=1 4630 P.O.C. - POINT OF COMMENCEMENT T I N 31. 5 R- > L 7 5 2 - T EASEMENT cn 0 -� P.S.L.U.E. PORT ST. LUCIE UTILITY SECTION 20 0.0 62 , I , � � 13 N -� 45 L 52 = � J _ L P.S.M. PROFESSIONAL SURVEYOR AND MAPPER 0 661 � 12 � E. - e 1 U _ 2 N � 0 CB » _ TOWNSHIP 37 SOUTH, � s84 0118 - _TR / � � o �� R RADIUS E C = AC v>ti �- 9.8 10 _ 3 � 8055 S.F. o 0 07 21 A R/W RIGHT-OF-WAY RANGE 39 EAST = e N N e �. A 1 48 23 _ , '7 _ 0 , 2 � � S.F. SQUARE FEET 1 2 = _ e N W L 30.74 _ CB N06 46 02 W 5 6 _ 1 9 _ .� RV T R 1 --� S.T. SURVEY TIE r 4 2 0 (N.RJ -� I _ 7 , 5 F e , N CH 2.14 00 ox N e � � R � ?? , U.E. UTILITY EASEMENT N 89 33 26 E RUN 0 » -� m _ 8 o s , 0 2 _ l 5 AD w u 0 h � 6 W RAD RADIAL.LINE 0 D _ 2.8 132 5 z L \ 2 5 , _ _ n 6 (NON TANGENT) _ 6 N U.E. R.A. UTILITY EASEMENT RESTRICTED AREA o u I 9 24 , % Z TI o N I , /cv o f » e e = � P.C. POINT OF CURVATURE w R 25.00 / � cn N e -� 6 7 1- N 76 22 26 W �, J 2. 7 , 0 8 » POINT F TANGENCY _ - � P.T. OI 0 T E I-99 46 07 2 n _ � 2 W W f �. .p 5 _ 9cD w � , 3 _ L.�l REVERSE CURVATURE cn / P.R.C.P.R.0 POINT 0 RE E SE L 43.53 � 1 139.17 ' . 8 co 0 70 p w Q = - - o 6 , O 9 R cn s � P.N.R.I. POINT OF NON RADIAL INTERSECTION , D D I � 10 N V I o I � 662 r I 0 I r cn n � C� o P.R.I. POINT F RADIAL INTERSECTION r R I IN 0 O 11 0 �� cn II o II o � Li,/ _ P.C.C. POINT OF COMPOUND CURVATURE o / V.1 ao _ _ w u 91 • Q 11487 S.F. N _ �I u w W0 I N •• � � -J CJ1 e D N � 0 663 -� it N I N Co W N - N s O c0 !'o O lU � � Ch s O , _ N J , r 1 331 S F. N o o � ; T , R P.N.R.I. e � TR ACT T 0 I S 3 I co o m 0 o N N _ _ _ _ 664 o o ,r 0 M ..- 3 0 j 4 h 4 y 2 S 07 45 38 W 8 2 7 18 0 � N L L 1 Z 13 25 ,�n 7 I 25 25 I 4663 I ---- A 47 m ( e � ,(R DIAL) 56 S.F.Lu 0 0_N N 665 co , � THIS INSTRUMENT WAS PREPARED BY 2 Z cv 23 PERRY C. WHITE P.S.M. 4213 STATE OF FLORID w = 8513 S.F. _ e ro x R 204 1 / • o. N N 666 � 00 4 - � 2 1 --._ 8 1 _ 43 20 o SAND &HILLS SURVEYING, INC. 02 _ P.S. L L.U. o E 0 4 2 1 7 8 1 > 1g 8513 S.F. o M P.c. R ROAD, SUITE 410 TRACTN h N N 8461 LAKE WORTH R A -� -- A 2 2 0 P s. 3 467 P.S.L.U.E. LAKE WORTH ' FLORIDA 3 s , 2 2 20 D R , - 2 , � , E f 1 000.00 0 _ 48 R 2070.00 LB 7741 _ L= C _ 0 4 > B 4 � 6 , N8 6. 9 3 » 9 f » 3 2 o M 1 2 _ ID o 1 8 W _ &7 c H _ - G � 5 06 00 4 , � � 45 T o $ R 99 % A h R C E �.. T _ A M o » f s _ B 3 0 _ UL s9 E -_ L 184.26 v 10 A RD � r N 77 08 22 W D. 849.97LIMITS N e08 22 h -•� / E w 62ASEO 5 .9 F � F PLAT 0 r RA » CT » A 7 RIVERLAND PARCEL D IVop 82 h w � 3 ,, SHEET 6 I PLAT FIVE 0 SHEET 5 (P.B.124 PG. 1) i _ SHEET 4 SHEET 7 RIVERLAND PARCEL D IF> PLAT FIVE i (P.B. 124 PG. 1) %EET 3 / SHEET 2 -. N.T.S.. PSLUSD PROJECT # 5268G _ . _ - SH0248 P23-190 SHEET 3 OF 7 PLAT BK 130 PG 28 i pi_. Av� L R H P *EVE ,n u , .. A PARCE L OF LAND LYING IN SECTION 20 TOWNSHIP 37 SOUTHI u f f RANGE 39 EAST , CITY OF PORT S�: LUCIE ST. LUCIE COUNTY FLORIDA f f f SHEET 4 OF 7 0 8 20 40 80 120 SCALE: 1 = 40 LEGEND. SET PERMANENT REFERENCE MONUMENT ' T 5/8 IRON ROAD 18 IN LENGTH WITH 1.5 CAP LINE STAMPED PRM L.B. #7741 MATCH E (SE E SHEET 5) FOUND PERMANENT REFERENCE MONUMENT .�� N 893326 E 5/8 I I I IRON ROD 18 N LENGTH WITH 1.5 CAP STAMPED PRM L.B. #7741 \ 12 1.20 6 PERMANENT CONTROL • SET PER NTR L POINT - I 2 0 NAIL WITH 1.25„ DISK STAMPED PCP L.B. #7741 N 89 33 26 E 10 U.E. PERMANENT CONTROL i O -FOUND PE ENT CO JT OL POINT L.M E 123.20 r NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 7 9 25 2 5 0 0 r 0 O » ff N 00 6 34 W II 2 - ANGLE I II . TRACT _L16 � DELTA A LE m8375 S.F. 124.47 AC. ACRES WATER MANAGEMENT TRACT EASEMENT I B E. BUFFERT NPLATTED U _ 0 651 o _ 2.81 AC. CB CHORD BEARING w . O o SECTION 20 m CH CHORD DISTANCE i i5 3 8 1 S.F.S F. o H - 0 II N 89 33 26 E R 30.00 .CENTERLINE TOWNSHIP 37 SOUTH o N 89 e 33 I_/ .r�r�-n• IIm � oN o121.20 �_ 84e 32, 28 » D.B. DEED BOO K R NG 39 AST 3co .L_44. 