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HomeMy WebLinkAbout126 1-16 Riverland Parcel D - Plat SixCFN # 5383157 PLAT BOOK 126 PAGE 1, Recorded 09/06/2024 12:58:06 PM SAINT LUCIE COUNTY Deputy Clerk TREJOA 2A; Tce> E IL a :RC -, D SUA IP161 `L I INSTR # 5383157 AND 20 TOWNSHIP 37 SOUTH 1-16 BEING A A .PARCEL OF LAND LYING IN SECTIONS 19 A , f I P BK 126 Pages 8:06 PMf1 RECORDED I ORDED 09106/202412.5 SAINT LUCIE COUNTY LUCIE COUNTY FLORIDA RANGE 39 EAST, CITY. OF PORT ST. -LUCIE, ST. L , , - , � DEPUTY CLERK TREJOA SHEET F 16 HET 1 0 ,. 0 do DEDICATION LEGAL DESCRIPTION. CERTIFICATION OF OWNERSHIP EDICA N CONTINUED RANGE 6 THE CITY OF PORT ST. LUCIE UTILITY EASEMENTS P.S.L.U.E. AS SHOWN HEREON ACKNOWLEDGMENT V& OF CITY COUNCIL , r BEING A PARCEL OF LAND LYING WITHIN SECTIONS 19 AND 20, TOWNSHIP 37 SOUTH, ) ( ) R STATE OF FLORIDA 39 EAST CITY 0� PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA AND BEING MORE ARE HEREBY DEDICATED TO THE CITY OF PORT. ST. LUCIE CITY ITS SUCCESSORS ' (-CITY-), STATE OF FLORIDA PARTICULARLY DESCRIBED AS FOLLOWS. AGENTS, EMPLOYEES, .CONTRACTORS, DESIGNEES AND ASSIGNS, A GENERAL COUNTY OF BROWARD COUNTY OF ST. LUCIE INGRESS EGRESS EASEMENT OVER AND ACROSS ITS DRIVEWAYS PARKING COMMON OR T FIVE, AS RECORDED IN OF RIVERLAND PARCEL D PLAT IN HE SOUTHWEST CORNER R BEG AT T � OPEN AREAS FOR ACCESS T0, .OPERATION, MODIFICATIONS, INSTALLATION OF OR P - X A BEFORE ME, BY MEANS OF Q� PHYSICAL PRESENCE OR ONLINE NOTARIZATION, IT IS HEREBY CERTIFIED THAT THIS PLAT OF RIVERLAND PARCEL D PLAT SIX, HAS , PLAT BOOK 124, PAGE 1, PUBLIC RECORDS OF SAID ST. LUCIE COUNTY, FLORIDA; THENCE MAINTENANCE OF, PUBLIC UTILITIES FACILITIES, INCLUDING BUT NOT LIMITED TO, WATER AI I Y KNOW" Tn ME N OFFICIALLY APPROVED FOR RECORD BY THE CITY COUNCIL OF THr CITY OF PORT NORTH 89'52'25 WEST, ALONG THE NORTH LINE OF E W 3 RIGHT-OF-WAY, AS AND WASTEWATER LINES, APPURTENANT FACILITIES, AND EQUIPMENT. THERE SHALL BE ALAN FANT, WHO IS PERSON YlLhOR HAS PRODUCED BEEN FI • / � _ ________ AS IDENTIFICATION, AND WHO EXECUTED THE ST. LUCIE AND ALL DEDICATIONS TO THE CI OF PORTS .LUCIE HEREIN ARE RECORDED IN OFFICIAL RECORDS BOOK 2972, PAGE 802, SAID PUBLIC RECORDS, A NO OTHER PUBLIC OR PRIVATE UTILITY FACILITIES INSTALLED IN, ON, OVER, UNDER, OR NT OF RIVERLAND IV CORPORATION AND ACCEPTED, THIS ___,_%-______ DAY OF _ J'_______ ____ 2024. DISTANCE OF 1300.$8 FEET TO THE POINT OF BEGINNING; ACROSS THE EASEMENT AREA WITHOUT THE CITY'S WRITTEN PERMISSION. THERE SHALL FOREGOING INSTRUMENT D VICE PRESIDE SURVEYOR'S NOTES; THENCE, CONTINUE LONG SAID NORTH LINE FOR THE FOLLOWING FIVE (5) COURSES, NORTH BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED TO, LANDSCAPING SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT HE EXECUTED SUCH ` INSTRUMENT AS SUCH OFFICER OF SAID CORPORATION, AND THAT THE SEAL 1) BEARINGS ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (1990 ADJUSTMENT) 89'52'25" WEST, A DISTANCE OF 236.00 FEET TO THE POINT OF CURVATURE OF A CURVE, CONSTRUCTED WITHIN THE BOUNDARIES OF THE EASEMENT AREA WHICH WOULD AFFIXED TO THE FOREGOING INSTRUMENT IS THE CORPORATE SEAL OF SAID FLORIDA EAST COAST STATE PLANE COORDINATE SYSTEM (EAST ZONE) THE SOUTH LINE CONCAVE SOUTHERL , HAVING A RADIUS OF 2500.00 FEET, A CENTRAL ANGLE -OF 11'00'40"; RESTRICT THE OPERATION AND MAINTENANCE OF, OR WHICH MAY IN ANY MANNER I OF PORT ST. ATTEST: `- OF TRACT -OS6-, RIVERLAND PARCEL D - PLAT FIVE, AS RECORDED IN PLAT BOOK 124, THE ARC OF SAID CURVE TO THE LEFT A DISTANCE OF 480.45 RESULT IN HARM TO THE CITY'S FACILITIES. THE VALENCIA 'PAR HOMEOWNERS CORPORATION AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BY DUE AND THENCE WESTERLY ALONG E RE C E REGULAR CORPORATE AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREE ACT � o PAGE 1, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, HAVING A BEARING OF SOUTH FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE, CONCAVE NORTHERLY, HAVING A ASSOCIATION, INC., ITS SUCCESSORS OR ASSIGNS, SHALL MAINTAIN, REPAIR ANDSEAL 89°56'34" EAST, WITH ALL BEARINGS SHOWN HEREON BEING RELATIVE THERETO. "• AND D ED OF SAID CORPORATION. WITNESS MY HAND AND -OFFICIAL E L THIS RADIUS OF 2500.001 FEET, A CENTRAL ANGLE OF 11 00 40 , .THENCE WESTERLY ALONG THE REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY EASEMENT, WHICH ARE NOT GVSf ____�_______M ___� _�__ M__�______ ______ ARC OF SAID CURVE TO THE RIGHT, A DISTANCE OF 480.45 FEET TO POINT OF INTERSECTION PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED OR DESTROYED BY THE CITY, - �fflf DAY OF _All _____ SHANNON M. MARTIN, AY R SAL WALSH, CITY CLERK WITH A NON -TANGENT LINE; THENCE NORTH 89'52'35" WEST, A DISTANCE OF 182.32 FEET; ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS IN THE CONSTRUCTION, COMMISSION 2) NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL DEPICTION ' N NORTH 00'10'54" EAST OPERATION, MAINTENANCE OF, OR ACCESS TO, THE CITY'S FACILITIES. THE CITY, ITS NUMBER: __.1JH-OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE THENCE NORTH 44 9 O6 WEST, A DISTANCE OF 49.45 FEET; THENCE NOTARY PUBLIC:_ _ U SUCCESSORS OR ASSIGNS, THE EAST LINE OF N/S A RIGHT-OF-WAY, 150.00 FEET IN WIDTH, AS RECORDED IN SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY ���� r��� SUPPLANTED IN THE AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PAGE 484, SAID PUBLIC RECORDS, A DISTANCE OF 2184.00 IMPROVEMENTS, WHICH ARE CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH S vCn `,� n - `��� M� NFL ���� g PLAT. OFFICIAL RECORDS GOOK 3902, ABOVE. IF VIOLATING IMPROVEMENTS ARE NOT REMOVED UPON REQUEST, THE CITY, ITS PRINT NAME.__ ve-_____ �1�l-Cm_ STATE OF FLORIDA FEET; THENCE ALONG THE BOUNDARY OF SAID RIVERLAND PARCEL D -PLAT FIVE FOR THE - - ,�i pTgR i FOLLOWING EIGHT $ DESCRIBED COURSES, SOUTH 89-56'34" EAST, SUCCESSORS OR ASSIGNS DESIGNEES OR CONTRACTORS WILL REMOVE SAID = y COUNTY OF ST. LUCIE O A DISTANCE OF 237.44 i 3) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT FEET; THENCE NORTH 84'56'03" EAST, A DISTANCE OF 55.02 FEET; THENCE SOUTH 89'56'34" IMPROVEMENTS WITHOUT LIABILITY, RESPONSIBILITY OR COST TO THE CITY. THE CITY OF' MY COMMISSION EXPIRES:_ S�,bL�o2G __ j My Comm. Expires �Z = THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. EAST, A DISTANCE OF 1063.23 FEET TO THE POINT OF NON -TANGENT INTERSECTION WITH A PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR = May 30, 2026 - SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC No. HH251G40 I MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT OF ST. LUCIE, FLORIDA, DO HEREBY CURVE, CONCAVE WESTERLY, HAVING A RADIAL BEARING OF NORTH 89'22 19" WEST, A RADIUS UTILITIES BY THE CITY OF PORT ST. LUCIE. �P CERTIFY THAT THIS PLAT HAS BEEN EXAMINED, AND THAT IT COMPLIES IN FORM WITH 4) ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AND DECIMALS THEREOF. OF 4025.00 FEET AND A CENTRAL ANGLE OF 00'22'42"'; THENCE SOUTHERLY ALONG THE ARC ACCEPTANCE OF DEDICATION ��' pU 1(', ��� ALL THE REQUIREMENTS OF THE LAWS OF FLORIDA PERTAINING TO MAPS AND LATS, OF SAID CURVE TO I THE RIGHT, A DISTANCE OF 26.58 FEET TO THE POINT OF INTERSECTION ��'9T BL �� ���; ' AND THAT TH S PL T AS BEEN FILED FOR RECORD IN PLAT BOOK ____ _ , WITH A RADIAL LINE; THENCE SOUTH 88'59'37" EAST, A DISTANCE OF 95.00 FEET TO THE 7) THE UTILITY EASEMENTS (U.E.) AS SHOWN HEREON .RUNNING ADJACENT AND STATE OF FLORIDA ��/F OF F�-� ��� PAGES _ OF THE PUBLIC RECORDS OF ST. LUCIE COUNTYLORIDA THIS 5) THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1, FLORIDA POINT OF RADIAL INTERSECTION WITH A CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF PARALLEL TO THE TRACTS FOR PRIVATE ROAD PURPOSES ARE NON-EXCLUSIVE COUNTY OF BROWARD �i //I I f � � � I:��� - - - � � STATUTES BY A PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY OR UNDER 4120.010 FEET AND CENTRAL ANGLE OF 05'34'59"; THENCE SOUTHERLY ALONG THE ARC OF EASEMENTS AND ARE HEREBY DEDICATED FOR THE INSTALLATION, OPERATION, _ ____, DAY OF !2024. - SAID CURVE TO T�E RIGHT, A DISTANCE OF 401.46 FEET TO A POINT OF REVERSE MAINTENANCE, REPAIR, EXPANSION AND REPLACEMENT OF UTILITIES, BOTH PUBLIC AND VALENCIA PARC HOMEOWNERS ASSOCIATION, INC., HEREBY: CONTRACT WITH THE CITY OF PORT ST. LUCIE. CURVATURE OF A CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 2880.00 FEET, A PRIVATE, INCLUDING, BUT NOT LIMITED TO, WATER AND WASTEWATER LINES, ELECTRICAL . " LINES GAS LINES AND TELECOMMUNICATION LINES AND ALL RELATED FACILITIES AND _.