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HomeMy WebLinkAbout139 1-6 Riverland Parcel E - Plat ThreeCFN # 5590552 PLAT BOOK 139 PAGE 1, Recorded 03/04/2026 02:43:28 PM SAINT LUCIE COUNTY Deputy Clerk PINEDAJ P BK 139 LAND HR Pages 1 6 RECOR DED 03/ 0 4/ 20 26 02. 43 .28 P Mf 1 SAI NT LUCI EC UY CO UNTY PARC'' PLA Rm i PI N Er14- I A PARCEL OF LAND LYING IN SECTION 19, TOWNSHIP 37 SOUTH, RA NGE 39 EAST CITY OF PORT ST. LUCIE ST. LUCIE COU NTY, FLORIDA. � L I C ,,..SHEET 1 OF 6 � FlCAno ,t: nl OEFM N OF OWNERSHIP & DEDICATION ACKNOWLEDGMENT ; LEGAL t�r.�tanntu• - EG L DESCRIPTION: --_._. STATE OFFLORIDA THE CITY OF PORT ST. LUCIE UTILITY EASEMENTS P.S.L.U.E. AS SHOWN HEREON - FLO ) - ( ) E EON ,.; ARE HEREBY DEDICATED TO THE COUNTY OF BROWARD BEING A PARCEL OF ND LYING WITHIN TIN CITY OF PORT ST. LUCIE (CITY , .ITS SUCCESSORS, /LA SEC 0 19, TOWNSHIP 37 SOUTH, RANGE 39 FAST, ) GENTS, EMPLOYEES, ,CONTRACTORS, DESIGNEES AND ASSIGNS A GENERAL CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA AND BEING MORE , BEFORE M INGRESS EGRESS EASEMENT OVER AND ACROSS E E, BY MEANS OF K) PHYSICAL PRESENCE OR OONLINE NOTARIZATION, PARTICULARLY DESCRIBED AS FOLLOWS. / _ _ ITS DRIVEWAYS, PARKING, COMMON OR OPEN AREAS RICHARD M. NORWALK WHO IS P OWN TO ME OR HAS PRODUCED FOR ACCESS T . 0 OPERATION MODIFICATIONS, _ , FICATIONS, INSTALLATION OF OR . „ MAINTENANC _______________________ AS IDENTIFICATION, E OF, PUBLIC UTILITIES FACILITIES, INCLUDING BUT NOT LIMITED TO WATER AND -WHO EXECUTED THE , BEGIN AT THE SOUTHEAST CORNER OF TRACT OS13 RIVERLAND PARCEL E -PLAT ONE AS - , AND WASTEWATER -LINES, APPURTENANT FACILITIES AND EQUIPMENT. THER HA FOREGOING INSTRUMENT AS VICE PRESIDENT OF RIVERLAND V CORPORATION, AND RECORDED IN PLAT BOOK 138, PAGE 1, PUBLIC RECORDS OF ST. LUCIE. COUNTY,�FLORIDA, - - THERE'SHALL LL BE APPROVAL 0 CITY OF PORT ST. LUCIE NO OTHER PUBLIC 0 SEVERALLY AND BEING A POINT ON A CURVE, CONCAVE WESTERLY�HAVING A RADIAL�BEARING OF -SOUTH i R PRIVATE UTILITY FACILITIES INSTALLED IN, ON, UNDER, OR ACKNOWLEDGED TO AND BEFORE ME THAT HE EXECUTED SUCH STATE OF FLORIDA • / ACROSS THE EASEMENT AREA WITHOUT THE CITY S WRITTEN PERMISSION. INSTRUMENT AS SUCH OFFICER OF SAID CORPORATION, AND THAT THE SEAL 0 76 23 02 WEST, A RADIUS OF 1930.00 FEET AND A CENTRAL ANGLE OF 13 47 52 ,THENCE - THERE SHALL COUNTY. OF ST. LUCIE BE NO IMPROVEMENTS OF AFFIXED TO THE FOREGOING ALONG THE WESTERLY RIGHT-OF-WAY OF N S-A AS RECORDED IN OFFICIAL RECORDS BOOKS E S ANY KIND INCLUDING, BUT NOT LIMITED T0, LANDSCAPING INSTRUMENT IS THE CORPORATE SEAL OF SAID / I CONSTRUCTED WITHIN THE BOUNDARIES OF THE EASEMENT AREA CORPORATION AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BY DUE AND 3902, PAGE 484, SAID 'PUBLIC RECORDS FOR THE FOLLOWING TWO 2 DESCRIBED COURSES, WHICH WOULD� , , O RESTRICT THE OPERATION AND MAINTENANCE OF OR WHICHREGULAR CORP IT IS HEREBY CERTIFIED THAT THIS PLAT OF RIVERLAND PARCEL - �IEYOR S NOTES SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT A DISTANCE OF 464.77 FEET TO MAY IN ANY MANNER ORATE AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREE ACT E PLAT THREE, HAS . w RESULT IN HARM TO THE CITY AND DEED BEEN OFFICIALLY APPROVED FOR RECORD BY THE CITY OF PORT ST. LUCIE AND A ,r A POINT OF TANGENCY; THENCE S FACILITIES. THE RIVERLAND PARCEL E HOMEOWNERS E OF SAID CORPORATION. WITNESS MY HAND AND OFFICIAL SEAL THIS ALL 1) BEARINGS ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (1990 ADJUSTMENT) r E E SOUTH 00 10 54 WEST, A DISTANCE OF 857.95 FEET; DEDI ATIONS TO THE C OF PORT -- _2•4 - DAY OF _Ga1� 2026. ST. LUCIE HEREIN ARE ACCEPTED, THIS FLORIDA EAST COAST STATE PLANE COORDINATE SYSTEM (EAST ZONE) ASSOCIATION, INC., ITS SUCCESSORS OR ASSIGNS, SHALL MAINTAIN, REPAIR AND Z THE SOUTH LINE ., THENCE NORTH 89'49'06" WEST, A DISTANCE OF 1226.49 FEET; THENCE NORTH 00'10'54" - ---' _ • - , rt ---- DAY OF -- --------- 2026. OF TRACT -PUBLICa.• .. REPLACE ANY PERMITTED iMPROVEMENTSI OVER THE UTILITY EASEMENT, WHICH ARE NOT --- - - T L38 . RIVERLAND PARCEL E PLAT ONE PLAT BOOK 138 PAGE 1 , R - EAST, A ,DISTANCE. OF 571.68 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE • � �-.«. PRECLUDED BY THEFOREGOING, COMMISSION „ -.; •g- max. RECORDS,._..r,-�---:.. OF ST. LUCIE COUNT FLORIDA,0 Y FL RIDAVING A EAR � .. � 0 EGOING, WHICH MAY BE DAMAGED OR DESTROYED BY THE CITY, BEARING OF NORTH 69 2212 EAST ..._- .. WESTERLY HAVING A RADIUS OF 2570.00 FEET A CENTRAL ANGLE OF 06 23 15 THENCE 1•F 2 !0 r - ITS SUCCESSORS OR ASSI NOTARY PUBLIC ------------------- NUMBER.------� ---- ----- .� �- _. W „ " , 4� ITH ALL BEARINGS SHOWN HEREON BEING RELATIVE THERETO. DESIGNEES OR� CONTRACTORS IN THE CONSTRUCTION, Y , NORTHERLY. ALONG THE ARC OF SAID CURVE TO THE LEFT A DISTANCE OF 286.50 FEET TO GNS, ... THEPINT • /� OPERATION, MAINTENANCE OF, OR ACCESS T0, THE CITY S FACILITIES. "THE CITY ITS .. r< <.. <., >l �. 0 OF INTERSECTION WITH ANON -RADIAL LINE THENCE NORTH 76 10 10 EAST A - - _�. _ ,. �., CLERK,OFn�._: - a ' SUCCESSORS i CITY OF ORT ..._,., OR ASSIGNS, SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL F O r . COIi'On P ST.tUCIE. TT T ......,4 . L 0 MANY PRINT NAME.--��i--'------------- _ DISTANCE OF 325.99 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE 2) NOTICE. THIS PLAT AS RECORDED IN ITS GRAPHIC FORM S T CIRCUIT -'LOUR _ - I THE OFFICIAL DEPICT30fy , - ; T> • „ IMPROVEMENTS, WHICH ARE CONSTRUCTED IN,VIOLATION OF THE CONDITIONS SET FORTH -Olt _ x ti, NORTHWESTERLY HAVING A RADIUS OF 851.00 FEET A CENTRAL ANGLE OF 16 8 ��j� OF � 5 15 , ABOVE. IF VIOLATIN /p HE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN N0 CIRCUMSTANC S:BED - •�.-..- ...,.4 � � .. --.-- , G IMPROVEMENTS ARE NOT REMOVED UPON REQUEST THE�CITY ITS �i —` I ah AL THENCE EASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF 252.07 MY COMMISSION EXPIRES.