7 D.E. DRAINAGE AS M NT w 1149, D.S.E. DRAINAGE SWALE EASEMENT26n E A L ARC LENGTH e_ �-67 50 23„ L.A.E.- LIMITED ACCESS EASEMENT123.20TRACT OS4 _- 3.90 AC. Q 7O8 L_35.52 �L.E. - LANDSCAPE EASEMENT J L.M.A.E. -LAKE MAINTENANCE ACCESS EASEMENTtiN cooL I- _ n ° , » w o 3S.F. 3 S. , 5 9 / 0 L.M.E.LAKE MAINTENANCE EASEMENT 6 2 o L E E N Q I ti 0.48 W 400.6 _ g � cfl N O O 0) rIN.R.O RADIAL .- z 69.1 N NOT 652 II d- 0 J 0 m 6 2. N.R.T.R. NOT RADIAL TO REAR m N _ 2 0 62.2 - N 89 33 26 E _ 0 N.T.S. NOT TO SCALE 8513 S.F. I �- 20 N �. D.E. II ti I , v- O.R.B. OFFICIAL RECORD BOOK 137.03 I ° , ti cn t0 - 2 14 - u U.E. R.A. O.E. MAINTENANCE &ROOF OVERHANG EASEMENT 2 i _ J 2 U.E . R.A. I n _ t"'� V r n N P.B. PLAT BOOK I N893 3 26 E N d w PERMANENT CONTRO POINT _ P.C.P.L 1 � I 1 LIMITS W W 3.20 I 12 I - GE II 706 U _ LLI PG PA I I w .. o ti 707 _ _ O P.O.B. POINT OF BEGINNING 0 _ i .-, N OF PLAT � o ti 0 _ _ 705 � w Z _ _ o o _ I � o O o P.O.C. POINT OF COMMENCEMENT 8379 S.F. ° o N _ H . 00 Q N N 704 �, I i 11347 S.F. � o � o _ � z N o ... ° N r- P.S.L.U.E. PORT ST. LUCIE UTILITY EASEMENT o > '�� N o 8375 S.F. o 703 � ...,� O 653 �, � I � �, N Q _ Q M N N W R=25.00 m e O N W O o O z o 7539 S.F. N OP.S.M.PROFESSIONALURV OR AN MAPPER , � I � PSM S SURVEYOR D E N \ 0 ._ W � N � � 00 0=86°41'21„ �, z � z Q 7539 S.F.� N _ _ ti 7663 S.F. , w = R RADIUS _� .- _ I I _ , 5 E. �o V z cn -RIGHT-OF-WAY �- L 37.83 0 R/W Q z �"" v o � W - d- I 3 ti �_ - 5 D.S. S.F. SQUARE FEET E. � rn i x ti _ _ - W o „ Q _ _ Q E � co co � w !n S.T. SURVEY TI N m N 89 33 26 E / / M co - v F- 6 6 7 1 _ w ° �L o cc U.E. UTILITY EASEMENT to to ---. I _ c co o� o , 6 N 123.20 0 _ 9.10 N m o 0 - ____ -- RAD -RADIAL LINE e R 10 25.0 , 0 6 0 Z 9 .1 z --._ z _ < V U.E.-R.A. UTILITY EASEMENT RESTRICTED AREA 0 � R 1000.00 L�-2 08 �� I e 53 e , 62. _ � N 84 � -_ _ 3 4 50 _ 59 57 _ , „ 02 , -_ P.C. POINT OF CURVATURE z L 84.63 L 38. T » W 693. I _ I _ 43 RAC 18 62.20 _ TEA _ Q O = e n 1 - - P.T. - POINT OF TANGENCY a f » 654 CB N87 24 3 - , N O W CH= N 84.6 � _ 0 26 34 W _ 0 1 ----_ / _ NO _ / _ e P.R.C. POINT OF REVERSE CURVATURE N _ , N R N » / 'n 10 U.E. 975.00 _ 84 59 0 cD co 2 W 7 N NON - RADIAL � I '--"� 45 7663 S.F. = e--•--.____ .29 P.N.R.I. .POINT OF NON RADIAL INTERSECTION !� 1 47 � _.._. 1139.94 57 WO ' P.R.I.. POINT OF RADIAL INTERSECTION L= r VIEW ----__ 30.61 ROAD _ -- P.C.C. POINT NT OF COMPOUND CURVATURE e , n r _ N 89 33 26 E 39 -___ ---- °to 38 Ni84 n , - 59 02 , _ -_ _ 6 W 696 N 2.20 60 r R 25.00 , 123.20 -_ 0.00 _ o , n , _ 62. 3 3 20 --_. � 9 39 6 _ - - 62 _ .20 --- L 40.87 w --_._ a a 6 2. �1 2 � 0 II 2 _ :TRACT OS4 orD.E. & e 10 U.E. 0 0 20 o : L.M. A 3.9 655 _ L.M.A.E. 0 AC � i N THIS .INSTRUMENT WAS .PREPARED BY N a � _ o i � N � co lA N � II _ II CO I cfl CD O 7663 s.F. o R C. W S.M. 4 3 STATE F FLORIDA �-- ti U, N PERRY WHITE, P. 21 0 N w N s UNPLATTED V � N _ N N (D N W I I SAND &HILLS SURVEYING INC. 3 o ECTIO N 20 685 Q w V _ w w O a _ 33 26 E M _ N 89 T ROAD, SUITE 1 � � 8461 LAKE WORTH R A S T 4.4 o � � m � Q w � �, 687 _ .TOW SHIP 37 SOUTH e .. � 11729 S.F. . � ►n _ � O N a �, v - 688 _ O 123.20 co 8163 S.F. . o o � � o Q N - AK WORTH FLORIDA 33467 O ° O Q LAKE R NGE 39 EAST N � zO 75 S.F. N 9 � Q ° e o 39 ,n Q 68 Z o o, O N t O O O N 7539 S.F. - 0 � o o LB 7741 II _ ° + O z O N _ z �r _ o 7539 S.F. _ z z o 0 0 O NNU.E.