__ _�G � -� � :�� 6) ALL LINES SHOWN HEREON THAT INTERSECT CIRCULAR CURVES ARE RADIAL TO THE CENTRAL ANGLE OF 06 27 47 ; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE 1) ACCEPTS THE DEDICATIONS AND/OR THEIR OBLIGATIONS AS STATED HEREON', OF EFT A DISTANCE F 324.86 FEET TO A POINT OF TANGENCY; THENCE SOUTH 00'07'35" APPURTENANCES. PURSUANT TO SECTION 177.091(28), FLORIDA STATUTES, THE UTILITY TRACT A, TRACTS L23 THROUGH L25, LAKE MAINTENANCE EASEMENTS, LAKE M LLE R. MILLER, CL RK OF THE CIRCUIT CO RT INTERSECTING CURVE UNLESS OTHERWISE NOTED. L EASEMENTS SHALL ALSO BE USED FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE WEST, A DISTANCE F 1380.80 FEET TO THE POINT OF BEGINNING. MAINTENANCE ACCESS EASEMENTS, DRAINAGE EASEMENTS, DRAINAGE SWALE ST. LUCIE COUNTY, FLORIDA AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER, NO SUCH EASEMENTS, LANDSCAPE EASEMENTS, UTILITY EASEMENTS, PORT ST. LUCIE UTILTIY 7) THE BOUNDARY SURVEY UPON WHICH THIS BOUNDARY OF THIS PLAT IS CASED WAS S CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE ,TELEVISION EASEMENTS, AND OPEN SPACE TRACTS OS1 TROUGH OS8, AS SET FORTH UPON THIS �-_ f' CONTAINING 70.649 ACRES, MOR _ OR ' LESS. � , �!� � PREPARED ON SEPTEMBER 18, 2023. SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, PLAT AND SPECIFICALLY DEDICATED TO VALENCIA PARC HOMEOWNERS « , TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY ASSOCIATION, INC. RESPONSIBLE FOR THE DAMAGES. THE FOREGOING SHALL NOT APPLY TO THOSE PRIVATE I IJTLE CERTIFI TION: EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, 2) CONSENTS TO THE PLATTING THE LA S HEREIN. I,`__4 ------, A DULY LIC'ED ATTORNEY IN CEFMF1CATION OF OWNERSHIP de DEDICATION OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND fh N�pp THE ST TE F FLORID 0 HEREBY CERT Y THAT, AS OF THE _____ D Y OF STATE OF FLORIDA OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED D S _ _._ Y OF ___ ___ ___________- 2024. _ ___ _— , 2024: AND MAPPER COUNTY OF BRO�VARD BY THE FLORIDA PUBLIC SERVICE COMMISSION AND CITY CORE REQUIREMENTS, WITH . CERTIFICATE OF SURVEYOR ` t G//t/ 4 K L `, THIS IS TO CERTIFY THAT THE PLAT AS SHOWN HEREON IS A TRUE AND CORRECT THE MORE STRINGENT REQUIREMENTS TO CONTROL WHEN IN CONFLICT. ________ _ THE RECORD T LE TO THE LAND AS DESCRIBED AND SHOWN HEREON IS IN THE NA OF HA S SAE PRESID LP FLORIDA LIMITED LIABILITY LIMITED REPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE DIRECTION AND RIVERLAND ASSOCIATES IV, LLLP, A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP, C RLE RIVERLAND ASSOCIATES IV, LL A ID B I PARCEL D - (THIN ALL UTILITY ON. SUPERVISION AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF .MY KNOWLEDGE OWNER OF THE LAND DESCRIBED AND PLATTED HEREIN AS RIVERLAND AR NOTWITHSTANDING THE ABOVE, LOCATED W I EASEMENTS RUNNING PARTNERSHIP, THE ENTITY EXECUTING THE DEDICATION. LUCIE COUNTY FLORIDA HAS CAUSED SAID LANDS TO BE �%�AND BELIEF; THAT PERMANENT REFERENCE MONUMENTS (P.R.M'S) HAVE BEEN SET AND PLAT SIX, BEING IN ST. L ADJACENT AND PARALLEL TO FIFTY FOOT (50) WIDE TRACTS FOR PRIVATE ROAD WITNESS: _ ___ ________� WITNESS: 541p _ THERE ARE NO MORTGAGES OF RECORD, ENCUMBERING THE LAND DESCRIBED HEREON. , i •� SURVEYED AND PLATTED AS SHOWN HEREON AND HEREBY DEDICATES AS FOLLOWS: PURPOSES, THERE IS HEREBY DESIGNATED WITHIN SUCH UTILITY EASEMENTS, A TWO THAT PERMANENT CONTROL POINTS (P.C.P. S) AND LOT CORNERS WILL BE SET UNDER THE , PURSUANT TO FLORIDA STATUTE 197.192, ALL TAXES HAVE BEEN PAID THROUGH THE PORT LUCIE OR THE REQUIRED U. .-R A. LOCATED ADJACENT 0 GUARANTEES POSTED WITH THE CITY COUNCIL OF T ST. L F Q FOOT (2) WIDE RESTRICTED AREA ( E ) LOC E D NT AND PARALLEL T b ;CIhSSc�d�t�, t I(ls PRINT NAME. 1'e_- _L� PRINT NAME _,-____-- YEAR 2023. A IS E TRACTS. ND E AND � IMPROVEMENTS, AND FURTHER, THAT THE SURVEY DATA COMPLIES WITH. ALL OF THE HE PRIVATE ROAD RIGHTS OF WAY AS SHOWN HEREON TRACT HEREBY SUCH FIFTY FOOT 50 WIDE ACTS. NO UTILITIES AND/OR RELATED FACILITIES A 1) T ( ) ( ) / c MS LD AGAINST SAID LAND HAVE BEEN SATISFI�D. �-- DEDICATED TO THE VALENCIA PARC HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS APPURTENANCES PERMITTED TO BE INSTALLED IN THE UTILITY EASEMENTS AS PROVIDED ALL ASSESSMENTS AND OTHER ITEMS HE REQUIREMENTS OF CHAPTER 1, 7 , FI ORIDA STATUTES, AS AMENDED, AND IN ACCORDANCE HERE ARE ENCUMBRANCES OF RECORD BUT THOSE ENCUMBRANCES DO NOT PROHIBIT WITHIN CHAPTER 5J-17 FLORIDA N FOR INGRESS EGRESS AND UNDERGROUND UTILITIES PURPOSES AND ARE HEREIN SHALL BE INSTALLED IN ANY PORTION OF SUCH RESTRICTED AREA WITHOUT THE `�. T WITH THE SURVEYING STANDAkDS CONTAINED WI IN , AND ASSIGNS � ' THE .PERPETUAL MAINTENANCE OBLIGATION OF .SAID ASSOCIATION, ITS SUCCESSORS AND PRIOR WRITTEN APPROVAL OF THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR A CKNOWLEDGMENT THE CREATION OF THE SUBDIVISION DEPICTED BY THIS PLAT. ADMINISTRATIVE CODE SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND 2.027 F OR A STAT AND ORDINANCES OF THE , MAPPERS PURSUANT TO SECTION 47 L UTE ASSIGNS. AN EASEMENT OVER AND UNDER SAID PRIVATE ROAD RIGHTS OF WAY, AS STATE OF FLORIDA •N^ ASSIGNS, EXCEPT ONLY TO .CROSS SUCH RESTRICTED AREA. _ i F H CITY OF PORT ST. LUCIE ITS Z,,±�jj SHOWN HEREON I IS ALSO RESERVED IN FAVOR 0 THE S ________ AY OF ___ ______ _________ 2024. CITY OF P .LUCIE FLORIDAHI 1____ DAY OF __L±4C_�tC�� ___ 2024. < COUNTY OF BROWARD DATED-THI ___ FLORIDA,. SUCCESSORS AND ASSIGNS FOR CITY OF PORT ST. LUCIE SERVICE AND EMERGENCY .,THERE SHALL BE NO IMPROVEMENTS OF ANY KIND INCLUDING BUT NOT LIMITED T0, VEHICLES AND. FOR ACCESS TO, AND INSTALLATION AND MAINTENANCE OF, PUBLIC N NOTARIZATION, TREES PLANTED WITHIN THE BOUNDARIES OF THE UTILITY EASEMENTS WHICH WOULD BEFORE ME, BY MEANS OF PHYSICAL PRESENCE OR O ONLINEBY: UTILITY FACILITIES, INCLUDING, BUT NOT LIMITED TO, WATER AND WASTEWATER LINES______ _ __ _ __ ___ RESTRICT THE OPERATION AND MAINTENANCE OF, OR WHICH MAY IN ANY MANNER CHARLES SAENZ, WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED AND APPURTENANT FACILITIES. .THE CITY OF PORT ST. LUCIE SHALL NOT BE P C. W TE RESULT IN HARM TO, THE CITY OF PORT ST. LUCIE'S FACILITIES. THE VALENCIA PARC ___________________ AS IDENTIFICATION, AND WHO EXECUTED THE PROFESSI A SURV YOR & MAPPER RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID PRIVATE ROAD RIGHTS OF PRINT NAME: ON E WAY EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE HOMEOWNERS ASSOCIATION, INC., THEIR SUCESSORS AND ASSIGNS, SHALL MAINTAIN, FOREGOING INSTRUMENT AS PRESIDENT OF VALENCIA PARC HOMEOWNERS --------------- -- �� REPAIR AND REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY EASEMENTS, ASSOCIATION, INC., AND SEVERALLY ACKNOWLEDGED TO ,AND BEFORE ME THAT HE ATTORNEY AT LAW' t SAND RE STRATION N0. 4213 CITY OF PORT ST. LUCIE. - r . �f�?��qq SAND &HILLS SURVEYING, INC. WHICH ARE NOT PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED OR EXECUTED SUCH INSTRUMENT AS SUCH OFFICER OF SAID CORPORATION, AND THAT FLORIDA BAR # _____________L_______ THE SEAL AFFIXED TO THE FOREGOING INSTRUMENT IS THE CORPORATE SEAL OF FOR THE FIRM OF GREENBERG TRAURIG, P.A. 8461 LAKE WORTH ROAD, SUITE 410 `2 THE DRAINA�E EASEMENTS (D.E.) AS SHOWN HEREON ARE HEREBY DEDICATED TO DESTROYED BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR ASSIGNS, , DESIGNEES OR CONTRACTORS IN THE OPERATION, MAINTENANCE OF, OR ACCESS TO .THE SAID CORPORATION AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BY DUE AND - LAKE WORTH, FLORIDA 33467 - HOMEOWNERS ASSOCIATION INC. ITS SUCCESSORS AND ASSIGNS SURVEYOR THE VALENCIA PARC � CITY S FACILITIES. THE CITY OF PORT ST. LUCIE ITS SUCCESSORS AND/OR ASSIGNS REGULAR CORPORATE AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREE ACT FOR DRAINAGE PURPOSES AND THEY ARE THE MAINTENANCE OBLIGATION OF SAID . WITNESS MY HAND AND OFFICIAL SEAL I SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY IMPROVEMENTS WHICH ARE AND ED OF SAID CORPORATION. IT ASSOCIATION ITS SUCCESSORS AND ASSIGNS. SAID DRAINAGE EASEMENTS MAY ALSO BE qq � yy �� ` USED BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND ASSIGNS, FOR DRAINAGE, CONSTRUCTED 1N VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IN THE EVENT - THIS_! _DAY OF���'�-i"-'.