__ __Z$_� --- - --- - -14 �- SUPPLANTED IN THE r E AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE. �- „ SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS WILL REMOVE�SAID t . , FEET TO A POINT OF TANGENCY; THENCE NORTH 59 11 T JESUS MEREJO, CITY MANAGE •SALLY WALSH CITY CLERK - ; may= E 55 EAST, A DISTANCE OF 183.22 IMPROVEMENTS WITHOUT LIABILITY, RESPONSIBILITY OR COST TO THE CITY. THE CITY OF �+. PLAT..;.R., FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A ,4 r H PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY�MAINTENANCE�OBLIGATIONS FOR ,- :, RADIUS F �SHALL/RELATE- 0 1156.00 FEET A CENTRAL ANGLE F 10 0 7 THENCE SAID EASEM NTS L 0 1 1 E NORTHEASTERLY ALONG E EXCEPT AS TO THE SERVICING OF SUCH PUBLIC ,- , i NotarylePublic state of Florida 3) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NO RECORDED 0 <. T D N THIS PLAT THE ARC OF SAID CURVE TO THE RIGHT, A DISTANCE OF 205.22 FEET TO A POINT OF UTILITIES BY THE -CITY OF PORT ST.,LUCIE. \ /Colleen M Colton _,.b. . w V C on } THAT MAY BE FOUND IN THE PUBLI TANGENCY, THENCE NORTH 69 22 12 EAST A DISTANCE OF 229.41 FEET; THENCE NORTH �� tit Commission HH 27 C RECORDS OF THIS COUNTY.- , "�-Ilti i Y 5 903 ACCEPTANCE OF DEDICATION Expires s/lsnoza ••.• •.,. 76'23 02 FAST, A DISTANCE OF 85.00 FEET TO THE POINT OF BEGINNING. 7) THE UTILITY EASEMENTS U.E. AS SHOWN HEREON RUNNING ADJACENT AND � f - � , ( ) STATE OF FLORIDA - �'S REIX)RDING CERTIFICATE 4) ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AND DECIMALS THEREOF.' = • •' RPOR ''- CONTAINING 30.46 PARALLEL TO —THE TRACTS FOR PRIVATE ROAD PURPOSES ARE NON-EXCLUSIVE 9 ACRES, MORE OR LESS. .COUNTY. OF BROWARD STATE OF FLORIDA . • - :� ; EASEMENTS AND ARE HEREBY DEDICATED FOR THE INSTALLATION. OPERATION, MAINTENANCE REPAIR EXPANSION �';OF .. ON AND REPLACEMENT OF UTILITIES, BOTH PUBLIC AND COUNTY OF S .LUCIE 5) THIS PLAT HAS BEEN REVIEWED FOR CONFORMI -- � li 7 TY TO CHAPTER 177, PART 1, FLORIDA � . PRIVATE INCLUDING BUT NOT LIMITED TO W T •P ST CIE. A ER/AND WASTEWATER,, LINES, ELECTRICAL RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION INC. HEREBY. STATUTES BY A PROFESSIONAL ' E SIGNAL SURVEYOR AND MAPPER EMPLOYED BY OR UNDER L1�' f, LINES, GAS LINES, AND TELECOMMUNICATION LINES, AND ALL RELATED. FACILITIES AND , CONTRACT WITH TFE CITY OF PORT ST. LUCIE. ...,; , Igo , I MICHELLE R. MILLER CLERK OF THE CIRCUIT 61 . APPURTENANCES. PURSUANT TO SECTION 177,091(28), FLORIDA STATUTES, THE UTILITY COURT OF ST. LUCIE, FLORIDA, DO HEREBY 1) ACCEPTS THE DEDICATIONS AND/OR THEIR OBLIGATIONS AS STATED HEREON, OF CERTIFY THAT THIS PLAT HAS BEEN EXAMINED, AND THAT IT COMPLIES IN FORM WITH ••.,,.,•• EASEMENTS SHALL ALSO BE USED FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE TRACT A, TRACT L21, LAKE MAINTENANCE EASEMENTS, LAKE MAINTENANCE ACCESS AND OPERATION ALL THE REQUIREMENTS0 T 6> ALL LINES SHOWN HEREON THATINTERSECT'�L71 t 1 CERTIFlCATION OF OWNERSHIP &DEDICATION 10 OF CABLE TELEVISION SERVICES, PROVIDED, HOWEVER, NO SUCH F HE LAWS OF FLORIDA PERTAINING TO MAPS AND PLATS, CIRCULAR CURVES ARE RADIAL TO THE EASEMENTS, DRAINAGE EASEMENTS, DRAINAGE SWALE EASEMENTS, LANDSCAPE - CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION AND THAT T IS PLAT HAS BEEN FILED FOR RECORD IN PLAT BOOK _ �1 ________, INTERSECTING CURVE UNLESS OTHERWISE NOTED. STATE OF FLORIDA i EASEMENTS, UTILITY EASEMENTS, PORT ST. LUCIE UTILTIY EASEMENTS, SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC PAGE _ —12 OFT PUBLIC RECORDS OF ST. LUCIE COUNTY FLORIDA THIS - � - ,EMERGENCY ACCESS EASEMENT AND OPEN SPACE TRACTS OS1 AND OS2, AS SET tA� < , , TELEPHONE GAS OR OTHER PUBLIC UTILITY. IN THE EVENT , $ �A CABLE TELEVISION . , . . COUNTY OF BROWARD'' r�l � Cam' \ , f I - FORTH UPON THIS PLAT.AND SPECIFICALLY DEDICATED TO RIVERLAND PARCEL E ____________, DAY OF �_____��., 2026. -..�• . COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY,/IT SHALL BE SOLELY _ CERTIFICATE OF SlJE21/EYOR AND HOMEOWNERS ASSOCIATION INC MAPPER RIVERLAND ASSOCIATES V, LLLP, A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP, RESPONSIBLE FOR THE DAMAGES. THE FOREGOING SHALLNNOT APPLY TO THOSE PRIVATE ����,, r OWN - _ ER OF THE LAND DESCRIBED AND PLATTED HEREIN AS RIVERLAND PARCEL E EASEMENTS GRANTED TO OR OBTAINED BY A PARTICU R f � THIS IS TO CERTIFY THAT TH LA ELECTRIC, TELEPHONE, GAS, , bq VqQf AzvC�.IIL,_, E PLAT AS SHOWN HEREON IS A TRUE AND CORRECT PLAT THREE, BEING IN ST. LUCIE COUNTY, FLORIDA, HAS CAUSED SAID LANDS TO BE OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND 2) CONSENTS TO THE PLATTING OF THE LANDS HEREIN. - - - REPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE DIRECTION AND RIVERLAND D V SURVEYEDN�. AND PLATTED AS SHOWN HEREON .AND HEREBY DEDICATES AS FOLLOWS. OPERATION SHALL COMPLY WITH THE .NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED M ELLE R. MILLER, CLERK OF THE CIRCUIT COURT • n"., _.,, SUPERVISION AND THA T SAID SURVEY IS ACCURATE. TO THE BEST OF MY KNOWLEDGE CORPORATION =;t: ' BY THE FLORIDA PUBLIC YOF­ ILI I a � -��:. .. U LIC SERVICE COMMISSION. IN THE EVENT THAT A LAW STANDARD D S _.�.lLtn�____ ___ 2026. ST. LUCIE COUNTY FLORIDA . - AND BELIEF THAT PERMANENT REFERENCE MONUMENTS (P.R.M.'S) HAVE , ,-, ;; , � E BEEN SET AND .: CODE, OR CITY CODE REQUIREMENT RELATING TO THE INSTALLATION m: 1 THE PRIVATE ROAD RIGHTS OF WAY AS SHOWN HEREON TRACT A IS HEREBY NAND MAINTENANCE �.. ,:, THAT PERMANENT CONTROL POINTS (P.C.P.S) AND LOT CORNERS WILL BE SET UNDER THE l.. OF PUBLIC UTILITIES OR PUBLIC DRAINAGE P.- DEDICATED TO THE RIVERLAND PARCEL GE FACILITIES, AS REFERENCED IN THIS � «ift/ ,:.. -. C E HOMEOWNERS ASSOCIATION, INC., ITS. � __ �„_ ,�,,, ._„_, �- GUARANTEES POSTED WITH THE CITY COUNCIL OF PORT ST. LUCIE FOR THE REQUIREDPROVISION, CONFLICTS, THE MORE STRINGENT REQUIREMENT REGULATION PREVAILS.t; SUCCESSORS AND ASSIGNS FOR INGRESS, EGRESS AND UNDERGROUND UTILITIES " - IMPROVEMENTS, AND FURTHER, THAT THE SURVEY DATA COMPLIES WITH ALL OF " CHARLES SAEN ,PRESIDENT ,;.•; ,. �,t �,� �. 3 , ,.. THE r PURPOSES AND ARE HE PERPETUAL MAINTENANCE- . -. T U OBLIGATION OF SAID � REQUIREMENTS OF CHAPTER 177 FLORIDA STATUTES, AS AM .. , E ENDED AND IN ACCORDANCE ITS SUCCESSORS AND ASSIGNS. AN EASEMENT OVER AND UNDE R SUCH PRIVATE ROAD NOTWITHSTANDING THE ABOVE, LOCATED WITHIN ALL UTILITY EASEMENTS RUNNING _ WITNESS: _ -- --- - - WITNESS. _ a�� _ ¢. �, WITH THE SURVEYING STANDARDS CONTAINED WITHIN CHAPTER 5J 17, FLORIDA TITLE CERTIf'ICATION:ADMINISTRATIVE_ - RIGHTS OF WAY, AS SHOWN HEREON, IS ALSO RESERVED IN .FAVOR OF THE CITY OF ADJACENT AND PARALLEL TO FIFTY FOOT 50 "WIDE TRACTS FOR PRIVATE ROAD � -`��,,,��.