-R.A. O656 IN I 2, U.E. R.A. °I,- Lo N cNV 7663 S.F. cfl p Z 2 5 25 u N J 4 - j co L II -- - - 84. - - r n E 6 2. 2 0 N 89 33 26 E , _ 53.57 - - , 62.2 w N 0 84 5 w W , e , 123.20 w cn 137.74 o N » 62.20 84 59 . � 02 r N W 44 o(N.R.) 4.67 ASEO w N o �- M i . MATCH C H LINE R _ 4U.o0 (SEE SHEET 3 �_95 2732n J Ls 66.64, TRACT.. L 17 SHEET 6 WATER MANAGEMENT TRACT SHEET 5 2.30 AC. 7,10 SHEET 4 SHEET 7 1 SHEET 3 SHEET 2 -� i KEY MAC N.T.S. _ PSLUSD PROJECT # 5268G _ P �SH0248 P23 190 SHEET 4 OF _7 PLAT BK 130 PG 29 RL p m L D m 1� 2.APARCELOFLANDLYINGIN SECTION 20 TOWNSHIP 37 SOUTH RANG E 39 EAST , CIT Y OF POR T ST e LU C IE ST. LUC IE COUN TY, FLOR IDA IDA SHE ET 5 OF 7 RIVER LAND PARC EL C P LAT. NINE RIVER LAN D PAR CEL LC os 20 0 80 120 (P•B. 89 PG. 27) 4 PLAT SEVE N (P.B. 87 PG. 23)FrmF „ SCALE 1 = 4 0 I PA SE 0 TR ACT CT 20 P=.S.L.U.E. LPASEO TRACT .- _._. _ LEGE ND: - - 125 P LIC �- 2 5 P UB LIC I LIMITS -. -- SE T PERMANENT MANE NT REFERENCE R ENC EM MONUMENT N T MULTI -MODAL EASEMENT R710O.00� MULTI -MODAL EASEMENT 5 8 IRON ROAD 18 „IN LENGTH WITH 1.5 CAP (O.R.B. 39o2 PG. 0FPLAT STAMPED PR ML.B.# 7 (O.R. - L 7 4t B. 9 3 02 PG. 524) , 8 153 7 -� - - -- IC ❑ FOUND PERMANENT REFERENCE MONUMENT - - - - - - - - _ 25 PUBL i 5 8 IR ON ON ROD 8 1 IN LE NGTH ENGTH EN _.- WITH 1.5 P L 1 L EA S EM CA �� 23.59 D 2 . M TI M 0 � 5 PUBL C I ____ e , / I STA MPED PRM L.B. #7741 „ 3) _ .8 7 PG.2 N 00 22 40 E � MU TI (P. B __ L . MODAL EASEME NT SET PERMANENT (RADIAL) B 89 PG. 7 E T CONTR OL POI NT , _ w ___. „ NAIL WITH 1.25 DISK - e L=480.20 o S .STAMPED PCP L.B. #7741 = 52 31 L� 3 N FO UND PERMANENT T CONTROL P P N R.L L POIN T C J _ e , " =346.70' o W NAIL WITH 1.25" DISK STAMPED PCP L.B. #77 p-2 47 52 L � - 4� _ e r „ _ r, _ W N - 0 t 3 � p DELTA ANGLE 5 14 L 196.69 LE o J- - e , N _ _ 47.68 _ L 3 - - - 7 52 ND _ p 2 4 E OF P.S.L.U.E. AC. ACRES R 72. 20.00 00 _ R 7, J P.C. r- B. B.E. o N 04 „ E BUFFER EASE MENT 0 44 10 46 00 26 W : �B - r CHORD BEARING w 20.00 E RING P.T. - T. CHORD DISTANC E L 55.5 � _ 2 R-60. _ TRACT o0 J OS4 � CENTERLINE cn 0 89 14 00 - 3.90 A D.B. C. DEED BOOK O » i d L 93.44 N D.E. - RA 45 26 DRAINAGE 34 W EASEMENT 0 N D.S.E. - DRAINAGE SWALE A E S M E ENT 18.33 P.C. L ARC LENGTH 20, L.A. L.A.E. E LIMITED AC CESS EASEMENT L.E. LANDSCAPE E EASEMENT e,„ TR ACT L _ 15B . R 50.0 N L.M.E. 0 00 26 34 W _ L.M.A UNPLATTED L.M.A.E. LAKE MAINTENANCE o � » 50.95 WATER MANAGEMENT _ E NCE ACCESS EASEMENT _ TRACT L.M.E. LAKE MAINTENANCE EASEMENT SECTION45 00 00 20 2 0 P.S.L.U.E. N.R. - 4.59 A C. NOT RADIAL OWN = N.R.T.R. SHIP 37 S NOT RADIAL SOUTH, I L TO REAR L 39.27 RANGE 39 .EAST N.T.S. - NO T TO SCALE o � » P.T.O.R.B. - OF FICIAL .RECORD BOO K N0 - , 0 26 3 O.E.4 W _ MAINTENANCE R 64.00 E NCE &ROOF OVERHANG EASEMENT _ „ P.B. � _ PLAT BOOK 45.8 � 90 47 35 4 - P.C.P. PERMANENT CONTROL POINT _ _ N 00 26 34 W _ PG. .PAGE 60.00 o P.O.B. POINT OF BEGINNING N � 23.16 - J o » P.O.C. - POINT OF COMM _ _ „ _ w COMMENCEMENT A-65 31 3 � 67 59 28 o O _ P.S.L.U.E. PO RT ST. LUCIE UT _ _ w N _ 9 44 UTILITY EASEMENT. L 73.19 J A, „ p 0 2 o _ e • " 843.94 - ° 44 r P.S.M. - L 7 � _ -6 38 48 L , -„ p_0 29 =62•91 PROFESSIONAL SURVEYOR AND MAPPER 1.20 N R-7275.00 p J e ,, „ p= 0°29 44 91' L R = 4 L=62. -.RADIUS e �• 0294 P.N.R.. p _ I I _ _ 1 „ p-0.29 44 j L 62.9 R/W - e p -0 31 51 r 62.91 RIGHT-OF-WAY N 22 27 05 W ::0 31 51 _ p , - .91 _ � L 62 _ - 7.40 •F - (RADIAL) _ 40 L 6 S SQUARE FEET AU L 67. x - �� - S.T. SURVE Y T _ o _ TIE o c0 o N 15 D.E. _ NU.E.UTILITY AS N co ./ EASEMENT (D CO _ H co RAD RAD IAL DIAL e LINE a x I lL') N o rn 7.5 O CO _ O x - r w U. n � o E. R.A. UT ILITY EASEMENT -RESTRICTED N n u � _ �- � EMENT RESTRICTED AREA o J 7.5 3 � _ o u J x o W �> o 640 _ 4 / � P.C. / POINT OF CURVATURE s >, x _ o N = TURE a 0 641 O _ TRACT.. OS4 � x , N � � _ N O o _ _ N O 3 in O Ix I _ a 642 V P.T. POINT OF TANGENCY _ N O O 739 S.F 3.9 N o AC. x 643 o _ oo �n 0 f 644 ° N w P.R.C.P OINT OF ou _ N REVERSE m O E ERS o N O o _ � � 7739 S.F. `'�' E CURVATURE 645 �� O 'd O N CO O N N O 646 e z w 7 3 _ Y _ 0 7 9 S.F. NON - RADIAL O P.N.R.I. i N POINT OF 647 � N o NON RADIA rn O rn e L INTERSECTION _ m N N 7739 S.F. z Q to o N .- O N O / � N � e N ��7739 S.F. P R. e N 8292 S.F. N z I. POINT OF RADIAL INTERSECTION N � 8292 S. N � . o 8 273 S.F. r- F. o z P.C. . o P.C.C. POINT Q OF COMP o z COMPOUND CURVATURE o _ E - o 00 z _ z I z co z I w r-tow „ I r- 0 o - _ _ 9 4 _ „ p 0 2 I , o I � o - 44 - ' N _ 29 _ „ p 0 -63.96 2 PS e L 0 ..L.U.E. 44 e , 0 2 _ 3.96 L1 L 6 LIMITS -�-( „ _ 44 - e r A 0 29 _ / „ _ 4 3.9 r 4 6 -�}�' ° 29 � L l.- p 0 I 51 � _ 96 .._- e r „ _ A =0 3 t 51 - p 0 31 L 63. p 0 31 51 - - OF PLAT , = L=63.96 THIS INSTRUMENT WAS PREPARED BY _ _ 3 L 68.53 L. . � � -68.54 L-68.5 - - L826.9 - _ oo p=6 24 18 CT A PERRY C. WHITE P.S.M.R-7397. TRA , 4213, STATE OF FLORIDA 03 0 0 00 _. _ SA ND AND „ 1 HILLS _ SUR VEYING, RVEYING e 29 INC. ►n E C _ � o _ 7 I 71 TRACT A „ _ _Ns5 4 _ T e r _ 5 CB _ �_------- L 64.88 N _ L 829.9 � _ -6 24 25 - _.--- _ 00 p � 422. ------ R 7 _ „ 846 1 LAKE N E WO RTH HR ROA D, SUITE ° „ _ .7 I E 410 _ = 46 L 68 t N N89 5 15 � 44 52 W _ � I _ l 22.25 p-1 os 4o L-148.23 LAKE WORTH, FLORIDA 33467 o e _635.6 „ 6 L „ T LANE = 3 2 , W LF00 4 5 -- SANDA _ e 3 �n 0 �. _- ° i o � _ .0 _ 5 _ _. � 7447 _ 9 3 _ R - „ p 02 S7$ N LB 7741 ►n --„ �- °29 35 _ •42 N L $ = 0 „ =0 28 �9 2 R 7447.0 ____ _ e p _ ° p 030 = o - - - - - 8 36 ,_ -62.07 p 02 L � „ _ = 6 o W e r _ 67.0 _ - 4 - 0 3 45 04 L 97.6 _ 97 3 - - C� 0 61. 7 a 1 4 L W S i\ 5 w o � » 8 _ , 2 _ R 25.00 • R_ � N0 25.00 0 26 3 N 4 W W _ e , „ �-87 _ 55 04 3 A o � N89 44 5 � 91 18 54 2W , . x R 7454. , 50 L 38.3 _ J _ 6 113 _ 9.94 N L 39.84 3 , 24.11 _ e „ x o p 1 3814 f _ o o O d r� _ P SE rn _ N _ 25 25 f o 715 L $2.9 0 0 1 _ ,n � m • N 0 648 I I O o _ 0 714 N N O O o N O 713 N 0o ao x r 12 � ,n � o N O N � 7881 S.F. . to � 10 U.E. C4N 7881 S.F. ° S Fz 0 o rh 1 70 2 S.F. I 711 10 U.E. co i o $ 871 S.F 7635 S.F.S.F z O >.n o 0 _ z e r� SHEET UNPL z E 6 ATTEa m 11784 S.F.SF 0 f SHEET 5 I N ti f N _ S Z O SECTION 20 � _ � _ e r „ O - N Cp N .- N � N 89 33 26 E Q � M� N CD O � CO 0 d o T WNSHIP 37 SOUTH � „ to r i O II e , • >> CO W N M - 5 N• 123 20 W O e J _0 29 3 � m cn � _ 5 � r, ti oo _ 29 3 _ RANGE 39 EAST „ o _ 5.12 1,n d o p L 6 _ Q _ 9 o _ 3 w 2 _ J 0 3 L1 _ 2 (I u 5 � r- 6 0o 3 r� I 3 O � L x J = 09 � w � fICj d L63. _ _ N x ti _ m _ e „-465.98 • - N E-- � = 39 L o r d 331 o �r m �n _ p i o rn _ 9.00 N 0 56 c� 7 rn _ R m V 649 _ J � r� oo w N _ _ _ N cfl I l SHEET 4 O � m m cfl Q o co I ( Q SHEET 7 N N N � --�.-. a M N N o � ,_---- � ,- N __ TRACT o" e H ° 92.06 34.31 J OS4 7663 S.F. o O o ----- 3.90 AC. o z N 8 - 9e3r26„ E 126 3 .37, II z O O z z (N.R.) R 35.00 � N 89 33 26 E e _ 0-_ 31 33 13" p 86 57 52 TRACT L 16 L 53.12 1 c� L-19.27 , 23 20 0 WATER MANAGEM ENT , N 710 SHEET 3 2 U.E. R.A. _ N I O 1 2.81 AC. 7569 S.F. N 00 26 34 W � i I I M / 124. 