•�__, 2024. F, SUCH VIOLATING IMPROVEMENTS ARE NOT REMOVED ON REQUEST, THEY SHALL BE - -' MAINTENANCE ACTIVITIES AND STORMWATER MANAGEMENT PURPOSES FOR DRAINAGE SUBJECT TO REMOVAL BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR NOTARY PUBLIC It ____ ______ THIS INSTRUMENT PREPARED BY FROM SW MARSHALL PARKWAY (E/W #3), RIVERLAND BOULEVARD AND N/S A, IN N .... ;• �--, ASSIGNS, DESIGNEES OR CONTRACTORS WITHOUT LIABILITY, RESPONSIBILITY OR COST TO r. , _,;, ._> ..__< ACCORDANCE WITH THE DRAINAGE OR SURFACE WATER MANAGEMENT PERMITS ISSUED I n�4 PERRY C. WHITE, P.S.M. 42130 THE CITY. THE C.TY OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY {, ►,; FROM TIME TO TIME FOR THE LANDS SUBJECT TO THIS PLAT. �" STATE OF FLORIDA MAINTENANCE OBdGATIONS FOR SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE PRINT NAMEADIAoff- �S-.lIF -- C.., . � s � �- SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY OF PORT ST. LUCIE. ..- G'm `W12117S: SAND & HILLS SURVEYING, INC. THROUGH L25 AS SHOWN HEREON ARE _ f,.. 8461 LAKE WORTH ROAD, SUITE 410 3) THE WATER MANAGEMENT TRACTS L23 THR E .,.� �� Er�c�s i�%iR Z5 DEDICATED TO THE VALENCIA PARC HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS 8) THE LANDSCAPE EASEMENTS (LE.), AS SHOWN HEREON, ARE HEREBY DEDICATED TO MY COMMISSION EXPIRES: iz��� 2� LAKE WORTH, FLORIDA 33467 LB-TT41 AND ASSIGNS, FOR THE PURPOSE OF SURFACE WATER MANAGEMENT AND THEY ARE THE , THE VALENCIA PARC HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, _ MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. SADI COMMISS1w' �- ITS FOR LANDSCAPE, IRRIGATION AND DRAINAGE PURPOSES AND THEY ARE THE PLANNING & ZONING PROJECT NUMBER: P 23-166 WATER MANAGEMENT TRACT MAY ALSO BE USED BY THE CITY OF PORT ST. LUCIE, NUMBER. �12���� SUCCESSORS AND ASSIGNS, FOR DRAINAGE, MAINTENANCE ACTIVITIES AND STORMWATER MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. MANAGEMENT PURPOSES FOR DRAINAGE FROM SW MARSHALL PARKWAYW E 3, (/ #) 9) THE DRAINAGE SWALE EASEMENTS (D.S.E.), AS SHOWN HEREON, ARE HEREBY ; RIVERLAND BOULEVARD AND N/S A, IN ACCORDANCE WITH THE DRAINAGE OR SURFACE DEDICATED TO THE VALENCIA PARC HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS C' SHEET 4 SHEET 3 SHEET 2 WATER MANAGEMENT PERMITS ISSUED FROM TIME TO TIME FOR THE LANDS SUBJECT TO AND ASSIGNS, FOR DRAINAGE PURPOSES AND THEY ARE THE MAINTENANCE OBLIGATION THIS PLAT. OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. ti 4) THE LAKE MAINTENANCE EASEMENTS (L.M.E.) AND LAKE MAINTENANCE ACCESS EASEMENTS L.M:A.E. , AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE VALENCIA IN WITNESS WHEREOF, THE ABOVE NAMED LIMITED LIABILITY LIMITED- PARTNERSHIP HAS PARC HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, AND ARE THEW , CAUSED THESE PRESENTS TO BE SIGNED BY ITS GENERAL PARTNER, RIVERLAND IV TRADITIONS GATLIN SHEET 5 SHEET 6 SHEET 7 Z PERPETUAL MAINTENANCE OBLIGATIONS OF SAID ASSOCIATION, ITS SUCCESSORS AND CORPORATION, A FLORIDA CORPORATION AND ITS CORPORATE SEAL TO BE AFFIXED i ►-+ PARKWAY BLVD. ASSIGNS. A F .! VA 2024 HERETO, THIS 1 � DAY 0 _l4 � cn W � COMMUNITY BLVD. .o <L z a ARE HEREBY G THE OPEN S ACE TRACTS OSI.THROUGH OS8 AS SHOWN HEREON, 5) .; IV LLLP A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP l DEDICATED TO THE VALENCIA PARC HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS RIVERLAND ASSOCIATES� T RIVERLAND - PARCEL A qVA BY. RIVERLAND N CORPORATION, A FLORIDA CORPORATION, ITS GENERAL PARTNER 9 SHEET 10 SHEET 9 SHEET 8 • AND ASSIGNS, FOR OPEN SPACE, UTILITY, DRAINAGE FACILITIES, PEDESTRIAN ACCESS, I9 Ln AND GOLF CART AND SIMILAR SIZED NEIGHBORHOOD ELECTRIC VEHICLE PURPOSES AND m DISCOVERY WAY ARE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS S BY. DATE. Q v 2�s.`fj O AND ASSIGNS. -�----*-- Q0 - SW DISCOVERY - o ALAN FANT, VICE PRESIDENT LLL III III > i WAY _ . m , SHEET 11 SHEET 12 SHEET 13 WITNESS. � WITNESS. �-, 1G1 a E PARCEL C _ PRINT NAME: C_9a PRINT NAME. en f1.. o ER .. _ SHEET 15 �.r .. Q i. . 6 . . v.. �. -� SITE RIVERLAND PARCEL B sHEET 1 ...,.. , 1 ,.E. SHEET 14 -� _ RIVERLAND _ PARCEL D C ANAL jj_�_ w #VALENCIAPARC 3 ..•,.. �..._. _ RIVERLAND IV .. T 4°OF' . ,CL RK, F , OWNERS �� ,. • ,. ,. „ _ . _ ._ HOME . _ LOCATION MAP f , : CORPORATION'ASSOCIATION,i TAT -UCI INC. t. ,.,. ,....� � �. � , .. KEY MAP NOT TO SCALE 1 a ,.j t r ,,h .� ����_;=x. ; , �� ,.� - N.T.S. :.. ..,,,.. :., ,t ;: - y _ .. •may, . .. SH0248 PSLUD 5268E P23 F PLAT BK 126 PG 2 - ` 1 16-%O 1 1 V SEG 1 ION ZO %.# 1 I L_ i P w UN LATTED TOWNSHIP 37 SOUTH SECTION 20 RANGE3 9 EAST - TOWNSHIP 37 SOUTH RANGE 39 EAST e I 0 5 15 30 60 90 V RI ERLAND PARCEL D .: PLAT FIVE SCALE: 1 - 30 (P.B. 124, PG. 1) R-4025.00 R=200o.00. e . 12481 „ 2 L-446.92 , _ o >t » C6=N83°32'28"W ' N 89°56'34'" W 1415.63' A 0 22 42 26.58 L 6 TRACT A - - W i w o RIVERLAND PARCEL DLEGEND: LIMITS R=25.00 R-25.00 - , W C MIDNIGHT STREAM BOULEVARD _ T - OF PLAT �L939 46'1" 0 J o A=90044'44" o PLAT FIVE 0 - SET PERMANENT REFERENCE MONUMENT s L=39.60 N 89°56'34" W 989.10' 0 � o R= (P.B. 124, PG. 1) 5/8" IRON ROAD WITH 1.5" CAP 1960.Op STAMPED PRM L.B. #7741 �N oti a=10°07'33" -Loo' 39' II O= N'"' Z - 0 O II o . N a ❑ FOUND PERMANENT REFERENCE MONUMENT m 0) rz - - 5/8" IRON ROD WITH 1.5" CAP o >t » \ u o co -- / - 7 - STAMPED PRM L.B. #7741 • TRACT "OS6" S 89 56 34 E R=3975.00" d z R=4025,a0, I __T _ 0=p 0g'2g A=p 08 2,1 I ® - SET PERMANENT CONTROL POINT (P.B. 124, PG. 1) 1063.2-3 L=9.81' / L=9.78' I 45' x 35' I NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 LIFT STATION O - FOUND PERMANENT CONTROL POINT P.N.R.I. o >t » I EASEMENT I NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 48.20 48.20 48.20 48.20 48.20 69.83 25.00 25.00 S 88 59 37 E I A -DELTA ANGLE Lj 2' U.E.-R.A. � I I I _ ACRES 25' 25' 95.00 B.E. BUFFER EASEMENT I I I TRACT "OS4" CB - CHORD BEARING to P.R.I. (P.B. 124, PG. 1) m CH - CHORD DISTANCE W ,� o 0 0 0 0 o I I co - CENTERLINE Z m N N N N N N o r- Q II P.R.I. r N D.B. - DEED BOOK o 0 o a o I. - e I o J F- � I = a it o �'�n D.E. -DRAINAGE EASEMENT w w w w w w w 1186 I` ~ - o o D.S.E. -DRAINAGE SWALE EASEMENT w 1181 1182 � 1183 1184 1185 ID O 0) rn N c� 05 O L -ARC LENGTH = N N N N N N 1 II I zo Q o �► d 0) 4878 S.F. 4878 S.F. 4878 S.F. 4878 S.F.847 S.F. o u I o 4616 S.F. �t L.A.E. LIMITED ACCESS EASEMENT V u) o 0 0 0 mo 4878 S.F. ro f I 1-- II _"I n L.E. LANDSCAPE EASEMENT . ° . ° . . Q w 0 0 0 0 0 o I 14 o I d 10' U.E. d L.M.A.E. -LAKE MAINTENANCE ACCESS EASEMENT .. z w z z Q z z z 10' U.E. In N 8" L.M.E. _ LAKE MAINTENANCE EASEMENT co 8 i8 36 W 95.00 N.R. NOT RADIAL b 1. R=25.00' N.R.T.R. - NOT RADIAL TO REAR o w A=88°18'46" it 2' U.E.-R.A., � � N.T.S. NOT TO SCALE - N L=38.53 d I I= I O.R.B. - OFFICIAL RECORD BOOK - - - - - - - - - - - - - O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT 48.20' 48.20' L48.20' 48.20' _ 48.20' 43.32' / v 05 P.B. - PLAT BOOK - I N W '� C° P.C.P. - PERMANENT, CONTROL POINT LIMITS N 89°56'34" W 876.52, o11 If 5037 S.F. o PGS. -PAGES a -j b , b n OF PLAT P.O.B. - POINT OF BEGINNING NEWEL BOX DRIVE N Q c� `� ~ d P.O.C. - POINT OF COMMENCEMENT O L ~ 1_ P.S.L.D.E. PORT ST. LUCIE DRAINAGE EASEMENT N 89°56'34" W 924.7T - _ j x e , „ P.S.L.U.E. PORT ST. LUCIE UTILITY EASEMENT . - - - - - - _ - - � N 87 33 51 W 95.00' P.S.M. -PROFESSIONAL SURVEYOR AND MAPPER W „ R - RADIUS TRACT A N _ (` T 20' R/W - RIGHT-OF-WAY I l S.F. - SQUARE FEET N 89056'34" W 872.30• W = L.M.E. TRACT "L21„ tn. S.T. - SURVEY TIE [r 05 y' U.E. -UTILITY EASEMENT 48.20' - 48.20' - 48.20' 48.20' 48.20' 48.3T if o I �,�v CD ` I = o u5037 RAD - RADIAL LINE ---- --- - --- --- -- „ S.F. a wo U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA \ W jd II J I w R 25.00 _ I P.C. -POINT OF CURVATURE Li A=93008'20" I a P.T. - POINT OF TANGENCY - L=40.64' its . ' „ 0 0 0 0 0 � N 86 49 05 W 95.00' P.R.C. -POINT OF REVERSE CURVATURE N N N cy N m ° P.N.R. - POINT OF NON -RADIAL INTERSECTION a cy P.R.I. T F RADIAL INTERSECTION m m m m o o , .R I. POINT 0 R DI L INTE ECTI N z N = I rn o I I P.C.C. - POINT OF COMPOUND CURVATURE W W W W N 10 U.E--� ,I N _ - uj I V co cD cD cD 1148 _ M o o - _ N 1151 N 1150 N 1149 N O z 114 to _ .. w rr 056 R 4120.00 O ro O ro O jh N - ° rn 1146 � v- -► v- �- 0 0 0 0 4570 S.F. ih _ _ o d of >t » ° 4540 S.F. ° 4540 S.F. ° 4540 S.F. ° 5307 S.F. cD O I m = n ° o 0 o O O - c-V 7852 S.F. rn _ �i a, u J 4616 S.F. o 5 34 59 O O O O a C7 1n N I Q II _J z Z Z Z Lo- I a L=401.46' - N z = O o ao z n -n I= to N 86°08'04" ' 1t � � I u W 95.00 aJ �ti W Q (V Q II W uj ci O = / 48.20 48.20 48.20 30.02 d � ;r, ,n o o , » , 11 to I N N 89 34 W 8.35 0) O _ 56 70 N .