-. ( ), E i CODE, SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND PORT ST. LUCIE CITY ITS SUCCESSORS AGENTS EMPLOY MAPPERS p I 11 R PURSUANT TO SECTION 472.027, FLORIDA STATUTES AND ORDINANCES OF THE • -- - -- (CITY), EMPLOYEES, CONTRACTORS, PURPOSES, THERE IS HEREBY DESIGNATED WITHIN SUCH UTILITY EASEMENTS, A TWO ______, A DULY NSED ATTORNEY IN DESIGNEES AN ASSIGNS PRINT NAME:----1�r,._�?__V•0 RI .'vQv�CSSd tl�" ��---- - --- - - --- - PRINT NAME ------------ - D FOR ACCESS T0, OPERATION, MODIFICATION, INSTALLATION, _ _____ �a FOOT (2) WIDE RESTRICTED AREA (U.E.-R.A.) LOCATED ADJACENT AND PARALLEL TO '�' THE S E OF FLORIDA D EREBY CERTIFY THAT AS OF TH CITY OF LUCIE FLORIDA HIS _L_Y__ DAY OF z = ` AND/OR MAINTENANCE OF, PUBLIC UTILITY FACILITIES, INCLUDING, BUT NOT LIMITED T0, ' E DAY OF �t��4t�C.v�_ _-- 2026. � - SUCH FIFTY FOOT (50') WIDE TRACTS. NO UTILITIES AND/OR RELATED FACILITIES AND �-� ---- - - 2026. R V WATER AND WASTEWATER LINES AND APPURTENANT FACILITIES. THE CITY SHALL NOT BE I ERLAND PARCEL E APPURTENANCES PERMITTED TO BE INSTALLED IN THE UTILITY EASEMENTS AS PROVIDED RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID _ __ ___ ___rG_`� ___ ___ �___ r 0 D EASEMENT AREA OR SUCH HEREIN SHALL BE INSTALLED 1N ANY PORT10N 0 / � „ ,HOMEOWNERS F SUCH RESTRICTED AREA WITHOUT THE PRIVATE ROAD RIGHTS OF WAY EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH THE RECORD TITLE TO THE LAND AS DESCRIBED AND PERR C. W E ..PRIOR WRITTEN APPROVAL OF THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR SHOWN HEREON IS IN THE NAME OF ASSOCIATION, INC. PUBLIC UTILITIES BY THE CITY. z ACKNOWLEDGMENT RIVERLAND ASSOCIATES V, LLLP A FLORIDA LIMITED LIABILITY LIMITED PROFESS I NAL SURVEYOR Ec MAPPER t � • .. - , ASSIGNS, EXCEPT ONLY TO CROSS SUCH RESTRICTED AREA. - � - PARTNERSHIP THE ENTITY EXECUTING THE DEDICATION. ., FLORIDA REGISTRATION N0.4213 ti STATE OF FLORIDA I THERE ARE NO 2) THE DRAINAGE EASEMENTS D.E. AS SHOWN HEREON ARE HEREBY DEDICATED TO MORTGAGES OF RECORD, ENCUMBERING THE LAND DESCRIBED HEREON. SAND &HILLS SURVEYING, INC. ( ) THERE SHALL BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED TO COUNTY OF BROWARD , ARE, NO RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND PURSUANT/TO FLORIDA STATUTE 197.192, ALL TAXES HAVE -BEEN PAID THROUGH THE 6675 E. CALUMET CIRCLE TREES PLANTED WITHIN THE BOUNDARIES OF THE UTILITY EASEMENTS WHICH WOULD ASSIGNS, FOR DRAINAGE PURPOSES AND THEY ARE THE MAINTENANCE OBLIGATION OF YEAR 2025. RESTRICT THE OPERATION AND MAINTENANCE OF, OR WHICH MAY IN ANY MANNER BEFORE ME, BY MEANS OF (� PHYSICAL PRESENCE OR O ONLINE NOTARIZATION, , LAKE WORTH, FLORIDA 33467 SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. SAID DRAINAGE EASEMENTS MAY - RESULT IN HARM T0, THE CITY OF PORT ST. LUCIE S FACILITIES. THE RIVERLAND CHARLES SAENZ, WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED ALL ASSESSMENTS AND OTHER ITEMS HELD AGAINST SAID LAND HAVE BEEN SATISFIED. ALSO BE USED BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND ASSIGNS, FOR ' V PARCEL E HOMEOWNERS ASSOCIATION, INC., THEIR SUCESSORS AND ASSIGNS, SHALL _________ AS ID NT,IFICATION, D WHO EXECUTED THE THERE ARE ENCUMBRANCES OF RECORD BUT THOSE ENCUMBRANCES DO NOT -------------- PROHIBIT � • , .:.. . DRAINAGE, MAINTENANCE ACTIVITIES AND STORMWATER MANAGEMENT PURPOSES FOR MAINTAIN REPAIR � � � - �� • -r. , RE A R AND REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY FOREGOING INSTRUMENT AS PRESIDENT OF RIVERLAND_PARCEL E HOMEOWNERS THE CREATION OF THE SUBDIVISION DEPICTED BY THIS PLAT. DRAINAGE FROM DISCOVERY WAY (E/W1), SW MARSHALL PARKWAY (E/W3) AND EASEMENTS WHICH R / ARE NOT PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED ASSOCIATION, INC., AND SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT HE ;- SUNDANCE VISTA BOULEVARDr tp,: - (N/S A), IN ACCORDANCE WITH THE DRAINAGE OR � OR DESTROYED BY THE CITY OF PORT ST. U EXECUTED SUCH � _LUCIE, ITS SUCCESSORS AND/OR ASSIGNS, UC INSTRUMENT AS SUCH OFFICER OF SAID_CORP_ORATION, AND THAT ` _ _ • � ,.� �... DATED THI --- --- D Y v SURFACE WATER MANAGEMENT PERMITS ISSUED FROM TIME TO TIME FOR THE LANDS OF _(iL _ DESIGNEES OR CONTRACTORS IN THE OPERATION, MAINTENANCE OF, OR ACCESS TO THE THE SEAL AFFIXED TO THE FOREGOING INSTRUMENT IS THE CORPORATE SEAL OF -- ---- - ---- _, 2026. J : �, SURVEYOR SUBJECT TO THIS PLAT. CITY'S FACILITIES. THE CITY OF PORT ST. LUCIE ITS SAID CORPORATION AND THAT T WAS AFFIXED A ul SUCCESSORS AND/OR ASSIGNS, I I TO SAID INSTRUMENT BY DUE AND , SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY IMPROVEMENTS WHICH ARE REGULAR CORPORATE AUTHORITY, AND THAT SAID INSTRUMENT IS(THE FREE ACT BY -------------- - ----- - ------ CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IN THE EVENT AND DEED OF SAID CORPORATION. WITNESS MY HAND AND OFFICIAL SEAL 3) THE WATER MANAGEMENT TRACT L21, AS SHOWN HEREON IS DEDICATED TO THE SUCH VIOLATING IMPROVEMENTS ARE NOT REMOVED ON REQUEST, THEY SHALL BE THIS_U___ DAY OF 3?__ ���"•� / LQ� - - RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS .SUCCESSORS AND ASSIGNS, --_2026. PRINT NAME: --------- -------- _ SUBJECT TO REMOVAL BY THE CITY OF PORT ST. LUCIE ITS SUCCESSOR AN FOR THE PURPOSE OF SURFACE WATER MANAGEMENT. SAID WATER MANAGEMENT TRACT � S AND/OR ATTORNEY AT LAW ASSIGNS, DESIGNEES OR CONTRACTORS WITHOUT LIABILITY, RESPONSIBILITY OR COST TO MAY ALSO BE USED BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND ASSIGNS, NOTARY PUBLIC. _________________� FLORIDA �� THE CITY. THE CITY OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY BAR FOR DRAINAGE, MAINTENANCE ACTIVITIES AND STORMWATER MANAGEMENT PURPOSES FOR - MAINTENANCE OBLIGATIONS FOR SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE FOR THE FIRM OF GREENBERG TRAURIG, P.A. THIS INSTRUMENT PREPARED BY DRAINAGE FROM DISCOVERY WAY (E/W#1), SW MARSHALL PARKWAY (E/W �3) AND ^ ^ _ -- SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY OF PORT ST. LUCIE. PRINT NAME._S�41LG•E+ _Ch— �L�''�RR C. SUNDANCE VISTA BOULEVARD (N/S A), IN ACCORDANCE WITH THE DRAINAGE OR PERRY C WHITE, P.S.M. 4213, STATE SURFACE WATER MANAGEMENT PERMITS ISSUED FROM TIME TO TIME FOR THE LANDS i E OF FLORIDA SAND ` SUBJECT TO THIS PLAT. & HILLS SURVEYING, INC. MY COMMISSION EXPIRES- _�f LOL � � Notary Public state of Florida-' 8) THE LANDSCAPE EASEMENTS (LE.), AS SHOWN HEREON, ARE HEREBY DEDICATED TO Q�¢-14�-------- _ 6675 E. CALUMET CIRCLE THE RIVERLAND t:, Colleen M Cotton PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND M Commission •., Y HH $27903 4 THE LAKEI� LAKE WORTH, FLORIDA 33467 LB MAINTENANCE EASEMENTS (L.M.E.) AND LAKE MAINTENANCE ACCESS ASSIGNS, FOR LANDSCAPE, IRRIGATION AND DRAINAGE PURPOSES AND THEY ARE THE COMMISSION Expires stt$/2t)28 MAINTENANCE OBLIGATION OF SAID �Zi EASEMENTS (L.M.A.