7 r .._---- SHEET 2 0 o v 4 650 �t 2 U.E. R.A. 20 ..�--�- i N N o N N .M.E• �� � L . .7663 S.F. N 89033, 26» E `..-- 121.20 N 89033 26„ E MATCH LINE 123.20 (SEE SHEET 4) N.T.S. n PSLUSD PROJECT # 5268G SH0248 P-23-190 SHEET 5 OF 7 PLAT BK 130 PG 30 n - a. vi gRL: [,%I D Ir vE, A PARCEL OF LAND LYING IN SECTION 20 TOWNSHIP SOUTH , RANGE 39 EAST CI TY OF PORT ST LUCIE ST. LUCIECOUNTY, FLORIDA r SHEET 6 0F 7 RIVERLAND PARCEL C PLAT SIX (P.B.87 PG. 1) 0 8 , 20 40 80 12 0 RIVERLAND PARCEL C PLAT SEVEN P A S E 0 TR ACT A C T ...:. 4U (P.B. 87 PG. 23) - i SCALE: 1 40 - 25,UB c P LI •_.. _ EN T _ EASEMENT S E M MUL TI -MODAL A L S E M A ) P 4 .E 5 2 D G. 0 2 P 0 -- 2 9 , R.B. 3 1 - _ - T _ LEGEND C - 0 A _ _ E c I S R 5786.21 L A 5 P u6 2 _ MONUMENT _..- SET PERMANENT REFERENCE M T _- EA SEMENT T LIMITS L A S EM MU 0 A _ 5/8 IRON ROAD 18 IN LENGTH WITH 1.5 CAP A3 ,) 2 6 42 8 7 P _ P. B _- STAMPED RML.B. #7741 OF PL AT I P L B c � i - Pu 2 3. _ -- L 6 74 ._- 2 NT FOUND PERMANENT REFERENCE MONUMENT AS DA ._ - M 0 LT I �.-- 5/8 IRON ROD 18 IN LENGTH WITH 1.5 .CAP U 4) M 52 _..-.- ...-- 3 9 0 2 P G B P M # 4 >t STAMPED PR L.B. 77 1 _ .R (0 0 _ _ , R 7100.00 c i _.. N 5 PUBLIC • PERMANENT CONTROL POINT SET PER EN C N OL N E _-- P.N.R.I. M E >t E S r _ o _ AL w „ OD '� _ M r I -- NAIL WITH 1.25 DISK STAMPED PCP L.B.#7741 0 8 15 37 3 ._...- o M G.,2 B 7 N ._- � �- J O FOUND PERMANENT CON I ROL POINT: L 1023.59 » A STAMPED PCPL.B.#7741 .-- � NIL WITH 125 DISK ST L POB S 05 1615 E A DELTA ANGLE � NORTHWEST-•- w P.R.C. (RADIAL) CORNER OF AC. -ACRES I .PAT ONE REPEAT RIVERLAND PARCEL D L _ -- _,,-- B.E. BUFFER EASEMENT J V - (P.B. 124 PG. 33) / � CB CHORD BEARING _ 0 _ .2 » 0 e t _48 _ 3 CH CHORD DISTANCE _ 52 3 _- w CENTERLINE _ o - N D.B. -DEED BOOK J J D.E. DRAINAGE EASEMENT RIVERLAND PARCEL D _ ------ D.S.E. DRAINAGE SWALE EASEMENT r` L - ARC LENGTH PLAT ONE REPLAY (P.6. 124 PG. 33) L.A.E. LIMITED ACCESS EASEMENT m L.E. LANDSCAPE EASEMENT L.- LM.A.E. AKE MAINTENANCE ACCESS EASEMENT TRACT L 15BL.M.E. L.M. - LAKE MAINTENANCE EASEMENT -RADIAL N.R. NOT WATER MANAGEMENT TRACT _A » » N.R.T.R. NOT RADIAL TO REAR 4.59 AC. TRACT L15B N.T.S. , - NOT TO SCALE R 5611.21 O.R.B. OFFICIAL RECORD BOOK =2 O 21, 4 » O.E. MAINTENANCE &ROOF OVERHANG EASEMENTR=5601.21 TRACT L_230.26, P.B. PLAT BOOK ,&_0D30 48». 0.01 AC. 1 _50.17 P.C.P. PERMANENT CONTROL POINT (N.RJ L , _ - o , „ _--P - G N 02 08 02 W - r G PAGE N __ _-- _ 10.04 O P.O.B. POINT OF BEGINNING m P.O.C. - POINT OF COMMENCEMENT 10 WESTERLY BOUNDARY OF P.S.L.U.E. PORT ST. LUCIE UTILITY EASEMENT o5 T o , 6 i �' _ .3 _ P.S.M. PROFESSIONAL SURVEYOR AND MAPPER _106 ._-•--- - L <R=l .00 � RIVERLAND PARCEL D PLAT ONE REPEAT. _ w - _-•�- » _ e „ R -RADIUS o _ e o 0 93 23 50 (P.B. 124 PG: 33) _ 4 / RIGHT-OF-WAY 0 R W N (N R.) x J = 3.72 _ I D „ L-24.45 L 7 v N 02 08 02 W S.F. - SQUARE FEET + N e 1 _ , 0 2 4 3 - 9 3 _ 0 10 0 S.T. SURVEY TIE 3 4 ►n 8 0 L _ 4 _ 2 m _ .2 3 4 ._.---- 8 4 � 0 0 4 _ 3 D _6 N _ 6 4 D , 4 r� _ N o L 9 U.E. UTILITY EASEMENT w 00 2 r 1 o I 5. 