- ll _ w I,•w c„ 4 0 �.� 05 o,n SHEET 4 SHEET 3 SHEET 2 ----- - _ _. _ -1- o rl I u 4616 S.F. V-a; RIVERLAND PARCEL D - _ 35.90' - ---- 67.70' co Io °� a d u d fill N 89056'34" W 103.60' tri _, oo ° PLAT FIVE I� (N.R.> N . (P.B. 124 PG. 1) _ _ " , N 85 27 04 , R-35.00 � 30 48 19 I I u ,n u W 95.0 A-91 2214 L 18.82 _ L 55.82 to d- 1145 _0 TT S SHEET 7 - I SHEET SHEET 6 0 u A-1 45'38" r` N d I o N _ 5194 S.F. _ o � ° _ � I L-30.73' n o _ • U rn O I, 05 _ • a I "- �. -- WESTERLY BOUNDARY OF � Q 4 ou a . i' a 4616 S.F. ° m _ (N.R.) ° � � o �- RIVERLAND PARCEL D .PLAT FIVE- N 84 44 09" o d i u R=1000.00' W 9 I I Z 4 33 24 se d � I ^ L=79.53' ti Q N 84°4 M _ � I � 6 03 W 95.00' • M SHEET 0 SHE 9 SHEET 8 OD CC)1 ET f-- 10 U.E. W TRACT L23 �a � N� Q IoN ;;' n 4720 S.F. M �' If V cn WATER MANAGEMENT TRACT 20' -► ;to F' ; -� _ 4 0 � I O �t 059 o ic•, TRACT "L21» W 3.44 AC. L.M.E. n ° I n Q W 4 J Q -' 4616 S.F. a E R•A• j SHEET 11 SHEET 12 SHEET 13 N 83 5108" W 95.00' f "l2' U.E.-R.A �I 20, N 84°05'0 " L.M.E.' A=0044'52" 2 W 95.0 L 50.64 0 42 40 25 - - � -- - 48.16 �=0°36'03" 25 t >. 1143 4=p° ' O L=41.6 ' I 40 . 9 24 SHEET 14 L= SHEET 15 4592 S.F. I 47.30-0 �• 40 24 SHEET 16 R=35.00' 0 07 46 O 48.41 c L=6.83' I _ ° » (N.R.) 5310 S.F. '0 83 23 39 ° , N 83 " I �=0°0 � » 38 05 W 9 26 _ � , L=50.94 95.0 ' _ 3 2 L= , = ° , R 2880.00 w 8.17 0 0 09 26" �/ _ , o » MAT L _ THIS INSTRUMENT WAS PREPARED BY CH - -- --, � 6 27 47 7.90 LINE o _. �..__ SEE R-3o25.00 0 PERRY_C. WHITE, P.S.M. 4213, STATE OF FLORIDA SHEET' N 83 34 " P.R.C. - O O A=1 55 24 95.00 L 324186 KEY MAP N N o SAND & HILLS SURVEYING, INC. .j L=101.55' N 89 52 25 W 697.96 N.T.S. R=2975.00 w 8461 LAKE WORTH ROAD, SUITE 410 6-6 27 47 - LAKE WORTH FLORIDA 33467 =338 o ' °. L 55 N _ LB-774 1 F P23 166 SHEET 2 OF 16 PSLUD 5268 I PLAT BK 126 PG 3 APA r ".=_w. wl s 4 n _ 4% :.. [0j_ D E L D A PARCEL OF LAND LYING IN SECTIONS 19 AND 20, TOWNSHIP.-,37 SOUTH, ILI& 0 N 3 U COUNT`N �FLORIDA RANGE 9 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE � F i UNPLATTED SHEET 3 OF 16 20 SECTIONUNPLATTED TOWNSHIP 37 SOUTH, SECTION 20, RANGE 39 EAST TOWNSHIP 37 SOUTH, RANGE 39 EAST_��, 2 0 5 15 30 60 90 -- RIVERLAND PARCEL D PLAT FIVE (P.B. 124, PG. 1) SCALE: 1" = 30' N 89056'34" W 1415.63' — — — TRACT „A,► LIMITS Li LEGEND: - 5/8 IRON ROAD WITH 1.5 CAP MIDNIGHT STREAM BOULEVARD o OF PLAT SET PERMANENT REFERENCE MONUMENT N 89°56 34" W 989.10 STAMPED PRM L.B. #7741 ❑ - FOUND PERMANENT REFERENCE MONUMENT — — — — — — — — — 5/8" IRON ROD WITH 1.5" CAP 4 STAMPED PRM L.B. #7741 S 89 56 34 E TRACT "OS6" 20 D.E. • -SET PERMANENT CONTROL POINT 063.23 (P.B. 124, PG. U (P.B. ___,� NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 PG. ___) O - FOUND PERMANENT CONTROL POINT NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 48.20' 48.20' 48.20' 48.20' 48.20' 48.20' 55.10' 55.10' 48.20' A - DELTA ANGLE AC. - ACRES CE 20 D.E. B.E. - BUFFER EASEMENT CB - CHORD BEARING I 10 10 .I CH - CHORD DISTANCE - CENTERLINE Wo .. 0 0 0 0 0 0 - o o _ DEED BOOK N N N N N N N N N N D.B. Z 3 H o o _o 0 0 0 o N o o ff D.E. DRAINAGE EASEMENT J(— o J D.S.E. DRAINAGE SWALE EASEMENT w w w w w w w w w W 1179 W Eto _ L -ARC LENGTH 117 _ 1173 = 1174 _ 1175 = E�o = 117 =_ 1180 = w W co cfl o o co o co - cfl cfl - w 0cfl o cfl _= N N N N N N N _ N N = L.A.E. LIMITED ACCESS EASEMENT - 4878 S.F. - 4878 S.F. - 4878 S.F. - 4878 S.F. - 4878 S.F. - 4878 S.F. - 5576 S.F. co 5576 S.F. _ _ (� V to ro ro rn ro K) ro ro I N I K) 4878 S.F. rn L.E. - LANDSCAPE EASEMENT 0 0 0 0 0 0 0 o o �—W' _ �-- W L.M.A.E. LAKE MAINTENANCE ACCESS EASEMENT W o 0 0 0 0 0 0 0 0 0 W o Q � ` L.M.E.. -LAKE MAINTENANCE EASEMENT Q�z z z z z z z ( o ( z - cc.. w z ` N.R. - NOT RADIAL c z N.R.T.R. _NOT RADIAL TO REAR w o I I w, o N.T.S. - NOT TO SCALE - _ O.R.B. - OFFICIAL RECORD BOOK N N — � .,_ — I � O.E. -MAINTENANCE &ROOF OVERHANG EASEMENT —t� ' � _ P.B. -PLAT BOOK 48.20. 48.20,48.20 48.20 48.20 48.20 55.10' 55.10 48.20 — P.C.P. PERMANENT CONTROL POINT N 89056'34" W 876.52' PGS. - PAGES . NN P.0.6 POINT 0F BEGINNING n P.O.C. POINT OF COMMENCEMENT N TRACT A JEWEL BOX DRIVE N P.S.L.D.E. - PORT ST. LUCIE DRAINAGE EASEMENT N 89 56 34 W 924.77 P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER R RA DIUS in R/W RIGHT-OF-WAY - -OF-WAY T N N r S.F. SQUARE FEET I N 89°56'34" W 872.30' S.T. - SURVEY TIE — — — — U.E. - UTILITY EASEMENT 48.20 48.20 48.20 48.20 48.20 48.20 55.10 55.10 48.20 RAD -RADIAL LINE U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA l P.C. POINT OF CURVATURE w i P.T. - POINT OF TANGENCY w w _ P.R.C. - POINT OF REVERSE CURVATURE o o I I - o o N o 0 0 0 0 o N o o P.N.R. -POINT OF NON -RADIAL INTERSECTION N N N N N N N N N N v �r � d- 'r ItP.R.I. POINT OF RADIAL INTERSECTION m m m m m 0) 0) 0) 0)I m P.C.C. POINT OF COMPOUND CURVATURE w w w w w w w w w - w cD cD cD cD cfl co co c0 c0 cD N 115 N 1160 N 1159 N 1158 N 115 N 1156 N 1155 N 1154 ( N I 1153 - N o 0 0 0� o 0 0 0 0_ M ro rr) M M ro rn r o ro rn 0 4540 S.F. 0 4540 S.F. 0 4540 S.F. 0 4540 S.F. 0 4540 S.F. 0 4540 S.F. 0 5190 S.F. 0 5190 S.F. ,0 4540 S.F. 0 0 0 •0 0 0 0 ( o I o z z z z z z z I z z z C� 20' D.E. 10' 10' 1117 48.20' 1 48.20' 1 48.20' 1 48.20' 1 48.20' 1 48.20' 1 55.10' 1 1 1 55.10' 48.20' N 8905634" W 708.35• SHEET 4 SHEET 3 SHEET 2 � Li c-ov J J J SHEET 5 SHEET 6 SHEET 7 .I.I I I I I IIJ a I", V) -- W.. 1 ZN J SHEET 10 SHEET 9 SHEET 8 Z i _ » _ .�� TRACT L23» vCIO - W WATER MANAGEMENT TRACT ' w ZW H E3.44 AC. Q ► CIO �- SHEET 12 SHEET 13 W SHEET 11 co I QW SHEET 15 SHEET 14 SHEET 16 THIS INSTRUMENT WAS PREPARED BY _ PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA Eiw #3 SAND &HILLS SURVEYING, INC. 8461 LAKE WORTH ROAD SUITE 410 w , - w - � KEY MAP o o o N N N � � LAKE WORTH, FLORIDA 33467 N.T.S. N 89052 25 W 697.96, LB-774 MATCH LINE , (SEE SHEET 6) PSLUD 5286F P23-166 SHEET 3 OF 16 PLAT BK 126 PG 4 S HEET 4 OF 16 UNPLATTED UNPLATTED LEGEND SECTION 20 ' SECTION 19 - r � SET PERMANENT REFERENCE MONUMENT TOWNSHIP 37 SOUTH " " � TOWNSHIP 37 SOUTH _ t � 5/8 IRON ROAD WITH 1.5 CAP RANGE 39 EAST STAMPED PRM L.B. #7741 _I RANGE 39 EAST--*-, - FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD WITH 1.5" CAP STAMPED PRM L.B. #7741 i • -SET PERMANENT CONTROL POINT 0 5 15 30 60 90 I NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 O - FOUND PERMANENT CONTROL POINT NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 :_ AND PARCEL D - DELTA ANGLE . „ _ RIVERL _ I AC. ACRES SCALE. 1 30 1 B.E. - BUFFER EASEMENT PLAT FIVE „ » o Bu E E �- TRACT A �- CB - CHORD BEARING MIDNIGHT STREAM BOULEVARD (P.. 124 PG. 1) CH CHORD DISTANCE CENTERLINE D.B. -DEED BOOK fi- N 89.56f34 W 1415.63 D.E. - DRAINAGE EASEMENT D.S.E. -DRAINAGE SWALE EASEMENT R-40.00, L - ARC LENGTH _ ' - L.A.E. -LIMITED ACCESS EASEMENT. 0 0 89 52 32 w d- _ ' w �r L.E. LANDSCAPE EASEMENT _ 1 R-60.00 L 62.75 I � _ ° n � L.M.A.E. -LAKE MAINTENANCE ACCESS EASEMENT - R=60.00 A=36 52 12 0 0 � » o ° n = L.M.E. - LAKE MAINTENANCE EASEMENT I A=36 52 12 S 84 56 03 W L 38.61 ° n � _ N.R. -NOT RADIAL - I N 89 56 34 W 101.46 L=38.61' N 89°56 34" W 989.10' I � 55.02 N.R.T.R. -NOT RADIAL TO REAR �v N.T.S. - NOT TO SCALE 0o I - - _ _ _. O.R.B. - OFFICIAL RECORD BOOK / I �. / -}- (N.R.) O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT �' ?,3. R_65. 00 o n 20 D.E. P.B. - PLAT BOOK z n- I 44,23n L_g3. o 20 P.S.L.U.E. TRACT "OS6" S 89 56 34 E (P.B. -- u- n (P.B. -- P.C.P. - PERMANENT CONTROL POINT 00 ( TRACT OS8 I� (P.B. 124, PG. 1) 3.23 PG. ---> I i PGS. - PAGES P.O.B. - POINT OF BEGINNING fF. 13' 20.08, 48.20' 48.20' 48.20' 55.10' 55.10' P.O.C. - POINT OF COMMENCEMENT cn O 32. P.S.L.D.E. - PORT ST. LUCIE DRAINAGE EASEMENT a i 2.81' P.S.L.U.E. - PORT ST. UCIE UTILITY EASEMENT w I I L 20 D.E. P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER R - RADIUS ( 10 10, I R/W - RIGHT-OF-WAY » LIMITS I -o o W (^� S.F. - SQUARE FEET S 89056 34 E I 20 P.S.L.U.E. rn cy o cy Z S.T. - SURVEY TIE OF PLAT N o 2.80 f © F- U.E. - UTILITY EASEMENT 3 00 I 237.44 ti w w I� I _ II wcD O N aII J ON II II 17 W RAD -RADIAL LINE ' 54.80' 16W _ -R.A. - UTILITY EASE MENT -REST RICTED AREA QQV10U.E. U.E. w a. 5205 S.F. 4881 S.F. 5576 S.F. : 5576 S.F. P.C. POINT OF CURVATURE RNro o o ro o W P.T. - POINT OF TANGENCY 1-4N o O oo�W N Fo ro . o � P.R.C. - POINT OF.REVERSE CURVATURE I o O LIMITS zj;j o z P.N.R. - POINT OF NON -RADIAL INTERSECTION co 6640 S.F. z zM wOF PLAW w O ul O P.R.I. - POINT OF RADIAL INTERSECTION p z � o N P.C.C. POINT OF COMPOUND CURVATUREcN Lc) U xU� �to cD a w O OW N NZ N II a In-J D Iho I-, a Qo 0 O o / 55.10to 0 . - 55.10 c000 Z z --o N 89°56f34 W 876.52, N o , z n II _ to a N JEWEL BOX DRIVE 5 6 2.80 N 89. 