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE RIVERLAND S D. ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. NUMBER. _.�1f_____ 90i____� PARCEL E HOMEOWNERS ASSOCIATION, EINC., ITS SUCCESSORS AND ASSIGNS, AND ARE THE PERPETUAL MAINTENANCE OBLIGATIONS OF SAID ASSOCIATION ITS SUCCESSORS AND 9 THE DRAINAGE SWALE EASEMENTS D.S.E. AS SHOWN HEREON , ) ( ), .ARE HEREBY .. r ASSIGNS. DEDICATED TO THE 'RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION INC. IT SUCCESSORS AND 'ASSIGNS, FOR DRAINAGE PURPOSES AND THEY ARE THE 5) THE OPEN SPACE TRACTS OS1 AND OS2, AS SHOWN HEREON, ARE HEREBY MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. DEDICATE D TO THE RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS 10) THE EMERGENCY ACCESS EASEMENT OVER AND ACROSS A PORTION OF TRACT OS1 SUCCESSORS AND ASSIGNS, FOR OPEN SPACE, UTILITY, DRAINAGE FACILITIES, „ ' AS SHOWN HEREON, IS HEREBY GRANTED TO THE CITY OF PORT ST. LUCIE HE CITY _ PEDESTRIAN ACCESS, AND GOLF CART AND SIMILAR SIZED NEIGHBORHOOD ELECTRIC (T '� PLANNING &ZONING PROJECT NUMBER. P25 100 V FOR EMERGENCY VEHICLE ACCESS OVER AND ACROSS AS SHOWN AND NOTED HEREON t VEHICLE PURPOSES AND ARE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID AND SHALL BE THE MAINTENANCE RESPONSIBILITIES OF SAID RIVERLAND PARCEL E < ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, WITHOUT RECOURSE C' TO THE CITY. THE CITY HAS THE RIGHT, BUT NOT THE OBLIGATION, TO MAINTAIN SAID c� EMERGENCY ACCESS EASEMENT. A C H '9 S EET 5 i q IN WITNESS WHEREOF, THE ABOVE NAMED LIMITED LIABILITY LIMITED PARTNERSHIP HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS GENERAL PARTNER, RIVERLAND V W � TRADITIONS CORPORATION A FLORIDA CORPORATION AND ITS CORPORATE SEA Z I S GA,TLIN ' L TO BE AFFIXED H � PARKWAY \ _ sRl VD. i a C — HERETO, THIS 2f DAY OF! w 2026. J , 1 SHEET 6 En wEnI t 5 COMMUNITY BLVD. SHEET 4 W I i0 RIVERLAND ASSOCIATES V, LLLP, A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP z - U l z Q �f l BY. RIVERLAND V CORPORATION, A FLORIDA CORPORATION, ITS GENERAL PARTNER <y 9 � a i c,3� BY: ��------ 0 \ ?.o �, m DISCOVERY WAY 1 DATE. _ 20 L p / \ RIVERLAND - RICHARD M. NORWALK, VICE PRESIDENT Cfl RIVERLAND o SW DISCOVERY SHEET 2 PARCEL C PARCEL A � / ;SHEET 3 � 5� WAY Y cn WITNESS. WITNESS. RIVERLAND RIVERLAND / _I PARCEL D PARCEL B Z 1/100, PRINT NAME: n ��•itiC .VAi1CSSG tAbLL^- `�'► PRINT NAME. KEY MAP E/W #3 N.-T.S. a SITEco J Z C 23 CANAL n LOCATION MAP �-- PSLUSD PROJECT #5269C — NOT T SH0248 P25. 100 1 OF 6 0 SCALE PLAT BK 139 PG 2 t r o THIII IL V E El L I 110EL E I--- ir P F LAND LYING IN SECTION 19 TOWNSHIP 37 SOUTH A PARCEL 0 , -FLORIDA - RANGE 39 EAST CITY OF PORT ST. LUCIE ST. LUCIE COUNTY FL , SHEET 2 OF 6 H 1 w o � � 1 N 00 10 54 E MATCH LINE (SEE SHEET 6) - 571.68 N 89°49'06" W I 136.00 i '0 179 0 • N 89°49'06" W MA T 0 �CH Ll 0 8 20 4 80 120 ,�•� Z N N 25 25 rX a_ w _ I Lo I 130.20' (SEE S X V) � I � I�� 6827 S.F. HEET 6) in U' cn\ uj 40 40 TRACT L26 , µ. 20 I `�� w \ N 89°49'06" W I I I o I o 20 287 L 1 t2'U.E.-R.A.-I No L.M.E. SCALE: 1" _ 40' L.M.E. 36 00 I I Q �n LE2' U.E.-R.A�-J6536 S.F.N 00° 10'54" E MITS o Ve » 238.9T LIMITS 178 O N 89 49 06 W W ^ RIVERLAND PARCEL E N � I NI a TRACT L21 M i I o o z OF PLAT � 130.2o H l . PLAT ONE 6827 S.F. F-- I WATER MANAGEMENT TRACT P o w tP.B. 138, PG. 1) I I 5.02 AC. W N 89°49'06" W o 288 N _ w . �\ M R=30.00 cn o, N O ♦ _ LEGEND Q 136.00 _ � o = 0 90 00 00 - Lo 6 1S.F. 37 01 22 r 57 S _ _ w _ Cflv _ L 47.12 I"" SET PERMANENT REFERENCE MONUMENT V !L 19.39 k. ® E oor- W rn �n " " ti ti ! w cn i d ,(N.R.) Q 5/8 IRON ROAD 18 IN LENGTH WITH 1.5 CAP o o lol iq` dI N �77 N 89 49 06 W 136.25 W w STAMPED PRM L.B. #7741 O w w, w o 7�O a Ln �n ,n ! = 66.59 - - - - 50.20 - - 19.46 N - MONUMENT o - � 6827 S.F. w " w ❑ FOUND PERMANENT REFERENCE N o ¢/ I I � `t -� -� ^--- --- N894906 W478.29 " " " J I f- - I _ ►n hi 5/8 IRON ROD 18 IN LENGTH WITH 1.5 CAP o / o 0 50.20 0.20 50.20 57.1057.10' 5 STAMPED PRM L.B. #7741 I , z o o O I I M- - • - PERMANENT CONTROL POINT �I 10 U.E. I o 0 o v? _ a m SET PER E 136.00 o co r, ti » z z z NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 In N N _ O FOUND PERMANENT CONTROL POINT t6) Iu �NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 N / i - I I _ LLl 10' U.E� �I I I DELTA ANGLE �n w w I I 6827 S.F. �- c. - ACRES ti R R A w w w w � ! ! ! I R I R B.E. BUFFER EASEMENT °" I I W� I 245 0 246 0- v o v- - o b o- C CHORD BEARING V W 1 o u.E. �--- N 89 49 06 w z 0 N O N 247 !n N 248 N N 250 251 N 252 Lo N B Q • �i e O O O O (�� O O O O O O p M Z(6 136.0o J 9331 S.F. 7135 S.F. o 0 0 .- o I-b o I - o CH -CHORD DISTANCE Q a, I I i I O O 6854 S.F. o M 6536 S.F. o "' 6536 S.F. C2 6536 S.F. o M 7434 S.F. o M 7434 S.F. o ':' CENTERLINE 0 I I < V 3 z z o o c� o 0 0 UNPLATTED a. �W I z z z z z z I I D.B. -DEED BOOK M I" _ 10 U.E. D.E. -DRAINAGE EASEMENT SECTION 19 I NI I�IF z Q v a w 175 �� d , D.S.E. -DRAINAGE SWALE EASEMENT TOWNSHIP 37 SOUTH, _1 m ti O R=25.00' � R=25.00' d �w CL20 D.E. I L -ARC LENGTH Q co ° "�=90°00'00" �' -EASEMENT w o 9043 S:F.