0 1 0 20 R 72 » 11 0 _L-50.17 v- a �n _ 91 �n II - 44 62 D w I� RAD RADIAL LINE N �, 633 0 r o a .M E. 0 m ` L J I m - -EASEMENT-RESTRICTED » I ii ti O , _ t .A. TAR A 9 N I U E R UTILITY E _ 02 6 I _ 3 3 L o w o - p 3 r- _ » 0 4 Q ,. D - 89 _ -� 10502 S.F. P.C. POINT OF CURVATURE _ 02 =69 _ 3 L _ 3 _ s 0 N _ I I 200 P.T. POINT OF TANGENCY 89 9. z 6i 0 L .. F- P.R.C. . POINT OF REVERSE CURVATURE I 0 00 � V L. M.E. z 634 ,m oz m Q _ _ O D.E.D O D e , » ' P.N.R.I. POINT OF NON RADIAL INTERSECTION 2 N E I 1 5 8 0 5 w 87 Z N N N N _ 635 _ o � _ P.R.I. POINT OF RADIAL INTERSECTION D 11645 S.F. � , t O O N W o 0 0 _ I 1 2.0 Z m N w z 12 „ P.C.C. POINT OF COMPOUND CURVATURE ,., o _ ao RACY L156 O o � 25 - I IT N 7754 S.F. I 25 L M S 1v •� m O cD 637 o _ � I - N • .. _ , O O - I 7739 S.F. Z _ o w R-25.00 3 N o o OF PLAT 638 _ � D o _ r 1 _ , O D _ cn 7739 S.F. ►► O � 87 28 40 _ U.E.2 �- I- co w o r ►1 10 6 _ N � J o D II 639 N o t� w _ I o d' 1 O _ W I 1 _ L 38.17 cn _ 0 8599 S.F. � co o � D I o v, W _ LLB d N O W l0 N O � _ _ � W - CO _ 0 8125 S.F. o .a = N .F _ 8599 S � � i m _� c �n w _ (n 5 I ►n cr _ 1 I 2 V s 5 WPREPARED BY _ t -o THIS INSTRUMENT AS � I rn 11 !� _ o m _ r` I - --- -66.13 Q �n W I L _.- z_ 1 ti PERRY C. WHITE P.S.M. 4213 STATE OF FLORIDA O 4 , a 4 I „ (n D _ , _ 2 9 D I 0 0 E .. 8 _ 0 15 � 7 5 5 8 _ 2 N r + R 2 0 _ 96 _ SAND &HILLS SURVEYING INC. e 4 r--- _63. » _ .52 cc _ 4 L 97 , G 9 D L _ 2 _ 3 3 5 4 .00 s 2 - 1 2 2 • 2 - _63 e + =t 44. > .- BASIS OF BEARINGS) =0 33 o L _ , - 7 45 L _ �, 8461 LAKE WORTH ROAD, SUITE 4 A �-4 0 T _ oo ----- e _.._ = 1.07 _ ._- RAC _2000. _ oe = 3 OZ L 7 _ 90 T R _ w o » -- _ • t $ e 7 E c S 02 08 02 E LAKE WORTH, FLORIDA 33467 = 1.07 =6 24 4 38 5 p 7 - =N8 L 0 B - -0 C II ---- -73 t _,_. _ o � R = 9.5 _ _ 82 Q H , c � � LB 7741 e .__-----� 623.13 1 7E o 7 0 ,- _ 4 0 _ 31 5 5 W 6 _ 8 _ 7 N 1 9 co co C B R _ 5 NE „ 5 A 6 O 9 _ L _ 0. I a » 9 9 Lo _ T 2 r L $ O cfl N 7 D L F 4 c� _ i _ 25 _-----' AL _ 37 ---_ _ 4 ND 2 _ cn 6 2 _ p► co _ � t „ .7 » 0 1 25S.F. 0 8 81 S 2. 6 , -742 _------- D L ___- D R _ _ 46 _ 09 - t 5 _2 O1 /� , L 6 6 0 a� 0 _ I 'r „ _ .64 _ , ,n L_635 _- » R-25.00 _ • 26 m e » , _4 53 D 5 _- ti 93 _ D » N 875158 E N =0 2 _ N 00 D N _ 7. 4 + 92 39 06 _ 44 7 cn _- » 1 �t R D 1 0 7 r 0 _ 4 , 6 7 1 _ _ 2 9 r1 11 L 40 43 00 _.-.- 0 122. O » �0.83 $ .7 o W -02=63.A � .- w m R c _ „ c9 O _ N 3 � � SEO .0 _ - PA 62 w 2 U.E. R.A N 35 L rn c cn o _ 29 _ +�i _ RIVERLAND PARCEL D 1 m cn o =64.07 _ bo 0 p SC Z O N D.E. 30 . o o s REPEAT r 11 2 D PLAT ONE u .E D Z _ N N O N o .A o N L M I N _20 0 � - o 0 0 � r N z (P.B. 124 PG. 33) D 721 � -1z z � 7588 S.F.w O Z N O N 70 W �f SH� 6 z O 720 719 _ � ti O m W I , _ o CJ� W .� OD i O -i O O , _ cn o N 11768 S.F. v� NU.E.-R.A.SHEET 5 o - D w CA o +-2 . o _ o .m N � _ O W _ N (J� N 8 _ _ O r- D 8485 S.F. , „ N 7887 S.F. _ e O .. � 717 s E 0 1 5 O 75 N _ N _ N8 N --lltt � �i O .- O m _ � N m I - _ I _ I c Z O .+ _ , �► . 7758 S.F. _ N D w 122.00 N _ � 7649 S.F. o � _ N o ..1 _ p u 7 16 _ f r _ 1 ri _v � D cr 1 � O N O , o ro Q I N �L o I cn r a N O CP W o N 11 r 1 } 7881 S.F. .. - » 11 -. m N TRACT OS3 _ rn _ o N F- O O N , Ut p N N _ N N 6 9 m o 2 0 D cr V 2 0.06 AC. _ m o Z 1 N r I N O �- O o _ _ _• _ T 4 m cn Q SHEET o u o o � r- - , _ - ao N � SHEET 7 - N D - OC L.M.E. _ - 4.45 o co 7588 S.F. o _ _ � 8 D IQ » _ e O 7 r o =0 29 0 .__ -- 1.02 7 0 o � 5 „ 135.4 � cn , = 4.11 • 418 E z _ >= 28 47 L 6 82 4 0 N w _ 8 E TRACT L15B _ 3.3 (N I N o L 6 O I I I ► =0 2g 35 »=465.98 � 2 + =3 31 -1 = 122.00 _65.1 p 0-37 47 45 - L=7569.00 R _ 25' 25' / _ + -19.7 � w I SHEET 3 _ R 30.00 I I S E 0 _-.-- 722 _ o N �-89 13 28 _ - r- L=46.72 L.ME. � 2e31 19» 8595 S.F. 10 U.E. I I _N I O628 N SHEET 2 N » » , _ ' O _ L 44.01 N / R=1000.00 6 � 7588 S.F.sF TRACT L 1 .R.) II �-5 38 51 WATER MANAGEMENT TRACT = N 87 5t 58 E / L 98.57 2.81 AC. 123.49 N87 -•- 5158 E • _ 122 E .00 _.