56 34 W 924.77 9 TRACT OS8 I WAS PREPARED $ THIS INSTRUMENTD BY E 12.20 AC. o 0 I �, o 0 � _ �n � TRACT A PERRY C. WHITE P.S.M. 4213 STATE OF FLORIDA i o � I I SAND &HILLS SURVEYING, INC. O i ( � , O � N 8956 34" W 872.30 .p � - a� - - , 8461 LAKE WORTH ROAD, SUITE 410 to oo O �� �� , 25.14 55.10 55.10 p �- - -. - LAKE WORTH FLORIDA 33467 80 to o► 0) I N II d o �.p o / LB 7741 v- Q I I N w I N d O h .O �' e- I rn ( Op h O o � 0 O Z O_ . I W I� LL N t I I e M � ) dw I NCD � wNOO N cD W N 0� Z cfl I ,�m oO -0�t _ I �r o w- z // 1162 I N I O N (n (D coS.F.'" L--- 3 / z N 5278 S.F. Oo 1163 o o Ip I 5190 o z 10449 S.F. ' O- z z r o �n ► ) I"� 20 D.E. r. z m m ( _ o I I _ ti �. ( � N , , 0 I 20o FPL EASEMENT J to 10 SHEET 4 SHEET 3 SHEET 2 O ) a w a, (O.R.B. 746, PG. 484) vi 2 ° Z I I I 2 31.04 55.10 to J 1.6, ' `e N 89°56'34" W I� I 2 _ w �n 708.35 0 _L __ N 40' N 89°56'34" W 95.15' = SHEET 5 SHEET 6 SHEET 7 ( I R 30.00 A=14028'20" A=90000'00" _ � = f I I L 7.58 L 47.12 1 -1 -Q m o 1164 -- i ti ti o o Z r�> _ _ N 20 r� ,� I I _ _ 4957 S.F. i I i �, 1 o ti rn rn �r t rn -- - ti L.M.E. cD � co Z OU O O ao `r' H Z o I I� o o R a_ �., ti v SHEET 10 SHEET 9 SHEE;t'T 8 0 o V n co m iD Ki cD N 89 56 34 W 94.20 I W (w Q� N N rn V N - � ♦'�' - - rM Q O 150 R/W w rh t- I I � I f- o� o � o -- - w N „ o o ° . ° � z 0 3 o F- o J w TRACT OS8 w w O .. z z 4/ ,-. U I 12.zo AC. z z Z w` w I J a � II r � � o o � 1- �r H SHEET 12 SHEET 13 c 1165 a � SHEET 11 to U N d' to O W N CV - V z ,n Lo Q W w 3 4955 S.F. o Q II ° � � W tf o 2 I � z w _ � SECTION I"- �. II W 10 U.E. I LINE „ N 89 56 34 W 94.20 r Q ,�• W � SHEET 14 �- SHEET 15 2 U.E.-R.A. SHEET 16 I Fj o 25 25 E�o tiN 20w #3 I �, E/ II ( I � 4547 S.F. L.M.E. A-2004 , _ f48 " R=30.00 I I 0' U.E.L=10.51' A-_89° 55 51„ -i (N.RJ L=47.09 KEY MAP I , I N 89°56'34" W 96.02 N.T.S. -MATCH LINE 697.96 (SEE SHEET 5) - N 89°52'25" w SLUD 5268E P23 166 SHEET 4 OF 1lit I P PLAT BK 126 PG 5 -- - - -- - - -- - -- - - - - - -- - - - -- -- - -. - y v 1 1 R NGE 39 EA COU TY FLO IDA A ST CITY OF PORT ST. LUCIE ST. LUCIE N R SHEET 5 OF 16 MATCH LINE » (SEE SHEET 4) " , = O N 89 56 34 W 96.02 L� 89 55 51 69.66__tL6-17' \�L=47.09' - -,,------= -- 25 25 �- W 697.96' �. N 89 , ( I � 52 25 W I w � u co , II _ I 41.87 o ! 00 0 5 15 30 60 90 M in O R NIM �.. • N _ M J r. � rq O CJ II f� co 150 R/W e R r- d �•- O (o II (� �? - Q N II -� O ff - f N ;Y, 1125 w �o a N SCALE. 1- 30 Q x °° o O R p� � V o ( 7785 S.F. 'n °' m m rn Q o rn 1126 w w i z ti - _ 112 _ a I a 05208 S.F. ac 1(Y r� U.E. I I- oo z 4542 S.F. to ' R. 2 U.E.-A. z o 0 o 0 ,� rn 10 U.E. o o I I Q LEGEND. z W z rn I R =25.00' _ `T ` _ O » ® SET PERMANENT REFERENCE MONUMENT LIMITS m N A=89 55 51 5/8" IRON ROAD WITH 1.5" CAP z I z L=39.24 OF PLAT O o \ N STAMPED PRM L.B. #7741 - FOUND PERMANENT REFERENCE MONUMENT �- �. 44.55 48.20 48.20 » » w w 5/8 IRON ROD WITH 1.5 CAP cn cn O » STAMPED PRM L.B. #7741 w N 89 52 25 W 892.65 w 0 0 (p • - SET PERMANENT CONTROL POINT � f= Z 1 TRACT OS8 w 'n " I N SECRET GARDEN LANE "� NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 z 1- _ 12.20 AC. J -i J O FOUND PERMANENT CONTROL POINT f- F- N 89 52 25 W 989.13 NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 I w-' ••L a A DELTA ANGLE w 3 Vcn - - AC. -ACRES d- v �"'� W rn rq TRACT A B.E. - BUFFER EASEMENT I N W i co co Q � - p p CB CHORD BEARING 40' n U) ) N 890w w 52 25„ W 886.24 CH -CHORD DISTANCE _ - - - - - - - - CL -CENTERLINE co co / 43.27 48.20 48.20' _ N N D.B. DEED BOOK o o a D .E. - DRAINAGE EASEMENT p D.S.E. DRAINAGE SWALE EASEMENT I - o 00 _ w I SECTION R 25.00 L - ARC LENGTH LINE=90°04'09" _ z z L.A.E. - LIMITED ACCESS EASEMENT L 3 0 o N o L.E. - LANDSCAPE EASEMENT N N N (D (o L.M.A.E. LAKE MAINTENANCE ACCESS EASEMENT m m m L.M.E. - LAKE I MAINTENANCE EASEMENT I 25 25 w w E E w N.R. - NOT RADIAL O I I i _ _ R M N.R.T.R. - NOT RADIAL TO REAR 1124 - 1123 _ 1122 _ ti - I - I - 10 U.E. ti O O ti N.T.S. - NOT TO SCALE �i' I � N � I'� O p p p O.R.B. - OFFICIAL RECORD BOOK tb to ° 4637 S.F. ° .- O cS N 6431 S.F. o 0 4637 S.F. o i ! a ( ti o 0 o O.E.MAINTENANCE & ROOF OVERHANG EASEMENT N - I I z z z _ o co P.B. PLAT BOOK Q w o_ 0 �? � w o in P.C.P. PERMANENT CONTROL POINT O I Q N U) a N ( I PGS. - PAGES O � N I I °� I F- . m V 0-) N w P.O.B. - POINT OF BEGINNING I - R P.O.C. - POINT OF COMMENCEMENT Z O M ( In NW W co N _ O m _ �-� ro 68.19 48.20 48.20' P.S.L.D.E. PORT ST. LUCIE DRAINAGE EASEMENT to P.S.L.U.E PORT ST. LUCIE UTILITY EASEMENT p o M co O Q b N 89° 52 25„ W 933.69 (N.R.) o o P.S.M. -PROFESSIONAL SURVEYOR AND MAPPER o O F- z o M M R RADIUS o m V o TRACT OS2 0 / - RIGHT-OF-WAY to I M R W RIG T OF Y Z I z __ i Q rn 0.64 AC. _ I W S.F. SQUARE FEET 3 H- o S.T. - SURVEY TIE I I I N 89 52 25 W 933.10 (N.R.) W U.E. _ UTILITY EASEMENT _ 116.35 48.20 RAD RADIAL LINE m U.E.-R.A. UTILITY EASEMENT RESTRICTED AREA I N - P.C. -POINT OF CURVATURE N 200f FPL EASEMENT I POINT OF TANGENCY I G P.T. - Y - (O.R.B. 746, PG. 484) P.R.C. - POINT OF REVERSE CURVATURE _ P.N.R. -POINT OF NON -RADIAL INTERSECTION o i o R• N N P.R.I. POINT OF RADIAL INTERSECTION S. U. 2 co _ 090 co P.C.C. POINT OF COMPOUND CURVATURE m m a W W i 9983 S.F. 00 1091 _ 00 \ tf) � co W M to r` 4637 S.F. I o cs r` a 0o I ° co 0 0 N N O O _ O \ C7 II J � O O Z tL i Q O p w z z W nl O � �' 0o I 00, � m s0 _ W \b I s z I +-a m 54.44 V s J I R'o � 41.32 48.20 Soh T2' - - - - - - SHEET 4 SHEET 3;SHEET RHEE2 �\` C N 89052'25" W 832.81' gi s / s s . N JEWEL BOX DRIVE s 3g, s < I N 89°52'25" W 882.81' av �� - - I , w ,. Z� z � I : � ^ � a - �...� LL- N I TRACT OS8 �? \ M TRACT A J I- SHEET 5 SHEET 6 00 12.20 AC. N ti \ W Z I I ! ro II O + » , 3: W J m I I ti u J \ N 89 52 25 W 832.81 _ cn d V (ncj� Q cn o I O ci o ` 34.11 48.20 W to a I I a w 0. QW \ - w �-o �* CC)No R Q S% Z I Qo M Z'`' �� tiN `� I I ti N N II �� w CQ 11 J N cY o 4 0 u o _ N o SHEET 10 SHEET 9 SHEET 8 p it I N N z 0$9 ., w u, a 1q. Ili 6317 S.F. z w w w 10' U.E. 08 z ri 08 M 08 M i -_ 0 _ o r- r` r. o 4872 S.F. 0 4540 S.F. ' ° 4544 S.F. o 0 o o o SHEET 11 SHEET 12 SHEET 13 z I z z 1 I - I I 14.25' 48.20' 48.20' 48.20' 48.20' SHEET 15 SHEET 14 ° » 6 N 89 52 25 W 867.60 SHEET 1 MATCH LINE (SEE SHEET 10) E/ W# 3 THIS INSTRUMENT WAS PREPARED BY PERRY C. WHITE P.S.M. 4213 STATE OF FLORIDA 1 KEY MAP SAND & HILLS SURVEYING INC. 8461 LAKE WORTH ROAD SUITE 410 N.T.S. LAKE WORTH, FLORIDA 33 467 LB-7741 PSLUD 5268F P23-166 SHEET 5 OF 16 ill l- PLAT BK 126 PG 6 Fl If E 1. : : A PARCEL OF D TOWNSHIP 3 SOUTH, LAN LYING IN SECTIONS 19 AND 20, W 7 0 H, RANGE 39 EAST, CITY OF PORT ST. LUCIE ST. LUCIE COUNTY FLORIDA SHEET 6 OF 16 MATCH LINE (SEE SHEET 3) N 89°52'25" W 697.96' 55.10' 1 55.10' 48.20' 48.20' 48.20' 48.20' 48.20' 48.20' 48.20' 48.20' 0 5 15 30 60 90 CL 20 D.E. 10 10 r� _ SCALE 1 30 0 0 0 o b b b o o 0 N O N N N N N N N N N V N [r [J [r a _ 0) m O� O� o� O� �� O� 16 � M 5190 S.F. I to o I 5190 S.F. M 4540 S.F. r 4540 S.F. M 4540 S.F. r 4540 S.F. M 45 0 S.F. r 4540 S.F. M E9 4 4540 S.F. 4540 S.F. LEGEND: O ( O I O O o p p p p °O 0 o o O O o 0 0 0 0 0 0 z �! 0 z z _ z z z w z z a z z z i ® SET PERMANENT REFERENCE MONUMENT - I I i 5/8 IRON ROAD WITH 1.5 CAP o w o w STAMPED PRM L.B. #7741 N �- _ I _ N ❑ FOUND PERMANENT REFERENCE MONUMENT 5/8 IRON ROD WITH 1.5 CAP 55.10 55.10 48.20 48.20 48.20 48.20 48.20 48.20 48.20 48.20 - - - - - � - --- - - - - T STAMPED PRM L.B. #7741 W N 89052'25" W 892.65' 7_ - - - i - SET PERMANENT CONTROL POINT Z _ NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 » Z 1-1 N TRACT A H O - FOUND PERMANENT CONTROL POINT SECRET GARDEN LANE N J J F- W W NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 " N 890 52 25 W 989.13 W A DELTA ANGLE - - - - - - _ _ AC. - ACRES V In V to W W B.E. - BUFFER EASEMENT - �-' I"'- W CB - CHORD BEARING Q w (n N N Q (n cc .. .. CH CHORD DISTANCE N 89 52 25 W 886.24 (�_ CENTERLINE - - � - , - - -, - - - - - � - - � - - , - D.B. -DEED BOOK 55.10 55.10 48.20 48.20 48.20 48.20 48.20 48.20 48.20 48.20 - D.E. DRAINAGE EASEMENT D.E. Q Q D.S.E. - bRAINAGE SWALE EASEMENT 20 �- L - ARC LENGTH I i w i. w r w � L.A.E. LIMITED ACCESS EASEMENT w � D _ L.E. - LANDSCAPE EASEMENT 10 10 0 � O o - - _ N o 0 0 0 0 0 o N o o L.M.A.E. LAKE MAINTENANCE ACCESS EASEMENT. N N N N N N N N N N co w I I co cri L.M.E. - LAKE MAINTENANCE EASEMENT N (O CD CO (fl CD �o 0) 0) 0) 0) c N.R. NOT RADIAL w w w w W W w - R � N.R.T.R. NOT RADIAL TO REAR � w ►n ,n ! _ ! x ! ! ! 