-90 00 00. L! 0 10' 10' L.A.E. -LIMITED ACCESS RANGE 39 EAST J R-25.o0 � � ,, / e „ L=39.27 / L=39.27' �=90 00 00 N N L.E. -LANDSCAPE EASEMENT W _ 1 \ L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT L=39.27 - - - --i �----- �- _ / I 4:59 I_ 50.20 - 50.20_ 50.20 50.20' _ 50.20' 57.10' 57.10' L.M.E. LAKE MAINTENANCE EASEMENT N.R. - NOT RADIAL � N 89°49'06" W N 89049'06" W 111.00' N 89049'06" W 749.49' N.R.T.R. - NOT RADIAL TO REAR ' o 5.00 0 '/RISING SUN DRIVE ;n N.T.S. - NOT TO SCALE N N N N 89°49'06" W N 89°49'06„ W "' 161.00' 849.49' O.R.B. - OFFICIAL RECORD BOOK - - _ - / / O.E. -MAINTENANCE &ROOF OVERHANG EASEMENT 70.00' 70.00' N 89°49'06" W 1171.49' - - - P.B. - PLAT BOOK - Q n r, n „ in P.C.P. PERMANENT CONTROL POINT °» U, TRACT A N N TRACT A N N 89 49 06 W N e „ PGS. -PAGES 5.00, > , N 89 49 06 W 1171.49 _ __ P.O.B. -POINT OF BEGINNING 50.20 50.20 59.60 �59.60' i 50.20' 50.20' \ 5020� \ 50.20' 50.20' 62.10' 62.10' P.O.C. -POINT OF COMMENCEMENT --- '�- -'_ P.S.L.U.E. -PORT ST. LUCIE UTILITY EASEMENT d r T. P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER _ 15 D.E. w co R=25.00 I 20 D.E. I R RADIUS cD _ ° " U•! � - WAY 190 00 00 _ - R/W RIGHT-OF-WAY � _ LL7.5'L 39.2710' 10' S.F. - SQUARE FEET W 7 c" 5 - S.T.SURVEY TIE R W .-. T. d M Li w w - I W w W W W w w � W � R Z U.E. UTILITY EASEMENT - A N o � _ _ _ RAD RADIAL LINE a a a �t v v v �r d a _ Cn o io o o �n o �n o �n o o �n ,o in o �n o �n o �n o J H _ _ o N cy N N 241 N - N - N C� N N N N U.E. R.A. UTILITY EASEMENT RESTRICTED AREA L I o 0 0 242 o 0 240 0 2 0 238 0, 237 0 236 0 235 0 234 o w 0 0 0 244 e o 243 a ci O I o o I O o o O o o o a o o O I o o I O e o w P.C. - POINT OF CURVATURE o o 0 0 o 0 2 - N OF TANGENCY v o o 7 60 S.F. o 7760 S.F. 0 6536 S.F. 0 6536 S.F. 0 6536 S.F. 0 6536 S.F. 0 6536 S.F. o $085 S.F. 0 8085 S.F. o P.T. POINT ¢ 6536 S.F. 6536 S.F. 7 ,o - V cn I z z z z z z Z z z z z P.R.C. POINT OF REVERSE CURVATURE I I I I W _ _ 10 U.E. W P.N.R.I. POINT OF NON RADIAL INTERSECTION ,-- Q (n P.R.I.PRPOINT OF RADIAL INTERSECTION P.C.C. POINT OF COMPOUND CURVATURE 10 U.E. N 780000.00 - STATE PLANE COORDINATE VALUE I , lE 930000.00 , , • • I 50.20 50.20 59.60 59.60 50.20 50.20 50.20 50.20 50.20 62. 0 62.10' . W l i o I N 105732o.i 17 O N 89 49 06 W 1226.49 N N . � E 828359.273 J � W W I THIS INSTRUMENT WAS PREPARED BY - _ O PERRY C. WHITE P.S.M. 4213 STATE OF FLORIDA I LIMITS , 0 SAND & HILLS SURVEYING, INC. UNPLATTED I V) Z I� w - OF PLAT w � TRACT L22 6675 E. CALUMET CIRCLE SECTION 19, _ o� LAKE WORTH FLORIDA 33467 TOWNSHIP 37 SOUTH, o0 � N N RANGE 39 EAST I /� LB-7741 I I RIVERLAND PARCEL E - 20' V R AND ARCEL E - RI E L P L.M.E. PLAT ONE 40' 40' E PLAT ON tP.B._138, PG. 1) I (P.B. 138, PG. 1) I � - o RAT L22- I I TRACT a _ SHEET 5 J 1 m r )SHEET/6 Cn SHEET 4 ol i OT S SFEET 2 i N SHEET 3 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) KEY MAP i _ N.T.S. SCALE FACTOR - 0.99998023 - GRID BEARING PLAT BEARING I GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE/\ lool PSLUSD PROJECT #5269c SH0248 P25 100 SHEET 2 OF 6 PLAT BK 139 PG 3 NJ T-H I 11EVER L E A P R"gl r h 3 A PARCEL OF LAND LYING IN SECTION 19 .TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE ST. LUCIE COUNTY FLORIDA SHE ET 3 OF 6 MATCH AT LINE (SE - E SHEET • - 0 8 20 40 80 120 L1.! , Z� TRACT L21 I MATCH LINE - 773 451.05' N 10 U.E. i .,J WATER MANAGEMENT TRACT 260 (SEE SHEET 4) O » _ w / / = 20' NI ° " SCALE. 1 - 40 _ \! 5.02 AC. R 30.00 _ ° " 6582 S.F. `i 0 25' 25,' N 89 49 06 W (n=90°00'00" L.M.E.-19 38 18 -� '�' 136.00' W L=47.12' L=0.28(N.R.) b 0W1' N 89°49'06" W ' 55132.75[-lU.E. b •• o w 16.05' - -50.20'- - - - 66.50'- - cy 220 N N / 7coli -- --- - -- - - Io O o 10'U.E. 7- J °- - - rrC � 6827 S.F. � • N 89 49 06 W 478.29 / TI ( 2' U.E.-R.A. LEGEND: 50.20' 50.20' 50.20' S0.20' w I � �N Vi _ V N 89049'06" W o " ccoo Q co OD cn - SET PERMANENT REFERENCE MONUMENT N I 1136.00 p v 5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP ` a I 150' R/W fft STAMPED PRM L.B. #7741 ,n ti u � � � Q coo uJ > I ( wN Ld w o b Vti d N °? Q ,n ❑ - FOUND PERMANENT REFERENCE MONUMENT / N v v v O r- N ., " " r W w ,n ,n Q 0 0 5/8 IRON ROD 18 IN LENGTH WITH 1.5 CAP IN Lo o - - 6827 S.F. co w w W W w iV I N 1 �. O �. O 1 I w Ln .STAMPED PRM L.B. #7741 ` N 25�-- . ° = 1 p) _ / o o O o �o F- o • SET PERMANENT CONTROL POINT o o o a o v- 0 258 0 / o o o N 89°49'06" W d ,. 253 _ N 254 _ N 255 _ . _ 256 _ • n O •� I - (�- NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 o O 0 O oo N N 257 0 o 9849 S.F. I z �/z z "' ^ O o o ,- o a o 0 7536 S.F. o 136.00 •- I Lc) O - FOUND PERMANENT CONTROL POINT ° t2 M ° M 7008 S.F. z " o � 6536 S.F. o � 6536 S.F. o � 6536 S.F. � 6536 S.F. o r- z o � 0 0 o g o NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 1 1 i I.1 o w �- z z z z o Q I A D z � � z I DELTA ANGLE 2 U.E. R.A. Lo J co , W AC. -ACRES o Q 1 222 _ o (n p o (n 0 B.E. -BUFFER EASEMENT w O Q .- m � / I _ / W R-25.00 _ � 0 cL �r � d- Q CB -CHORD BEARING • R 25.00 9399 S.F. � 1° � Q o L\ 90 00 00 A=90 00 00 .. CH -CHORD DISTANCE D � o LL! o ao CE , � _ s / _ N L 39.27 L-39.27 z C� W N _ � CENTERLINE r- W L7 D.B. DEED BOOK 00 �- - o J 50.20 50.20 50.20 50.20 50.20' 50:20' J D.E. -DRAINAGE EASEMENT O 00 D.S.E. DRAINAGE SWALE EASEMENT N 89 49 06 W 749.49 ° - - - Lli d 0 / m CV _ N 89 49 06 W 111.00 L ARC LENGTH u� o tl. N � o V m V 0 _ _ C� L.A.E. LIMITED ACCESS EASEMENT N d.. -co Q � � V Q 8 9. M L.E. LANDSCAPE EASEMENT 4 49 N ti EMENT 161. 00 r� Q �^ ° ,. - ,- - -- - _ •_ cv _.� (1)0- tG L.M.A.E. -LAKE MAINTENANCE ACCESS EASEMENT N 89 49 06 W 1171.49 _ F- �...�co (n M ,n � �- � L.M.E. -LAKE MAINTENANCE EASEMENT N TRACT nAn in M a oo V Z d I N.R. - NOT RADIAL C RISING SUN DRIVE N TRACT A w g m � _ z Z � o N.R.T.R. NOT RADIAL TO REAR N 89°49'06" W 117-1.49' / N T. w w Ld Q n- - - -, - _ - - , - - - . I (n W N.T.S. - NOT TO SCALE 50.20 50.20 50.20 50.20 50.20 50.20 50. - - - - - , - - 1 Q > V -� 20 9. O.R. . 5 60 V B OFF - ICIAL RECORD - C BOOK - 59. 60 - 5 0.20 - 55. w - � 89 Q - - - - - - -� - - -- � / w � z � Z O.E. -MAINTENANCE &ROOF OVERHANG EASEMENT w(n_ QW _ w \ \ I cn co Q P.B. PLAT BOOK w j CL 15 D.E. I / N w o.� H P.C.P. - PERMANENT CONTROL POINT j C� .- U cn z _ o Q V co z PGS. - PAGES 7.5 N F-,n I. 0 v ti N Q (ii _ P.O.B. -POINT OF BEGINNING Z N �7:5 � Q ..- 0 U) P.O.C. P w w w W w w w - •- a DINT OF COMMENCEMENT 1--1 W w w w F- I P.S.L.U.E - PORT ST. CIE T ..� f-- _ _ _ _ I= I _ _ LU UTILITY EASEMENT W Ln o 0 o o - �t �t _ It - ct - P.S.M. - PROFESSIONAL �n o � .- /ESSION L SURVEYOR AND MAPPER = i o 0 233 o 0 232 0 0 231 0 0 230 0 0 229 o N 228 0 0 227 o N 226 o N o' N '-�' N I LIMITS R RADIUS ° ° o o o O (� I 225 224 0 223 0 o O o OF PLAT R/W - RIGHT-OF-WAY V (n o0 6536 S.F. 0 6536 S.F. oo '^' 6536 S.F. o '^' 6536 S.F. o 'r' 6536 S.F. o '^' 6536 S.F. o '�' 6536 S.F. o `^' o '=' o '^' o ':' _ 0 7760 S.F. o / / S.F. SQUARE FEET 7760 S.F.