- MAT CH LIN KEY MAP -- ._ (SEE SHEET 7) N.T.S. PSLUSD PROJECT # 5268G SH0248 P25-190 SHEET 6 OF 7 u � PLAT BK 130 PG 31 I E,­ N .s.. ;. ,. ... .. W- _.. is ::. .. .;... . ,.' .. _... ... c - 4 A PARCEL0 F N LYING .. LAND L I G IN SECTION TOWNSHIP 37 SOUTH 20 TO N ' RANGE 39 EAST CITY F r IT O .PORT ST. LUCIE ST LUCIE COUNTY FLORIDA SHEET 7 F 0 7 NE I T CH L MA TCH ET 6) SEE SH EET (N.R.) 0 8 20 40 80 120 o 58 E ; N8 75 1 , 3 49 .. _. 1 4 8 75 1 58 L R N � = N R O , N 2 0 D _ p O CO _ 12 r m o _ co cfl N _ - 11 ' - 117 Q) S ..- CA 1 4 • II � 00 � O LE 0 W N d- ti N o CJ1 O o M 723 M O �r " N 0 N R 1000.00-PbP O N ti , � N N {BASIS OF BEARINGS) , N O t+) o -J _ _ 0 627 � 3$ 51 cn 5 I I z I o s, » 7679 S.F. 1 O cn w _ z e L 98.57 _ S 02 08 0? E , , N _ 17 2 o a o , „ 0 0 0 B I _ 7627 S.F. _ , 0 0 8 17 4 , P.C. .3 e 8 „ - 3 57 _ 02 7 � = 3 5 623.13 L.M.E.5 � 02 8.0 LLEGEND: e , E _ _ .31 15 5 0 2 0 _ L 88 6 N 4.4 25 25 L 2 I 1 22.0 0 ° 5 4 E N8 8 15 -SET PERMANENT REFERENCE MONUMENT - e , 20 " „ n 5/8 IRON ROAD 18 N LENGTH WITH 1.5 AP I Q c3� I I T I C 0 TRACT 15B R 122.0 L e Q STAMPED RML.B.# 74 DL.M.E.E. S A PED P L.B 7 1 » " m L.M 1' _ ,r, m O TRACT L 16 n _ I u 0 � t - � �r _ -FOUND PERMANENT REFERENCE MONUMENT 724 I v` ti ❑ E R I o " ,. „ _ tr N WATER MANAGEMENT TRACT _ o ° � _ - 5/8 IRON ROD 18 IN LENGTH WITH 1.5 AP R 3340.00 ., Q r` o C W II M O n _ th o _ II �' I 626 0 2 00 16 7801 S.F _ m o STAMPED PRM L.B. #7741 2.81 C o to w O _ 4 F- rn _ o -- u _ ao L L16.84 r` cfl a o n • SET PERMANENT CONTROL POINT , u 7687 S.F _I j -r „ 10 U.E. 4 u J NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 0 v M � a / 53 E - 11 _ \ 89 04 N O FOUND PERMANENT CONTROL POINT I 7 W n 122.00 o „ NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 20 �- N 89 16 32 E RIVERLAND PARCEL D w -DELTA ANGLE cD _ _ L .M.E. ao 122.00 _ , _ AC. - ACRES _ R.A.. 2 u.E LA ON REPEAT _ R PLAT E � 0 47 20 _ �_ , B.E. -BUFFER EASEMENT. _ co _ rn mI L 46.00 _ N (P P . 33) 7 25 .B 124 G O N R 0 BEARING �r- CB CHORD BE I G _ O _ R R 30.00 1000 00 0 ' �n _ ° .cfl o � _ ° I _ CH CHORD DISTANCE o n In v _ .- N _ 7828 S.F. _ � � 90 2134 I z 0 4 47 12 I ._ 625 _ R It J II ° n d - CENTERLINE L 47.31 m o L 83.54 � 33 59 50 d I o0 o (O 0 i _ W V o _ D.B. DEED BOOK o _ _ a L 17.80 8231 S.F. _ a N n J to I I - (N.R.T.R.) v � D.E. DRAINAGE EASEMENT N Q e o ti Q , r _ r N89 0 9 W N 5 2 .. � 8 _ A SWALE w / , D.S.E. DRAINAGE S ALE EASEMENT 9 02 �r W 4 0 r` 10 U.E. ; 0.6 0 9 I ti 62.20 N .- + L ARC LENGTH 127.09 � _..._. - , J a o . n , 62.20 I _ e r n n � N 89 38 33 W L.A.E. LIMITED ACCESS EASEMENT 2 _ 2.31 � 17.1216 / L.E. LANDSCAPE EASEMENT I _ R o � 122.00 / 9. - L 01 I .- _ p R LIMITS _ I .� L.M.A.E. -LAKE MAINTENANCE ACCESS EASEMENT o_ R ► m _ N N. N o ►�- o w L.M.E. LAKE MAINTENANCE EASEMENT 726 O � _ OF PLAT 0) N ti _ s O CO O 0� p tr Ih � - r. / � rn N.R. NOT RADIAL o I � m m - o M 4J K, 0 l O to 8494 S.F. cfl ° `n N N ° o � n x _ , In - _ N.R.T.R. -NOT RADIAL TO REAR n n M 624 co R I N N` I i Of It tl J W _ J II � o n u co N.T.S. NOT TO SCALE co M ( o cfl _ 4 w ti i_ o d co I m W II J o -Q - o I � N O.R.B. OFFICIAL RECORD BOOK _ F 8231 S F. o N 702 _ w 4 I m n n o ►� ,1 o 0 • - W rr J _ - I ►•� o � O.E. MAINTENANCE &ROOF OVERHANG EASEMENT ro O N 701 _ N 88 45 51 W N O _ I Q Q O O Ib 7539 S.F.° o N 700 .. � n P.B. -PLAT BOOK O N O W 133. 59 � o O 1cr o � _ I 1 I = ° . 0 699 _ P.C.P.CERMANENT CONTROL POINT 7539 S.F. P.P. Z O N , _ V I 0 Z O 0) " N - 2 z U.E. R.A. I , N883 7549 S.F. � e .. 