1119 1118 ►n 1117 ►n N.T.S. - NOT TO SCALE 1121 2 1120 M 1116 �, 1115 M 1114 �, 1113 �, 1112 o_ o_ o_ o_ o_ o_ o_ o ti m ti ti ►- ►� ti ti ti ti N O.R.B. OFFICIAL RECORD BOOK o 0 4637 S.F. 0 4637 S.F.0 4637 S.F. 0 4637 S.F. 0 46 7S.F. 4 37S.F. 0 0 _ 5301 S.F. 5301 S.F. 0 3 S 6 S 4637 S.F. 4637 S.F. o �` o 0 0 0 0 o o e o O.E. MAINTENANCE &ROOF OVERHANG EASEMENT o O o P.B.- PLAT BOOK I ( o 0 0 0 0 0 o S S L z z 0 o z z z z z z z z P.C.P. PERMANENT CONTROL POINT z PGS. PAGES P.O.B. - POINT OF BEGINNING P.O.C.POINT 0 COMMENCEMENT .- P NT F I I P.S.L.D.E - PORT ST. LUCIE DRAINAGE EASEMENT P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT 55.10 55.10 48.20 48.20• 48.20 48.20 48.20 48.20 48.20 48.20 P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER N 89°52'25" W 933.69' R _ RADIUS (N.R.) R/W - RIGHT-OF-WAY TRACT OS2 0 _ TRACT "OS2" S.F. - SQUARE FEET M A 0.64 AC. 0.64 AC. S.T. - SURVEY TIE (N.RJ U.E. -UTILITY EASEMENT N 89052'25" W 933.10' RAD RADIAL LINE 55.10' _ 55.10' 50.20' 50.20' 50.20' 50.20' 50.20' 50.20' 48.20' 48.20' U.E.-R.A. UTILITY EASEMENT -RESTRICTED AREA o O � v P.C. POINT OF CURVATURE �N i P.T. - POINT OF TANGENCY N I IN N c" P.R.C. POINT OF REVERSE CURVATURE w - R P.N.R. POINT OF NON- w RADIAL INTERSECTION ! U') m - - _ _ = P.R.I. POINT OF RADIAL INTERSECTION o rn _ O o 0 0 0 0 0 0 0 _cy j� N f` N N N N N N N N N P.C.C. - POINT OF COMPOUND CURVATURE CO O (D O � C Q1 o CO CO Cfl CO 40 CO Cfl to W 09 O W O W W W W w w W W w ! � z 09 ! 09 ! 09 ! 09 ! 09 ! 09 ! 099 :. ! 1100 ! 1101 ! z � � 0 0 � � � O � O � O Lo rn 5301 S.F. I _ I rn rn M rn K, rn M K, K, ti o 5301 S.F. ;� 4829 S.F. 4829 S.F. ;` 4829 S.F. ti 4829 S.F. ti 4829 S.F. 4829 S.F. ;4637 S.F. ;� 4637 S.F. % 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 _ o o I I o 0 0 0 0 0 0 0 0 O O O 0 0 0 o O 0 0 0 z w 20' D.E. z a z z z z z w z z c z 10, 10, 55.1 ' __ TSHEET 4 SHEET 3 SHEET 2 0 55.10 50.20 50.20 50.20 50.20 50.20 50.20 48.20 48.20 t T N 89052'25" W 832.81' W .. N TRACT A � JEWEL BOX DRIVE N Z N 89 52 25 W 882.81 J F- - - --- - - - - W w•- - Zti w H SHEET 5 SHEET 6 SHEET 7 V cn -� N N �J I-w TTw i Q W N 89°52'25" W 832.81' _ Q cn V (n to - ._ - 55.10' 55.10' 48.20' 48.20' 48.20' 48.20' 48.20' 48.20' 48.20' 48.20' ~ W cn w w w w SHEET 10 SHEET 9 SHEET 8 N N N N N N N N N N N N d7 I 0) I 0) 0) 0) w W W W W W W W W W W n 08 Lo 08 Ln 08Lo08 1081to080 Lo 07 Ln 07 Ln 07 Ln 07Lo '` 90S.F. 4540 S.F. �` 4540 S.F. ti 4 40 S.F. r- ►� i� F i� ti 0 5190 S.F. 0 51 S. o 0 0 5 0 4540 S.F. O 4540 S.F. O 4540 S.F. 0 4540 S.F. 0 4540 S.F. o SHEET 1 SHEET i 2 SHEET 13 0 0 o a o o T1 0o I oo I 00 00 0 0 0 0 0 0 0 0 o O O o 0 0 z z z z z z z z z z z 1 C� 20 D.E. 110 10 I SHEET 14 SHEET 15 55.10' 55.10' 48.20' 48.20' 48.20' 48.20' 48.20' 48.20' 4 . 4 SHEET 16 8 20 8 20 8.20 N 89052'25" W 867.60' THIS INSTRUMENT WAS PREPARED BY MATCH LINE (SEE SHEET 9) PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA Eiw #3 SAND & HILLS SURVEYING, INC. 8461 LAKE WORTH ROAD, SUITE 410 1 KEY MAP LAKE WORTH, FLORIDA 33467 N.T.S. LB-7741 PSLUD 5268F P23-166 SHEET 6 OF 16 --- - PLAT BK 126 PG 7 r A PARCEL OF L G - TOWNSHIP 37 SOUTH AND LYING IN SECTIONS 19 AND 20, , RANGE 39 EA COUNTY, ST, CITY PORT ST. LUCIE, ST. LUCIE C , FLORIDA SHEET 7 OF 16 R=3880.00 A0 02 12" 6=0044'52" L=2. w 48 L-50.64' (N.R.) 175N83°38,05" W 95.02 ro-� MAT CHLINE R=35.00t 47 (SEE SHEET 2) L=50.94' MATCH LINE t N 83°34' 25 04 W o (SEE SHEET 2) 25 95.00 '"" '--•- N 89°52'25" W 697.96' II e L (3 - o ° 0 5 15 30 60 90 _ 48.20' 20.00' 48.20' 43.89' T 0 W'- O/ . N1`0 N N - g) tD O D Oa o �20' D.E. & _ 0 ior: SCALE: 1" 30' 20' L.M.A.E. N If ui 0 0 0 o d ti w ^ a, I �o N m V 14 5387 S.F. it 20 N N N N [� II II II (D Q I Q J v v � v M 114 a � �, z v L.M.E. 1138 1139 1140 0 8571 S.F. I► ~' ° W 9 , m m N m m w O w O O w O w 1141 o I 4 x N 84 40 39 5.Q0' a L 0 10' U.E-_ I LEGEND: ti 4540 S.F. ti V o i". 4540 S.F. ti 4541 S.F. z n 5372 S.F. z 2' U.E.-R.A. 0 o Q o 0 0 0 2' U.E.-R.A. °D ; _ ® -SET PERMANENT REFERENCE MONUMENT O O O Q O O N I rn a z z z z z w R_ 0 , II _ 5/8" IRON ROAD WITH 1.5" CAP In - =25. 0 " d ono -c\I STAMPED PRM L.B. #7741 Lq - A-85 27 38 �, I o i' 80 OD RIVERLAND PARCEL D p -FOUND PERMANENT REFERENCE MONUMENT L-37.29' N d _I 4714 S.F. o 5/8" IRON ROD WITH 1.5" CAP l PLAT FIVE STAMPED PRM L.B. #7741 _.L_ N -� � I �-10' U.E. d -' (P.B. 124, PG. 1) • - SET PERMANENT CONTROL POINT 48.20' 20.00' 48.20' 48.20' - _ 48.20'_ _ 43.10- / N 85°38'55" W 95.00' NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 Ld N 89052'25" W 892.65' O - FOUND PERMANENT CONTROL POINT Z V - w NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 F-� ro m i SECRET GARDEN LANE N N _ A - DELTA ANGLE = W LO - M - AC. - ACRES = W N 89052'25" W 989.13' N M I ED V: R=2880 00 to 0 N B.E. BUFFER EASEMENT - - - - - V- - o rj o _ o >t » CB CHORD BEARING z II II ° c A 6 27 47 w I II J J 4714 S.F. o CH CHORD DISTANCE " " I Q II -• 9 w TRACT A II J L--324.86 Q� N ... � I 4 �. -CENTERLINE cc - D.B. DEED BOOK G o N 89 52 25 W 886.24 N 86 D.E. DRAINAGE EASEMENT 3712 W 95.00t D.S.E. - DRAINAGE SWALE EASEMENT 52.60' S2.60' - 48.20' T T48.20' ,� u 49.17 I L - ARC LENGTH II Q - a J � � L.A.E. LIMITED ACCESS EASEMENT 15 D.E. - - _ " t,� � R O � TRACT L21 L.E.ELANDSCAPE EASEMENT I, w = t ti o I. �- 7.5 w R 25.00 .- N L.M.A.E. -LAKE MAINTENANCE ACCESS EASEMENT A=92°39'26" -`r 'r' � 0 06 60 m L.M.E. - LAKE MAINTENANCE EASEMENT o o ►� I` ° b 7.5 iv o o b L=40.43' N m I o `n on N.R. - NOT RADIAL N N N N N u J 4714 S.F. O �r o cD II a If N.R.T.R. - NOT RADIAL TO REAR N w CD CD II Q J m 0 - � 1 4 N.T.S. NOT TO SCALE I c0 I 0 U.E. d I w m w w w I _ O.R.B. OFFICIAL RECORD BOOK w � x _ N 87°35'28" � _ 1111 & 'n 1108 o W 95.00 O.E. MAINTENANCE & ROOF OVERHANG EASEMENT O I I 1110 ,� 1109 to O n 110 m. o O I' - ti ti ti ti � M 00 . � _ I o P.B. -PLAT BOOK 0 5060 S.F. r` 5060 S.F. 0 4637 S.F. 0 4637 S.F. o o o P.C.P. - PERMANENT CONTROL POINT 0 0 0 6904 S.F. m o 0 0 0 LIMITS o I° I o 0 0 o rn PGS. -PAGES O ti N II I: I I II z o z z z [III ►� . _ - P.O.B. - POINT OF BEGINNING �� ti. OF PLAT z x _ d o 0 ►n o P.O.C. POINT OF COMMENCEMENT rn _ I W ® rn u N o � rn P.S.L.D.E. - PORT ST. LUCIE DRAINAGE EASEMENT - 5147 S.F. o rh m u _ to P.S.LU.E. -PORT ST. LUCIE UTILITY EASEMENT e rh it I I I J Lf) In II Q CD o I II N M ti w P.S.M. -PROFESSIONAL SURVEYOR AND MAPPER - II 4 R - RADIUS 52.60' 52.60' 48.20' 48.20' 71.70' ti � 4 p L _. -. R/W -RIGHT-OF-WAY N 89°52'25" W 933.69' N Q ° t"S.F. SQUARE T u O N 88 39 05 W 95.00 SSQ E FEE (N.R.) t " 20' S.T. -SURVEY TIE _ I 4 TRACT "OS2" o o 0 34 06 Q _ • to TRACT OS2 _ t � � - U.E. UTILITY EASEMENT L=30.01 o L.M.E. 0.64 AC. ,0.64 AC. RAD -RADIAL LINE o � F- (N.R.) I WESTERLY BOUNDARY OF U.E.-R.A. UTILITY EASEMENT RESTRICTED AREA to N 89 52 25 W 933.10 N Q rn co ro o RIVERLAND PARCEL D PLAT FIVE P.C. - POINT OF CURVATURE 48.20' 48.20' 48.20' 48.20' t ,on � M o rn P.T. -POINT OF TANGENCY 2 67.96 n w I o u, 06 o ro (P.B. 124, PG. 1) tr � ° ,n P.R.C. - POINT OF REVERSE CURVATURE 5147 S.F. J P.N.R. POINT OF NON -RADIAL INTERSECTION P.R.I. -POINT OF RADIAL INTERSECTION �o P.C.C. - POINT OF COMPOUND CURVATURE olI � t 0 0 0 0 o d J I N 89 42 42 W 95.00 N N N N N CO (D 0 CD CO ' 0') 0') 0')m 0') 2' U.E.-R.A. t tt w w w w w w40 0 0 09 42 P.T. x 110 1103 r 1104 . 1105 _ L=8.4o 0=0°09'42" � 0 1106 �, L=8.13' 4637 S.F. 4637 S.F. r4637 S.F. "' 4637 S.F. 0 0 0 6381 S.F. o os RIVERLAND PARCEL D 0 �� ( 0 0 0 0 0 0 o M o 4627 S.F. o PLAT FIVE 00 Li z = ' z I '�t z Z Z Z R 25.0o I ( (P.B. 124, PG. 1) I _ A=90°00'00" w L=39.27' o N 89052'25" W 95.00' - w SHEET 4 SHEET 3 SHEET 2 00 48.20' 48.20' 48.20' 48- T.20' 42.69' / N 89°52'25" W 832.81' - I I o I ® o � - - cO N 0 N H CD JEWEL BOX DRIVE N o 4579 S.F. v00 M N = W - - - N 89°52'25_W 882.81' - - C0 w ti SHEET 5 SHEET 6 SHEET 7 V ;n w I I N 89°52'25" W 95.00' F- w TRACT "A" N I o a o Imo' w Q (n o o in N 89052'25" W 832.81' z oo O TRACT "L21" - - z 52.60' 52.60' 48.20' - - 48.20' S3. 0' - z I N ( 069 N 0F� Q I �---10' U.E. 4579 S.F. vco SHEET 10 SHEET 9 SHEET 8 R=25.00' >A Ui w=90000,00" w = L-39.27' I ~ N N N �I N O ON N Q N 89°52'25" W 95.00' m I m I m m m 2' U.E.-R.A w 07 I 07 07 M 07 m 10' u.E-- �-+2' U.E.