�o 6536 S.F. 0 7277 S:F. W z z z z z z z z .� ti 10, U.E.3 Q W � z I z z � .. S.T. -SURVEY TIE (v o: co U.E. UTILITY EASEMENT y I/ a� 1 55 RAD -RADIAL LINE U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA / z� tL N _ P.C. POINT OF CURVATURE I I N 1057316.228 00 P.T. - POINT OF TANGENCY E 829585.735 z'r' P.R.C. - POINT OF REVERSE CURVATURE - NON - RADIAL 50.20 50.20 50.20 50.20 50.20 50.20' 59.60' 59.60' 50.20' 55.89' 55.00' m P.N.R.1. POINT OF NON RADIAL INTERSECTION _LL-4i �- P.R.I. - POINT OF RADIAL INTERSECTION o »� w cn oN 89 49 06W 1226.49 o a P.C.C. -POINT OF COMPOUND CURVATURE N ? W J 150 R/W N 780000.00 ( E 930000.00 - STATE PLANE COORDINATE VALUE r� LIMITS I a cn 1 OF PLAT 1 20 THIS INSTR UMENT WAS PREPARED BY ` - - W PERRY C. WHITE P.S.M. 4213 STATE OF RIVERLAND PARCEL E FLORIDA _ < co i _ QI RIVERLAND PARCEL E PLAT ONE SAND &HILLS SURVEYING, INC. (P.B. 138, PG. 1) z a 6675 E. CALUMET CIRCLE PLAT 0 ( - NE - � N �o (P.B.138, PG.1) LAKE WORTH, FLORIDA 33467 l LB- 774 Jm 1 TRA cn 0 CT L22 1 w.. 3 TRACT "L22" T - 1 wz H 10 U.E. c� Dw J Q cn w W 0Z a . o SHEET 5 N I r > m Q SHEET 6' / c / SHEET 4 5 w 0 i z _ a NOTES: SHEET 2 SFEET 3 COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 99 (1 0 ADJUSTMENT) ZONE = FLORIDA EAST ZONE LINEAR UNIT = FEET U.S. SURVEY F T E COORDINATE SYSTEM = 198 . 3 STATE PLANE TRANSVERSE MERCATOR PROJECTION ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED) KEY MAP_ SCALE FACTOR 0.99998023 N.T.S. _PAT L BEARING GRID BEARING GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE PS USD PROJECT #5269C SH0248 P25- 100 SHEET 3 OF 6 PLAT BK 139 PG 4 ERLr D L� A A PARCEL OF LAND LYING IN SECTION 19, TOWNSHIP 37 SOUTH, p E RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA SHEET- OF 6 0 8 20 40 80 120 MATCH LINE SCALE. 1 — 40 i (SEE SHEET 5) N 89049'06" W 136.00' G � � N 89 49 06 W Im � A=15920°58'" — I - _ 131.00, 0 211 I LEGEND: lSF' S9 0 o (_ I 25' I 25' ( I 6827 S.F. 'n 10 U.E. I ® -SET PERMANENT REFERENCE MONUMENT 0 268 0' 5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP o o o e TAMPED PRML.B. #7741 � 20 � I � I N 69 49 06 w LIMITS s � - 6576 S.F. �' L _ / N ❑ FOUND PERMANENT REFERENCE MONUMENT L.M.E: 136.00 IRON ROD 18 IN LENGTH WITH 1.5 CAP N 89e 49. 06„ OF PLAT 5/8 W W I a V M STAMPED PR L .B. #7741 131.00' • -SET PERMANENT CONTROL POINT _ � ( I J I IoI O o R=1163.00 /ZjL v r I I NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 = e " � _ _ 6827 S.F. , ,L16 06 55 0 0 \� 150 R/W 0 - FOUND PERMANENT CONTROL POINT 267 = N N L 327.11 O I I AMP PCPL.B. #7741 NAIL WITH 1.25 DISK STAMPED C L • � 6576 S.F. ��' N 89°49'06" W I - � A -DELTA ANGLE - I I 136.00 AC. - ACRES I N 89049'06" W B.E. - BUFFER EASEMENT / o 0 55' CB - CHORD BEARING 131.00 a/ I I NLi213 N I 0 U.E. O .— CH CHORD DISTANCE Q N I N n827 S.F.SI W � CENTERLINE o 266 oI 101 D.B. DEED BOOK La o / o N $9°49'06" W Q � D.E. -DRAINAGE EASEMENT � 6576 S.F. 10U.E. - Q / .. _ Q D.S.E. - DRAINAGE SWALE EASEMENT 136.00 I l to Q. > L -.ARC LENGTH N 89 49 06 W W L.A.E. LIMITED ACCESS EASEMENT - - � O� W LI E C I_ ,I w o I _ 131.00' o o ' r- 00 .J L.E. LANDSCAPE EASEMENT 214 0 O Il, J N D L.M.A.E. _LAKE MAINTENANCE ACCESS EASEMENT N ►n 0 _ Ln in m L.M.E. LAKE MAINTENANCE EASEMENT 7222 S.F. 00 W c� O 3 W co m ` N o _ _ _ C� _ V d m m N.R. NOT RADIAL 265 _ o ,o � 20 co co co co co t7 O - .. _ � N.R.T.R. NOT RADIAL TO REAR co ao co ll � ' / \ Q c� V r, I I 0 1- ° , „ Q L.M.E. �n � ,n N 9�49.06 W / / 'n I N Q M N.T.S.. -NOT TO SCALE 7153 S.F. - ti � o � � � �— r-. J co ti co r / 0 0.. m t0O.R.B.- A R BOOK c3� 136.00 r � (1� M OOFFICIAL RECORD 0 W r w w w H m (ii — � I I � �I� A I � O.E. MAINTENANCE &ROOF OVERHANG EASEMENT Z N 89 49 06 W v� w b m P.B. - PLAT BOOK _ , Z � p , in 131.00' o o 0 o R O m a P.C.P. PERMANENT CONTROL POINT —.� �-- -� — — — b 2 .- ( 215 W Q o ° e .. W _ W �, � M_ O _ I o mom� o 0 0� � o V _I PGS. PAGES W TRACT L21 o o 0 0 c� v o 7222 S.F. e Z P.O.B. -POINT OF BEGINNING _ - - o Z N O - V v� WATER MANAGEMENT TRACT w o I o I Z z z. I P.O.C. POINT of COMMENCEMENT 264 � �. .0 I � Q W R O , 9 , „ z O Q P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT W 5.02 AC. � v � N 89�49 06 W \ (/� � W �n 7153 S.F. (`�' I I 1-,n Z P.S.M. PROFESSIONAL SURVEYOR AND MAPPER 136.00 V ti I �� Z; �- Q r _ R - RADIUS o / 0 II I( II n( I (%) R/W -RIGHT-OF-WAYo N 89e49 06" W 2 U.E.-R.A. z o o S.F. - SQUARE FEET 131.00 216 N. 0 0 S.T. -SURVEY TIE 6827 S.F. to U.E. - UTILITY EASEMENT EN T b - RAD - RADIAL LINE . 263 � N O N " o I I I ( I N $9e 49, 06 W I U.E.-R.A. -UTILITY EASEMENT -RESTRICTED AREA U-) 6576 S.F. o : 136.00' / P.C. -POINT OF CURVATURE 2' U.E.-R.A. Q 3 P.T. - POINT OF TANGENCY N 89e9, 406" W I P.R.C. - POINT OF REVERSE CURVATURE ~ N 217 b a 00 P.N.R.I. - POINT OF NON -RADIAL INTERSECTION 131.00 V I • I �! cn' P.R.I. - POINT OF RADIAL INTERSECTION Q o o I I I I I . (5 6827 S.F. z I P.C.C. - POINT OF COMPOUND CURVATURE URE o / N 00 N 780000.00 N 2O N om �� 0 o er" E 930000.00 - STATE PLANE COORDINATE VALUE Lo 20, 6576 S.F. ( ) 136.00 55' -f_ cl; z L.M.E. e " \ in p w N N 89 49 06 W _ J oo IoI 218 0`' w� 131 .00 N N I Z O O J /m 1!) IL) i 68 7 S F. 2 o LoI 25 I 25 ( I I o THIS INSTRUMENT WAS PREPARED BY N 261 N ,a " �, w 0 o N s9 9 06 w o PERRY C. WHITE P.S.M. 4213 STATE OF FLORIDA 6576 S.F. I ►n I a I > > • 136.00 H ,n -+- 10' U.E V SAND & HILLS SURVEYING, INC. E I 6675 E. CALUMET CIRCLE MATCH LIN 131.00' N� 219 '6827 S.F. N (SEE ( o 0 15o R/w SHEET 3) LAKE WORTH, FLORIDA 33467 I I o " I N $9 49 06 W LB-7741 I 136.00' MATCH LINE (SEE SHEET 3) SHEET 5 a SHEET 6 c~n � SKEET 4 S � z � a - to NOTES:LLi iTF SHEET 2 /SHEET 3,i _ / i 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) _/zt , SCALE FACTOR 0.99998023 N.T.S. G = GRID B PLAT BEARIN ARING I E GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE \ PSLUSD PROJECT #5269c SH0248 P25 100 SHEET 4 OF 6 i D ; 009 RCEL A PARCEL OF LAND LYING N 9 OWNSHIP 37 SOUTH I I SECTION 1 , T RANGE 39 EAST, Y F COUNT FLORIDA L T 14 I AS , CITY 0 PORT ST. LUCIE, ST. LUCLE Y, SHEET 5 OF 6 R/W 0 8 20 40 80 120 rn 15G r RIVERLAND PARCEL E PLAT ONE (P.B. 138, PG. 1) \ SCALE. 