3 39 w z o I , N o WESTERLY BOUNDARY OF PG. PAGE 0 - 8286 S.F.. I R Z O V \'' , -- I c� 122.00 - ; P.O.B. POINT OF BEGINNING ° ,00 r RIWERLAND PARCEL D PLAT ONE REPEAT z - � 20 N Q � i i \_ _ P.O.C. POINT OF COMMENCEMENT o - 727 m00I _ (P.B. 124, PG. 33) L.M.E. - r. r` R P.S.L.U.E. PORT ST. LUCIE UTILITY EASEMENT z ,h �n m _ / fn o �_ m M P.S.M. PROFESSIONAL SURVEYOR AND MAPPER 10740 S.F. � I m � � II _ t` O II 623 --_ o _ . I 0 J R ADIUS . o� O 0 R -m 62. N , o - RIGHT-OF-WAY .- _ 11 CO � --._ .-_ 5 L.E _ I u / WA -___ R 25.00 � e R W RIGHT OF Y h- a 7687_S.F. 1 J 2. m 20 0 n n _ , L�=92 47 24 V -� u u n n S.F. -SQUARE FEET 62. --_ 1 5 D.S.E. _ TRACT L15B 20 -L I'� 4 -t �0 --- � _ _ L 40.49 4 S.T. SURVEY TIE I 70. -•�� � , -_ G6 -� a- i e N 20 8 �' n a 4 59 02 , I U.E. UTILITY EASEMENT TRACT w s93 -- - ° , n V A 18 106 N 66 87 33 01 W L.M.E. ----__ _ N �� E. RAD RADIAL LINE --------- _ d - - ^ 122.0 U.E. R.A. UTILITY EASEMENT RESTRICTED AREA - - N n I 84 59 02 TUN n _ W _ w 0 VI _ II �---- 745. EW P.C. POINT. OF CURVATURE N 29 ROAD �n J _ Z - ti a N _ T i P.T. POINT OF TANGENCY ►� V I _ � - m � P.R.C. POINT OF REVERSE CURVATURE -- -_._ O M 00 ' �-= _ R 3634.00 _ 622 - - i"o o .-. o W 6 --__ P N.R.I. PINT OF NON -RADIAL ALINTERSECTION 2.20 0 -----_ ,_• o 0 I -� , m o O N 84 59 02" _ o >t » _ W -- 62 � ----- � N v O 20 W 696 ° - P.R.I. POINT OF RADIAL INTERSECTION Q _ 60 ,n ° Ina _ 7687 s.F. �. 0 14 59 41 v 66.60 N a J _ --_ _ - � u / P.C.C. POINT OF COMPOUND CURVATURE cc � n Q 0 a _ n i 4 20 L 951.04 , a I 0 �_ , r n - 15 63 N 86 D. 62 32 24 w � E. W o, W , , 7.5 w -_�. 22.00 R w N tb , _ , r % I .5 _ _ , � w � _ o R 25.00 � ti N _ c o O e r n In .- - R _. M / O W _ \ i 690 _ 4 i 1'n o ss 52 1 THIS INSTRUMENT WASPREPARED p �. M _ I E T WBY N ti o O e � i N O O O _ W l o 691 � - - I L=38.78 Q tr � CO , o N p I, e p PERRY C. WHITE P.S.M. 4213 STATE OF FLORIDA 7539 S.F. 0 692 _ p f f N O Z cJ N O O .� .� O 7539 S.F. 10 a �r �n � � _ N U.E 693 � e N I � SAND &HILLS SURVEYING, INC. z o I . o N �1 ._..I 7687 S.F. N I ._ f O V 8072 S.F. � .- p a u z n "z ° _ o w N 694 Q J 8461 LAKE WORTH ROAD SUITS i7 _ 0 8072 S.F. R 4 f fir. z o � � I i i � . R cfl I I F- z 9441 S.F. o - ° ' n - _ � m N8 • 531 47 LAKE WORTH FLORIDA 33467 N O w RIVERLAND PARCEL D f o 695 rr : o O o o t0 1 - _ .r 10 22.0 20 ti E. _ LB 7741 o I PLAT ONE REPEAT o � . 13412 S.F. v , - Ct O ° N � N O II L.M.E. , -. co N , 6 _ 2 .20 z � d- ►� �. I cP.B. 124 PG. 33) n t i 0 o 4 6 .^^_. it M . 2. I Q1 I o J , a 0 a I � N J r- V e - w 6 N 6.60 �n I O Ln • Ib II o , Q w it W N n II � _ Li � 8 J o N 4 6 0 6 0 2 59 5. m 0 4 0 2 , 6 W J o _ _ 4 o ti 4 4. 6 4 .� 7 r� m Ir m , :' o = ,I o , w n o --- - N i o r. ti J O 8755 S.F. e _ N N I ti Q n N - nn - I4 -_ o w SE _ 4 P A _ I - LO O Q e , _ » » N » , _ 84 2 _ 2 44 33. - W W R 35.00 57 N 4 � � TRACT L 17 � p _ c o , n 8 ' a, j 22.0 =9 0 -1. � 0 1 6 28 T r N � » - WATER MANAGEMENT RACT _ 84 59 02 - " n L-55.65 , � W _ SHEET 6 12 2 TACT 1 B .3 -._ - R L 5 3 n � N. _ 2.30 AC. R. I - SHEET 5 I. _ , _ 7 40 1 20 3 R , ti i - % _ o / R 3340.00 L-4.69' , co _ d _ .-. r- _ ° 25 e L.M.E._ � '►2 49 00 6 9 _ � 2 ti 696 _ 5 O N M _ 1 i � i I 1 ` 1 4.19 5 �- L 6 9 ...r `�. 2 3 0 7 O ... L 4 8910 S.F. ti 5 7. 9 2 7 9 1S.F. ti L.M.E. S ° M EnIf ._ J n 2 _ d n U.E. R. A. J o 4 _ SHEET 4 N 8 o -_ SHEET 7 2 » , 5 N8 » 2 3 5 1 6 2 2 W 8 , W 2 _ U .E 122.00 R.A. 122 .00 M - - A TC , H L _ I _ N (SEE S H i E P E T 2) , SHEET 3 � SHEET 2 i N.T.S. PSLUSD PROJECT # 5268G SH0248 P23- 190 SHEET 7 OF 7