-R.A. SHEET 11 1071 I I - I I SHEET 12k__§HEE3 r 4955 S.F. ti 4955 S.F. �` ti 4668 S.F. ti a ti ( M 070 N 20' ° 0 40 S.F. O o 7176 S.F. L.M.E. © I O I o 0 0 o I C I 4578 S.F.co 0 0 0 45 0 0 0 0 o ZA=9°49'42,tz z z z ZD O W z 25' 25'L=6.86'CL 15 D.E. ro I': (N.R.)N Cr A=33°21'30" 14 ° „c0 �') M ^ L=23.29' N 89°52'25 W 94.41' SHEET 1 7.5 ro ro J ° N _ SHEET 16 --7.5' '- d "�' (N.R.) / � 49 27 30" MATCH LINE 5 1 52.60, 148.20' z N 89052'25" W 71.51' / L=34.53' (SEE SHEET .8) N 89052'25" W 867.60' =40.0 R o THIS INSTRUMENT WAS PREPARED BY E A=49°27'30" MATCH LINE L=34.53' PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA _ 1 (SEE SHEET 8) R=50.00' SAND & HILLS SURVEYING, INC. KEY MAP A=91 °38' 12" L=79.97, 8461 LAKE WORTH ROAD, SUITE 410 N.T.S. KFLORIDA3 LAKE WORTH, FL 3467 LB-7741 - 6 PSLUD 5268E P23 1 6 SHEET 7 OF 16 PLAT BK 126 PG 8 -- -- --- --- i[OA aEL D PIL S X A PARCEL OF LAND LYING IN SECTIONS 19 AND 20 TOWNSHIP 37 SOUTH, RANGE..39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA SHEET 8 OF 16 MATCH LINE (SEE SHEET 7) (N.R.) r. N 89052'25" W 94.41' MATCH LINE N 36 30 4, E 1 .11' 0 5 15 30 60 90 2 (N.R.) I \ 0=39°37'49" (SEE SHEET 7) N 89° . 5" W _ , 52 2 71.51 _ L 27.67 ° » R=40.00' R 40.00 N 89 52 25 W 867.60 _ ° » = o » w w _ , " A-49 27 30 A 49 27 30 TRACT :.: _ 0 o A=16 06 00 _ _ ��P » » N N L=11.24' L 34.53 L 34.53 �. OS4 o \ . 20 SCALE: 1" = 30' 2 0.23 AC. �� S �� _ L.M.E. � \ 0=2°33'39" ram- �s I 6_ N � - TRACT OS30 � L_ s5.51 o R-50.00 r'- / 0.14 AC. 00 ° » 6' , =91 38 2 U E 1 = » 10 , A 62 33 39 Q 20 D.E. L 79.97 _ ° » � �. _ LEGEND • L 65.51 0 10 19 44 R-60.00 ° » L=16.22 - ° N 89 52 25 W 20 D.E. & 98 55 00 V R 60.00 61.56 , ° » 0 SET PERMANENT REFERENCE MONUMENT L-103.59 - Q �-98 55 00 20 L.M.A.E. I DC 5/8" IRON ROAD WITH 1.5" CAP N 89 52 25 W = - RIVERLAND PARCEL D STAMPED PRM L.B. #7741 30.53 0 - - - 2 - - ❑ -FOUND PERMANENT REFERENCE MONUMENT W o PLAT FIVE » » M E. P � L �. 5/8 IRON ROD WITH 1.5 CAP 4 PG. 1) 00 F, (P.B. 12 , STAMPED PRM L.B. #7741 F-- o » 2 J » » _ • -SET PERMANENT CONTROL POINT � 40 01 52 _ W o » „ TRACT L24 _ �-L.B.741 L=62.88 0 36 2122 NAIL WITH 1.25- DISK STAMPED PCP L. #7 W co 2 I L=3s.o7 TRACT WATER MANAGEMENT TRACT � o O -FOUND PERMANENT CONTROL POINT V !n R=40.00' �-36 21 22 L� 2 42 OS4 NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 W 3.94 AC. , = L=46.66' A=49°2T30" �=49°2T30" " _ W L 38.07 _ s o 0.23 AC. DELTA ANGLE Q L-34.53 L=34.53 0 32 40 43 fn _ L22.81 , ry AC. -ACRES cc c B.E. BUFFER EASEMENT 0 CB - CHORD BEARING TRACT OS3 r %N 89 52 25 W 93.30 �� m CH - CHORD DISTANCE 0.14 AC. .� (N.R.) �° I - co � � CENTERLINE _°» LIMITS w 0 16 46 48 _ LINT D.B. -DEED BOOK R=45.00' L 11.71 D.E. - DRAINAGE EASEMENT rn o 118 - o » .� O OF PLAT A=127 40 40 = v ro D.S.E. - DRAINAGE SWALE EASEMENT _ r N I [r L-100.28 (N.R.) I N N 4136 S.F. L ARC LENGTH II N 89052'25" W L.A.E. - LIMITED ACCESS EASEMENT Q 39.33' O ° » L.E. - LANDSCAPE EASEMENT 1 N 89 52 25 W 95.00 L.M.A.E. -LAKE MAINTENANCE ACCESS EASEMENT I � TRACT "L21" 10 U.E.. L.M.E. - LAKE MAINTENANCE EASEMENT w o _ w W o � .-. � �••� N.R. NOT RADIAL N- N J M b N 1188 in N.R.T.R. - NOT RADIAL TO REAR w ° » 6, co v; I uri O N 89 24 35 E 252.E I 1cq N.T.S. NOT TO SCALE ' ti a N Q � 3594 S.F. ,~ O.R.B. - OFFICIAL RECORD BOOK 46.00 46.00 37.83 _ 37.83 37.83 ,� N I w � � _ � � O.E. -MAINTENANCE &ROOF OVERHANG EASEMENT _ _ a CL 15 D.E. ,�, oo ti rn , p ( 1 ° » � P.B. -PLAT BOOK ,n o o ( ti I N 89 52 25 W 95.00 0)� o I o _ P.C.P. -PERMANENT CONTROL POINT �:17.51 to u m - _ - II N o _J oz .. > PGS. -PAGES P.0 B. - POINT 0F BEGINNING m ti v N ti N o � M O P.O.C. -POINT OF COMMENCEMENT ti , r I 1 1189 _ to U)m co 25 25 O P.S.L.D.E. PORT ST. LUCIE DRAINAGE EASEMENT °' °' I co ( °' ^ _ 3 I � 3594 S.F. r� P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT w w w 3 w � ,n w 36 364 I 1 359 _ 360 = 1361 6230 S.F. I P.S.M. -PROFESSIONAL SURVEYOR AND MAPPER �O � O� O w 0 I _AUS rn rn rn I = 1 3670 S.F. 3778 S.F. o I N 89°52'25" W 95.00' m R RADIUS - -3590 S.F. 3608 S.F. ti 4412 S.F. 4438 S.F. r` ° �.. ,.� o o •- R/W -RIGHT-OF-WAY o ° ° o I o .- S.F. SQUARE FEET 0 0 0 0 0 0 I° 1 o z 0 0 0 o S.T. -SURVEY TIE 0 0 Q z II IQ z z z w o z _ rn oEASEMENT R 25.00 � U.E.UEUTILITY z ° " ro o - _ o 0 1190 - 1 _ Ln RAD RADIAL LINE I � 90 00 00 I co - co o w , w w O . I'n - -EASEMENT-RESTRICTED REA L=39.27 _ = I M I � U.E. R.A. UTILITY A a I 4142 S.F. u, �n - P.C. POINT OF CURVATURE N rn rn j I i _ _ _- 1� _ ►� ►� O P.T. POINT OF TANGENCY 0 no I ' , , p 37.83 37.83 46.00 46.00 37.83 37.83 ° ° 26.96 / P.R.C.. POINT OF REVERSE CURVATURE - - o0 o N 89°52 25 W 95.00 0 P.N.R. - POINT OF NON -RADIAL INTERSECTION T_ N 89052 25» W 832.06 z z O P.R.I. -POINT OF RADIAL INTERSECTION P.C.C. - POINT OF COMPOUND CURVATURE BRIGHTSIDE WAY N II 1191 N 890 52 25 W 882.06 O 4143 S.F. �r - TRACT A to ..� ' N � RIVERLAND PARCEL D r Q N 89052 25» W 95.00' N 89 52 25 W 832.06 PLAT FIVE 29.00, 43.60' 43.60' 29.00' 37.83' 37.83' 29.00' 38.60' V (P.e. 24, PG. 1) CD Q 1 I 119 0 w _ M 94 S.F. M H T 4 SHEET 3 SHEET 2 w R 25.00 35 S EE - A=90000'00" o , L=39.27 ° » 0 zli o o I N 89 52 25 W 95.00 zo) N N N N N N N N 1 � � � � � - w w w w w w w w 2' U.E.-R.A � 2' U.E.-R.A. W _ 32 324 32LO132 1321 320 1319 1318 0 119300 (n r` r- ti ►- F- O ti O ti ti O I I ti ►� V o 2790 S.F.o 4194 S.F. 0 4194 S.F. 0 2790 S.F. 0 3639 S.F. 3639 S.F. 0 2790 S.F. o 0 o I rn I 3594 S.F. rh SHEET 5 SHEET 6 SHEET 7 �- W o0 00 00 00 00 00 00 00 5984 S.F. c�, W I F) N �� z z z z z z z z NI 10 U.E. N 89052'25" W 95.00' Q -- I ' p b Q N O 20' » TRACT L21„ Z I I � E 10 U.. � - 1194 w o - L.M.E. 29.00, 43.60' 43.60' 29.00, 37.83' 37.83' 29.00' 63.60' _ ° 4370 S.F. �, SHEET 10 SHEET 9 SHEET 8 N 89 52 25 W 932.03 r` 11 ti o - ° o o Q ti TRACT OS5 o TRACT OS5 0 o 11 1111 IlTll o z N 89 52 25 W 95.00 _. 0.64 AC. 0.64 AC. r� p ° 1I 'T_ L N 89 52 25» W 932.00 - - - - :: MATCH LINE , SHEET 1 SHEET 12 SHEE T 13 o 0 1195 (SEE SHEET 13) 25 25 (D I O 1 � _ 1 4370 S.F. •�,. a r II SHEET 14 N 89 52 25» W 95.00, SHEET 15 SHEET 16 E MATCH LINE THIS INSTRUMENT E H S NSTRUM NT WAS PREPARED BY (SEE SHEET 13) PERRY C. WHITE P.S.M. 4213, STATE OF FLORIDA �w 3 E SAND & HILLS SURVEYING INC. 8461 LAKE WORTH ROAD SUITE 410 1 KEY MAP LAKE WORTH, FLORIDA 33467 R H, N.T.S. - LB 7741 PSLUD 5268F P23-166 SHEET 8 OF 16 n------ - PLAT BK 126 PG 9 FP E } Pm s P x Elf El ARC .. A PARCEL OF LAND LYING IN SECTIONS 19 AND 20 TOWNSHIP 37 SOUTH RANGE 39 EA CITY T. LUCIE COUNTY FLORIDA ST, IT OF .PORT ST. LUCIE, S , SHEET 9 OF 16 r 0 5 15 30 60 90 M , ATCH LINE (SEE SHEET 6) SCALE: 1" = 30' w N 89e52'25" W 867.60' w L,.i N N N J J h J LEGEND: ® - SET PERMANENT REFERENCE MONUMENT 5/8" IRON ROAD WITH 1.5" CAP STAMPED PRM L.B. #7741 p - FOUND PERMANENT REFERENCE MONUMENT 5/8" IRON ROD WITH 1.5" CAP STAMPED PRM L.B. #7741 1? � • - SET PERMANENT CONTROL POINT Z LLB ^ NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 ..j 1- O - FOUND PERMANENT CONTROL POINT zLi! " W TRACT »L24 » l F- NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 -� V = W A -DELTA ANGLE �. WATER MANAGEMENT TRACT xw AC. -ACRES W V !� B.E. = BUFFER EASEMENT Q LU 3.94 AC. fn IAJ CB - CHORD BEARING W Q _ CH CHORD DISTANCE CL - CENTERLINE D.B. - DEED BOOK D .E. - DRAINAGE EASEMENT D.S.E. DRAINAGE SWALE EASEMENT AR C R L C LENGTH L.A.E. -LIMITED ACCESS EASEMENT L .E. - LANDSCAPE EASEMENT .M.A.E. - LAKE AINTENANCE ACCESS EASEMENT L.M.A.E. M L.M.E. - LAKE MAINTENANCE EASEMENT N.R. - NOT RADIAL - N.R.T.R. NOT RADIAL TO REAR 77- N.T.S. - SCALE NOT TO C - OFFICIAL RECORD w w w O.R.B. 0 ICI L RECO BOOK O p p 252.66 N - O.E. MAINTENANCE & ROOF OVERHANG EASEMENT J N N , -i --� e , " P.B. PLAT BOOK N 89e 52 25„ W 649.44 N 89 24 35 E P.C.P. -PERMANENT CONTROL POINT 48.50' 48.50' 29.00' 37.83' 37.83' 29.00' 43.60' 43.60' 37.83' 37.83' 29.00' 43.60' 37.60' PGS. PAGES 20 - D.E. P.O.B. POINT OF BEGINNING o j P.O.C. POINT OF COMMENCEMENT o 10 10 C0 P.S.L.D.E. PORT ST. LUCIE DRAINAGE EASEMENT P.S.L.U.E. -PORT ST. LUCIE UTILITY EASEMENT 0 0 - - -P.S.M.- PROFESSIONAL SURVEYOR AND MAPPER o 0 0 0 0 0 0 0 0 o r� PSM P ESSIO L N p N - N N N N N N N N N N N R RADIUS d' cr �t v- v v' v d• v' w' �` �' d' v m o) m m m m m o') m o') m m R/W - RIGHT-OF-WAY 34 S.F. - SQUARE FEETI_ 34 L to � � � L� L� � L� L� S.T. -SURVEY TIE4569 S.F. � 4569 S.F. n 2732 S.F. � 3564 S.F. 3564 S.F. rn 232 S.F. 4107 S.F. 107 S.F. rn3564 S.F. n 3564 S.F.V)2732 S.F. n 4107 S.F. n 4116 S.F. r n, U.E. - UTILITY EASEMENT o ti o 0 0 0 0 0 0 0 _o 0 0 0 e o . e e e e RAD RADIAL LINE O e o 0 o O o 0 0 0 0 0 0 0 o I I O o 0 o z z U.E.