1 - 40 v � 0 U n a P.O.B. Y nG O " ff 4 cn SOUTHEAST CORNER OF TRACT OS13 - M Z'° RIVERLAND PARCEL E - PLAT ONE LEGEND: (P.B. 138, PG. 1) SET PERMANENT o ' » ,P -R N 76 23 02 E ® REFERENCE MONUMENT � 5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP ff TRACT L38ff 85.00 P.R.I. STAMPED PRM L.B. #7741 � c+' � FOUND PERMANENT REFERENCE MONUMENT v N N 1058614.602 N 1058634.612 0 5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP BASIS OF BEARINGS, SOUTH LINE OF TRACT "L38" -+ E 829451.614 E 829534.224 STAMPED PRM L.B. #7741 N 69 22 2 w m • -SET PERMANENT CONTROL POINT / . o NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 �229.41 �o, N - on - N 6 Z O FOUND PERMANENT CONTROL POINT < NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 t^ A5 �° * �' N R,18 NO v E• � Is;, -DELTA ANGLE 20 ,G 3 , 10AC. ACRES T P � L LIMITS B.E. - BUFFER EASEMENT , CB - CHORD BEARING 0 D 6 OF PLAT A r� 5 H u C CHORD DISTANCE R 1156.00N 1058533.775 � ° o s » E 829236.920 2 N rL - CENTERLINE A 1 O O 'I 7 % i' N' N Z D.B. - DEED BOOK P.T. c�A 6G o° 2O5 .a n N w D.E. -DRAINAGE EASEMENT L 205.22 2 7493 S.F. y D.S.E. - DRAINAGE SWALE EASEMENT N 204 0 c� {' N L - ARC LENGTH RIVERLAND PARCEL E / �, o = '� L.A.E. - LIMITED ACCESS EASEMENT < �'o. D o \ -? 6576 S.F. �� Cf) L.E. LANDSCAPE EASEMENT PLAT ONE LIMITS S a N° N\ 203 ovo. �I L.M.A.E -LAKE MAINTENANCE ACCESS EASEMENT \°Ojz Hz (P.B. 138, PG. 1) s 6: �, 0 L.M.E. LAKE MAINTENANCE EASEMENT OF PLAT /' .a o , .� 7153 S.F. ' 0 N.R. NOT RADIAL < iJ r03. 202 \ o cp 6' N.R.T.R. - NOT RADIAL TO REAR s Q - �A$j 20 P.S.L.U.E. z Z N.T.S. - NOT TO SCALE s s V1 (� !L\ Ns e I , r .� s 7153 S.F. \ + QE /- / o N 81 47 26 E rn O.R.B. - OFFICIAL RECORD BOOK Q= 2 201 0 �5 52.61' C� rn , ..: � O.E. -MAINTENANCE &ROOF OVERHANG EASEMENT TRACT " 38ff N 1058444.849 �� Ne �`'� 5, / 5/ N� b' Q 'l7 0 N P.B. -PLAT BOOK C L E 829052.275 ss Qs f �, 6837 S.F. \ \ / 't • /� N 0 -p H bD P.C.P. PERMANENT CONTROL POINT P.C. •� s © s �,, /,- 2'( a a �r o .r C W "O (n Z 2O0 O .a 0 ? P o - O W -4 PGS. - PAGES o � » 0� s \• 5 ,/ PG l o � r D P.O.B. POINT OF BEGINNING N 59 1155 E �° 6894 S.F. a 6950 A2 // s\ -� C P.O.C. - POINT OF COMMENCEMENT r' O s Q o y /O E 65. \ /�� (j7 P.S.L.U.E. PORT ST. LUCIE UTILITY EASEMENT 183 22 199 o A 6 /,,z , t� , D � rn / 2 O o o. 5 ° 2 �.Q` 5 �' 20 P.S,L.U.E. N O • 2d .a �, Gw�,ry, s II c O N r" P.S.M. -PROFESSIONAL SURVEYOR AND MAPPER 5 �° 6894 S.F. < U� f� / N \, N 69 22 12 E ..+ C coR RADIUS r c� �� ° / S e 2 N2 / Q / r o- r R/W - RIGHT-OF-WAY Q _ N rn G o rn S.F. SQUARE FEET I� 0 'jo. < _ S.T. SURVEY TIE 6849 c S.F. 25 / -� �' D U.E. UTILITY EASEMENT c� Q � 6 5� • I o s i g 1 70 RAD -RADIAL LINE z\ R=25.00' n N 1058351.029 / <" o s �= �? „ �. N.551rn U.E.-R.A. -UTILITY EASEMENT -RESTRICTED AREA 197 0. - v� / ,�� 2 0=80°18'25" �0 N E 828894.900 2 O < 0 5 206 .... P.C. - POINT OF CURVATURE „ �� , P.T. -POINT OF TANGENCY 6576 S.F. � w, Q� �, / D , �'( 29 10, U E. 12165 S.F. - r P.R.C. - POINT OF REVERSE CURVATURE R=851.00' P.T. o �= o° •,° ,�� I - 0o s, � � 025 ��°i GN- ,(-( / /---- ' �=2•44'40" �� P.N.R.I. -POINT OF NON RADIAL INTERSECTION o » 2 196 / ,� , D * s \ P.R.I. -POINT OF RADIAL INTERSECTION 0 16 5815 "� o° o O 3 R=25.00, L-_49.10 d� 6576 S.F. O. 't ,3 e ""(N•RT,RJ" / I I P.C.C. -POINT OF COMPOUND CURVATURE \ i Q G 00� •'� •3A O L�=100 48 07 1 ' • 8 26 E u F- p L=252 07 s \ ` u' dL .� .56 ° 5 6 9 N 81 4. o N 780000.00 • V, o os= / R i Gg� �,0 ° / p _%%N L-43.98' 140.81, D coo it oo E 930000.00 -STATE PLANE COORDINATE VALUE <��� 195 0 �o/ °,�r/ u' 2� 2 O 10' UE io " u cn n'r"'' '� �0 748o S.F. /°/ .�'��' �' 1 0 o '� �+ m o „� I ©_2 45 54 cn o D -� I 272 o -.i z o ;o 0o L=49.46' 7364 S.F. 9 a i �) o �' - ) II 10 U.E. �3 v 12528 S.F. o o e l (N.R.T.R. -'-I ck, /�1 �; ► -w o w, b N 84•34'20" E THIS INSTRUMENT WAS PREPARED BY cAe 7898 S.F. _ .p w / � , I I j I 38.17' A PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA <1 399/ �- 5 L.E. i, 70 m w 0 1 r D o ----V D.S.E. (N.R.) D �, N n, r m SAND & HILLS SURVEYING, INC. °��� gyp` / G I N 89049'06" W I o C� 1 . I v, ry I O `� s� �� G� a32 / G N I t46.96' _ z o °= A=2°45'S4 0 --N r I 6675 E. CALUMET CIRCLE 6, �(cRP' „ E1 Sri I I I D N s r L-49.46' 7246 S.F. w w z LAKE WORTH FLORIDA 33467 Q= 01. I w swlr I m , •� /'(/ 9 ^ o I 271 A=2°57'21" w ° rn n, _ \c00 p .. w N O r �„ w co (N.R.T. R.)" -� ,�, _,, _ I L=50.30 e LB-7741 I-oll°° z Lo � 7465 S.F. . N 87 2014E � o �,z D s p (N.R.) I p D _ R=1007.00 D Q2 p 10293 S.F. o N 89 49 06 W 2 U.E. u" �� A=16°06'55" L=283.23' �- /� / cr+ o� 2O9 cn • -• 5 Z 150.03 = °45'54" O m -p s CB=N 67° 15'22" E 00 * � N �' I 2' U.E.-R.A. I I � 2 ro I 32• , 5 s_ Y I L-49.46' 7185 S.F. o. CH=282.30 % ��O 6� , I .A r .� °. O 2 o I I ILn - 270 I N 1058174.154 �.2 / 6, 2 0° o o I O L 34.27 ° E 829588.455 6' �' 8491 S.F. ,r, ,,� in N 89 53 52 W a? ° 7555 S.F. C� \ i 0 ! 136.00 1 / �� o o co a 15.94 P.T. <� �° �O o- U+ I I " w w -0 04 46 A=0°01 19 Q � O d N 89 49 06 W Q s 275 _ _ � , - - - L=1.42 L-0.72 - u' 2 +n +n co co �n 1� 6150.63 _ _ 210 N 00 10 34 E in SHEET 5 co I co N 00 ti ,9 lJ O _ , 7480 S.F. I Ln : O oS 857 �5 ) �! 150 R/W �\ .- I o o o to O v- 6837 S.F. d o s� dL - o O ~ oco 0 2 A-59 22 58 N Z O Z z I > 2 276 L=41.46' o N 89 49 06 W rm R=4o.o0' 7073 S.F. I i I � A=12 °58, 9" 136.00 1 f- 0 7798 S.F. �2 0 5 0.53 SHEET 6 cn L=84.46' N 89°49'06" W o » o .-�- ---• S 00 10 54 W SHEET 4 MATCH LINE � i v� �'c • •,��h �� �� " 131.00 (SEE SHEET ) ' / Z ���6� �� ( N 00 10 54 E S 4 857.95 a s Q G, .00 451.05 �5 - SHEET 2 SHEET 3 0 r. l l i i � :Z A=16006'55" COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 (1990 ADJUSTMENT) ' L=327.11 ZONE = FLORIDA EAST ZONE LINEAR U(VIT = U.S. SURVEY FEET COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION N.T.S. ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED) SCALE FACTOR = 0.99998023 I, PLAT BEARING = GRID BEARING GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE PSLUSD PROJECT #5269C - SH0248 P25 100 SHEET. 5 OF 6 PLAT BK 139 PG i i E i3 n Pn IL .: ': is w::. � .. ... s : fi .P .,. ..... •. ..• -.,. : E .^.:::. .'.:.:. -i"_: ...,..:.. ... .. .:.. ... ;`. � .` EE A PARC EL OF LAND LYING N I .SECTION 19, TOWNSHIP 37 SOUTH, . , RANGE 39 AST CITY OF PORT. ST. LUCIEo ST. LUCIE COUNTY FLORIDA , SHEET 6 OF 6 • RIVERLAND PARCEL E PLAT N L ONE (P 3 .B. 1 8, PG. 1) - 0 8 20 40 80 120 TRACT L38 R=851.00 u , A 16 5815 L=252.07' SCALE: 1 40' RIVERLAND PARCEL E - PLAT ONE LIMITS (P.B. 138, PG! 1) OF PLAT No C VA sN o r? -� LEGEND: ,< \-, N� �, N 1058255.668 ° cn TRACT L38 O N ® - SET PERMANENT REFERENCE MONUMENT U.E E 828662.570 o 0 10 o N < y� „ „ „ O �� � L o � 5/8 IRON ROAD 18 IN LENGTH WITH 1.5 CAP o f l (N.R.) P cs� 2 0. i N I ` . /' e\ a 193 STAMPED PRM L.B. #7741 o � o >, » P.C. < ,� N O � 20 1 O 1 O E �-�� � o_ N - FOUND PERMANENT REFERENCE MONUMENT RIVERLAND PARCEL E - o a N 7077 S.F.sF L.M• D I I - .E• � -'� � !' W cs� � 5/8 IRON ROD 18 IN LENGTH WITH 1.5 CAP .� _,_.M 325.990 e o 0 u- ��/ A1.9 v, Z 192 p u� STAMPED PRM L.B. #7741 PLAT ONE w �o N - 3 \ o N O I W O ! (P.B. 138, PG. 1) ° c / 1 u ° SET PERMANENT CONTROL POINT 4 6 rn N rnN 7077 S.F. NG s..a Nr u? ' NAIL WITH 1.25„ DISK STAMPED PCP L.B. #7741 O FOUND PERMANENT CONTROL POINTo cr I _ 5? �7 / NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 rn 9A �,, o 'rz \\ N'9 TRACT L14 �. z 7077 S.F. < r- r N ` u ° fn - DELTA ANGLE N 10581TT.7.42 0 ! 19� o � cs � � I � CA -a 11 _ O o NON AC. ACRES II m E 3 3 �^ ! ° s 828 46 0 9 u� C� p W Q N - Z D B.E. BUFFER EASEMENT ! 707 S.F. �. �? � s E E T 7 \\ s � y N p125 189 0 < cry �` / ...�e!O ' ' 2 � CB CHORD BEARING N NN- CH CHORD DISTANC- Ek o 7170 S.F. cr m_ .p - o cA CENTERLINE is 0 6O it a\J D.E. DRAINAGE ASEMENTW P.N.R.I. 7232 S.F. 5 D.B. DEED BOOK ?� S 83 47 39 W oy1 D.S.E. -DRAINAGE SWALE EASEMENT (RADIAL) �° 2 9645 S.F. _ o 5 0 p 0 5 3 ° D r 2 .06 2 L - ARC LENGTH n u o. � 5 ,ga 6 o n D 'f ,` - 6 ,2 1 II 1 R / _ 186 s \\ .�-• N -c A / \- 5 G L A.E. LIMITED ACCESS EASEMENT W ti \ ° 0 9 �ti �� N W � -•(,0 +22 ,2 r? <� Ne L.E. LANDSCAPE EASEMENT o _ oe V �c i 0 ° 5 � �. m 1 10681 S.F.Sa 1 Q - \ G < cP W �, 6p Fti �.16 55 Q L E. LAKE MAINTENANCE ACCESS EASEMENT o a 3e Q cra G 6 Q Q L.M.E. LAKE MAINTENANCE EASEMENT 10 U.E. n ..,I � 2 ��� ON u; � 4 LP` _ <' LIMITS 3 �y N. 34 / 829 D a cP, N.R. - NOT RADIAL r I a ��� ° 019. s �' /� 0�85 32. / Q �� or? N.R.T.R. - NOT RADIAL TO REAR OF PLAT 76'e N 75 ,, p r' u' R o N.T.S. NOT TO SCALE N cn cn Sl 6: u'. / , 82 g4 s, x, 2 Z77 0. `r`' I tv co o? 185 , " 00 /, p E �( -. _ r, O O.R.B. - OFFICIAL RECORD BOOK I `s is 5 • ° 1a 5.i 1 \\ Ne is - O 3° 5 G O.E.0 7 E& R OF RHA r 0 OVERHANG EASEMENT 1 2 A _ o � �e21 N. �R , � A �� 6892 S.F. Q _ 12 440 S.F. '( 1 P.B. PAT BOOK o `� D �.53'A'� <� �? Qa� 2 0o p6': P.C.P. - PERMANENT CONTROL POINT " E 62 �� Q Q N 278 vp� PGS. - PAGES N <l. R 25.00 i ° 5 50 _ o O �z I 75 P.O.B. - POINT OF BEGINNING I r D 63°39R1 <� S°39, , ��� 36°26'56" ,(p N i 6 �� 6' r � G % i. N 6892 S.F. sue$ R-2570 00 " � 9 4? 23'• o° L-15.90 �o•� � �`� _ o P.O.C. -POINT OF COMMENCEMENT m e 63 �/ 81' / ti O N N � 279 p Wa •,.� p = O >, » co cn �8' �o•e4i '►� ,,'� O i ► P.S.L.U.E - PORT ST. LUCIE UTILITY EASEMENT 0 6 2315 ° o W- < N _ c�, ti 9 0 Z �, 6892 S.F. \� P.S.M. PROFESSIONAL SURVEYOR AND MAPPER _ o cn h�O �� 6''�' ,o ! Z80 0 R - RADIUS L 286.50 < �O l .� O� o !s 4 J eo1 c�' `i ass p s R/W - RIGHT-OF-WAY 184 4, ' = � h r� o o o ? +/6892 S.F. < \�, UNPLATTEDae R 25.00 ,� ti ,h / / ,�.�� Q 281 o N \s - < S.T.- SURVEY A 10 U.E. 41' 0=36 26 56 ,h 1 �, _ Q S.F. - SQUARE FEET 9819 S.F. �.2 4 e „ v o W Q o' o _ S EY TIE SECTION 19, O „ 'sr' 83 L=15.90' ,o°` h .�°. 6849 S.F. U.E. UTILITY EASEMENT N 87 27 19 E 2 282 00 0 , oo /���, � � �� RAD -RADIAL LINE TOWNSHIP 37 SOUTH, - ,'�� I M e cr p '(. U.E.-R.A. -UTILITY EASEMENT -RESTRICTED AREA 70.13 N �NR J h ��' cod ��' w?� 9351 S.F. p, „ L�32 RANGE 39 EAST 7 46, a-3°4 ¢� ii v' Q '� r \\ 5 P.C. - POINT OF CURVATURE 5? W E- 5 4p„ c� Cl ii s�, \\ Ne 5 e06 5 P.T. - POINT OF TANGENCY 145 , 11.4g, Dv of N .16 ?6 P.R.C. -POINT OF REVERSE CURVATURE P.N.R.I. POINT OF NON -RADIAL INTERSECTION w I M o 0 n G \% a, ,1 6 P.R.I. - POINT OF RADIALINTERSECTION o . � R N ' / 283 / -� c� = e N / to - P.C.C. -POINT OF COMPOUND CURVATURE W � �r 183 0 12 0 .. . O -� , � � I r„ 209 �, � � � n L 36.7 �n d v:.p /N 780000.00 _J -� 85 6S.F. 14926 S.F. ,/ - STATE PLANE COORDINATE VALUE d 2 S a n ' g2 r N E 930000.00 W w _ c n 33 t o_ V W Q 4 3g c� (N.R.) 9.78, . 3T. V Q 2 N 89 49 06 g W S > a t7 N ; I 136.33 _ N 75 18 50 E , I'- (N.R.) N � I 40.69 0 o , „ I I to 'e „ I I Q _ N $9 49 06 W z �-0 55 06 w - _ � , ►v 1057891.787- R 50.0o THIS INSTRUMENT WAS PREPARED BY J _ D182 oI L 41.19 0 132.19 _e,„ Q m _ Q. E 828361.086 ., � 75 07 56 PERRY C. J 7770 S.F. o � w A-16°12'50" L=65.57' WHITE P S.M. 4213, STATE OF FLORIDA P.C. "' o 4 Q L-14.15' SAND & HILLS SURVEYING INC. w 15.9 t c N t1 284 .I O _ o o� - �- 6675 E. CALUMET CIRCLE H Q N 89°49'06" W Vo w v d `n o 0 6545 S.F. N lcoo�oo ( 136.00 I I 'o 20 LAKE WORTH, FLORIDA 33467 < F a -- J w I Q N 89°49'06" W 130.20' L.M.E. ! W ?� w = w = W 9 z LB-7741 m [Y ,� - v 3 P o • �! ^ O - � w _ V �n o TRACT OS2 o 0-0)' V (D `° o 0 0 0 Q o 0 0.06 AC o » �� 181 N N TRACT L21 ��"W o , ti, lobo ° <uj w w w N..� "' oo oo o N 89°49'06" W 130.20• - WATER MANAGEMENT TRACT ZOO _ _ 7766 S.F. ti N� n n I „ I �Z Z zI_I 5.02AC. , J o o U) N 89 49 06 W 0 285 o N e e 136.00' I oN I ---10 U.E. oN' w S o I � 6536 S.F. to _ - Z a 2' U.E.-R.A. Lo Of o 'I I t- N O18� I N II 25, 25 II II N 89°49'06" W TRACT L26 o' o10'u.E. 10 U.E:-- 6827 S.F. 130.20' °o 10, U.E.► -•--2' U.E -zR.A. SHEET 5 N 89°49'06" W 286 • INb ( 0 O N , 136.00' o 0 20 RIVERLAND PARCEL E - N 00° 10'54" E 6536 S.F. L.M.E. MATCH LINE PLAT ONE 571.68 (SEE SHEET 2) N 89 49 06 w isHEE1; 6 - (P.B. 138, PG. 1) 130.20' ' • 5 SHEET 4 I. t MATCH LINE _ _ (SEE SHEET 2) II / SHEET 2 IJ,41SIHEET-3 NOTES: i 1 COORDINATES SHOWN ARE GRID COORDINA = TES: DATUM NAD 83 (1990 ADJUSTMENT) ZONE = FLORIDA EAST ZONE N .LIEAR UNIT = U.S. SURVEY FEET KEY MAP COORDINATE SYSTEM E 1983 8 STATE E PLANE TRANSVERSE MERCATOR PROJECTION N.T.S. ALL DISTANCES ARE GROUND (UNLESS U LESS OTHERWISE NOTED) - SCALE FACTOR = 0.99998023 PLAT BEARING = AR / BE GRID BEARING PSL S P � �' GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE U D PROJECT #5269C - SH0248 P25 100 SHEET 6 OF 6 _-1r ,