-R.A. -UTILITY EASEMENT -RESTRICTED AREA oo q o 0 0 0 0 0 �i o Q o z w z z z z z z z z z z P.C. - POINT OF CURVATURE P.T. - POINT OF TANGENCY IJi o o w P.R.C. - POINT OF REVERSE CURVATURE N P.N.R. - POINT OF NON -RADIAL INTERSECTION l l P.R.I. - POINT OF RADIAL INTERSECTION 48.5o 48.50 1 _ 29.00 37.83 37.83 29.00 43.60 43.60 37.83 37.83 29.00 1 �43.60 43.60 P.C.C. - POINT OF COMPOUND CURVATURE N 89e52'25" W 832.06' in N »n TRACT A BRIGHTSIDE WAY N - - N 89e52'25" W 882.06' N N N 89 52 25 W 832.06 37.83' 37.83' 48.50' 48.50' 29.00 37.83' 37.83' 29.00' 43.60' 43.60' 29.00' 37.83' - 37.83' SHEET 4 SHEET 3 SHEET 2 w w w ::3 w -- W o : 10, 10 a W Z O N N oN N R) p N N N N N N N N N N N N 00 Z N �? co cfl co co co co cfl co cfl co I-i m o') m oo co m m m m m m m m m m11 J w w w w m m I w w w w w w w w w w J w SHEET 5 SHEET 6 SHEET 7 = w 33 33 336 I w w 33 33 33 � 33 � 1331 � 330 329 ►n 32 32 32 _ = rn rn rn in Iin rn fh to rn M rn rn M rn rn V V 0 3639 S.F. 0 3639 S.F. 0 4666 S.F. ti ti 4666 S.F. 0 2790 S.F.O 3639 S.F. 0 3639 S.F. 0 2790 S.F. 0 4194 S.F. 0 4194 S.F. 0 2790 S.F. 0 3639 S.F. 0 3639 S.F. 0 w Q W o e o O p o o e o e e e e e o W O O O e I e0 0 O O O O O o O O O O N O O O O O O O O O O O O O O O W I Q Q � \ 0 i/i S O O .. z z z z z z z _zl z _ Iz z z z z z z Z SHEET 10 SHEET 9 SHEET 8 37.83' 37.83' 48.50' 48.50' 29.00' 37.83' 37.83' 29.00' 43.60' 43.60' 29.00, 37.83' 37.83' c Iry N 89e52'25" W 932.03' - - " " N 08e54'07" E " " TRACT OS5 Nos 54 07 E TRACT OS5 0 TRACT "OS5" , 0.64 AC. 24.28 24.28' 0.64 AC. 0.64 AC. SHEET 11 SHEET 12 SHEET 13 N 89e52'25" W 932.00' N 00 07 35 E MATCH LINE 99.97' (SEE SHEET 12) Non 07 35 F qNF�T l � SHEET 14 THIS INSTRUMENT WAS PREPAF BY FLORIDA F10 1 KEY MAP N.T.S. PSLUD 5268E P23-166 SHEET 9 OF 16 PLAT BK 126 PG 10 JHIVU M fl1L.L.0 OUR V L. 111V17, lm'j. 8461 LAKE WORTH ROAD, SUITE 410 KEY MAP LAKE WORTH FLORIDA 33 467 N.T.S. LB-7741 PSLUD 5268E P23-166 SHEE T 10 OF 16 PLAT BK 126 PG 11 rI A if E IY [L-AM A PARCEL OF 20 TOWNSHIP 37 SOUTH LAND LYING IN SECTIONS 19 AND , RANGE 39 EA LUCIE COUNTY FLORIDA ST, CITY. OF PORT ST. LUCIE, ST SHEET 11 OF 16 0 5 15 30 60 90 MA TCH LINE SCALE: 1 = 30 (SEE SHEET 10) - N 89052'25" W 932.00' 58.65' 29.00, 37.83' I 25' I 25' f II `WII LEGEND: _ ® SET PERMANENT REFERENCE MONUMENT _ o 0 I'n N 5/8" IRON ROAD WITH 1.5" CAP Q M N I rn t 29 cfl m co STAMPED PRM L.B. #7741 roI �' o I' I w w W - FOUND PERMANENT REFERENCE MONUMENT � rn V N o 5503 S.F. 29 29 ❑ i c�i z t ;n in 5/8" IRON ROD WITH 1.5" CAP 150 R/W I I m t o Q r` M rn rn STAMPED PRM L.B. #7741 N : � � � ti 2790 S.F. � 3639 S.F. ti z z t� F- 2' U.E.-R.A. o 0 o O -SET PERMANENT CONTROL POINT . o O ci o 0 o NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 w w o R=25.00' z z w z O -FOUND PERMANENT CONTROL POINT VQ A=89°55'51" NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 ---10' U.E. I O o a �' L=39.24' o A - DELTA ANGLE z I z F- AC. -ACRES B.E. -BUFFER EASEMENT N 33.56= 29_00' — 37_83' ____ CB - CHORD BEARING T T �+ CH - CHORD DISTANCE LIMITS f w 3 N 89°52'25' W 881.91 CENTERLINECL I TRACT "OS8" �o D.B. - DEED BOOK I OF PLAT I I STARKISSED LANE N 12.20 AC. D.E. -DRAINAGE EASEMENT f SECTION N 89°52'25" W 981.85' D.S.E. - DRAINAGE SWALE EASEMENT LINE Q - - - - L - ARC LENGTH 3 L.A.E. - LIMITED ACCESS EASEMENT Q TRACT "A" L.E. LANDSCAPE EASEMENT N L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT j L.M.E. - LAKE MAINTENANCE EASEMENT M = I N 89°52'25" W 881.79' — N.R. _ NOT RADIAL �n N.R.T.R. NOT RADIAL TO REAR 33.44' 29.00' 37.83' N.T.S. - NOT TO SCALE m a O.R.B. - OFFICIAL RECORD BOOK R=25.00' i; i O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT 40' p0°04'09" � _ P.B. - PLAT BOOK 0 I w _ b W .. P.C.P. - PERMANENT CONTROL POINT L.30 N o 1Z-1 N PGS. -PAGES d- J P.O.B. - POINT OF BEGINNING 00 I co I I�-10' U.E. ;� � w W P.O.C. - POINT OF COMMENCEMENT n `- I I tico _ _ P.S.L.D.E. - PORT ST. LUCIE DRAINAGE EASEMENT ap N I °�° ,r, I I 1291 o V in P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT U ! I I W.. P.S.M. - PROFESS IONAL SURVEYOR AND MAPPER3930 S.F. o Q (D oQ LLJ R - RADIUS NI 6$48 S.F.W o. °'3466 S.F. ro o R/W - RIGHT-OF-WAY z 0 M o N N- S.F. - SQUARE FEETp IQ-o0io ti M S.T. -SURVEY TIEN I'I 0) 6 Z 0 O I fII o &)� o ° Nco z � U.E. - UTILITY EASE MENT � o coo RAD - RADIAL LINEg OZ o U.E.-R.A.-UTILITY EASEMENT -RESTRICTED AREA O P.C. - POINT OF CURVATURE Z o P.T. - POINT OF TANGENCY 0 N 89052'25" W Lo P.R.C. POINT OF REVERSE CURVATURE T7z I I 683.2T P.N.R. - POINT OF NON -RADIAL INTERSECTION _ P.R.I. - POINT OF RADIAL INTERSECTION rT 58.33' 29.00' R=30.00 P.C.C. - POINT OF COMPOUND CURVATURE N 89°5634" W 94.58' L�=90°04'09" 200' FPL EASEMENT I r I o I I J (N.R.) 0=9006'57" L=47.16' (O.R.B. 746, PG. 484) Q u-) 23 L=4.77' 20' oo w I K) I oo L.M.E. 4108 S.F. ~ o N 89056'34" W 94.20' f I o 3^ I I I I z o a I w » » SHEET 3 SHEET 2 I 239 _ TRACT L25 SHEET 4 r- N WATER MANAGEMENT TRACT ti I I 3564 S.F. 00 ° 3.74 AC. N U Eo p Z I I I I Q0 F- I I I N 89056'34" W 94.20' m o h-� a� I I� QK' a w o I �42' U.E.-R.A. Z o_ I I �' _ SHEET 7 3 u- N 240 o SHEET 5 SHEET 6 0 I I °D m 6 3) 5 4 S.F. rr"n I ti z rn I m=0054'09'• TRACT "OS8" 25' 25' a (N.R.) L=4.73 f ~ L 12.20 AC. I N 89°5 '34" W 94.24'Q 10' U.E I 6 20 Z w I I D R=300.00' - r „ SHEET 10 SHEET 9 SHEET 8 I o I 1241 n� A_ 20° 1124" � w ry L=105.72' ' rn 4170 S.F. n, v w_ I� .o N _ a f (N.R.) i I I N 89°56'34" W 98.12' 100 SHEET 11 SHEET 12 SHEET 13 MATCH LINE (SEE SHEET 16) SHEET 15 SHEET 14 SHEET 16 THIS INSTRUMENT WAS PREPARED BY PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA 3 SAND & HILLS SURVEYING, INC. 1 8461 LAKE WORTH ROAD, SUITE 410 KEY MAP LAKE WORTH FLORIDA 33467 N.T.S. LB-7741 PSLUD 5268F P23-166 SHEET 11 OF 16 o PLAT BK 126 PG 12 . � l W-1 A ML RE E[L I - A7 EA r E D [L , l A PARCEL OF LAND .LYING IN SECTIONS 19 AND 20, TOWNSHIP 37 SOUTH, .RANGE 39 EAST, CITY OF PORT ST. LUCIE ST. LUCIE COUNTY, FLORI DA . SHEET 12 OF 16 0 5 15 30 60 90 1 = 30 SCALE: MAT LI NE INE (SEE SHEET 9) N 89052, 25" W 932.00 9.00' 37.83' 37.83' 37.83' 29.00' 48.50' 48.50' 29.00 37.83 37.83 29.00 43.60 43.60' 2 20 D.E. LEGEND: SET PERMANENT REFERENCE MONUMEN T 10 10 O O O O - - 5/8" IRON ROAD WITH 1.5 CAP - - O N N N N 0 0 o r. o "� N N N cy N STAMPED PRM L.B. #7741 N N N Ql N tD Co CO N (O CO 0) CO t0 co co m m m m � p -FOUND PERMANENT REFERENCE MONUMENT CD cfl m I co I� m m m o� m CD m m m m m w w w w w w 30 w 306 `'' 30 4J 30 w 309 w 5/8" IRON ROD WITH 1.5" CAP 30 _ 30 = 30 _ _ ;n U., � � STAMPED PRM L.B. #7741 �_'' 300 1301 � � I O M rn !h rn 3639 S.F. - 639 S.F. - r �, �, I K' 790 S.F. �`' 3639 S.F. r`' 3639 S.F. - 2790 S.F. - 4194 S.F. 4194 S.F. 2790 S.F. ti ti 3 ti 3639 S.F. _ 2790 S.F. 4666 S.F. ►� rn - 4666 S.F. r- 2 ti ti ►�- ti • -SET PERMANENT CONTROL POINT ti % ti ti o 0 0 0 0 ° ° ° ° 0 o O o ° ° ° ° ° ° o 0 0 00 00 00 o NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 0 0 0 0 0 o I I o 0 0 0 0 0 0 0 0 0 0 0 0 0 O -FOUND PERMANENT CONTROL POINT 0 0 0 0 o a z z " 0 o z z z z z w a z z z NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 z z z z w � z z � DELTA ANGLE I 0 i I o . w -ACRES w o D AC. N l _ B.E. BUFF ER EASEMENT N I J L - - - - CB -CHORD BEARING 0 43.60 43.60 29.00 37 .83 37.83 29.00 37.83 37.83 29.0 T _ 37.83 29.00 48.50 48.50 CH -CHORD DISTANCE - - - - - - - -- " :1- ' - -- - - CL CENTERLINE N 89°52 25 W 881.91 D.B. -DEED BOOK - D.E. _ DRAINAGE EASEMENT b TRACT A STARKISSED LANE N SWALE EASE MENT N D.S.E. -DRAINAGE N 89°52'25" W 981.85' - L ARC LENGTH - - - - - - - - - L.A.E. -LIMITED ACCESS EASEMENT L.E. LANDSCAPE EASEMENT - EASEMENT L.M.A.E. LAKE MAINTENANCE ACCESS N L.M.E. - LAKE MAINTENANCE EASEMENT N N.R. NOT RADIAL N 89052 25" W 881.79, N.R.T.R. -NOT RADIAL TO REAR -, - - - ,- -- -, - 37.83' 37.83' N.T.S. - NOT TO SCALE 37.83 29.00 ' 48.50' 48.50' 29.00' 37.83 37.83 29.00 43.60 43.60 29.00 - O.R.B. -OFFICIAL RECORD BOOK - - - - - - - - - a O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT a d P.B. PLAT BOOK w P.C.P. -PERMANENT CONTROL POINT _ _ - - � o - 0 1+� PGS. PAGES O - _ I I _ O O O O O O N w o o o _ o 0 o N N N N N cy N P.O.B. - POINT OF BEGINNING N N N N N N N N Z ,� a' �` IQ- m F- P.O.C. - POINT OF COMMENCEMENT a, a, a, m m m I I w w w w w P.S.L.D.E. - PORT ST. LUCIE DRAINAGE EASEMENT w w w w w _ _ _ _ J W w w w w w ,n = 2 P.S.L.U.E. -PORT ST. LUCIE UTILITY EASEMENT w 28 28 M 1281 280 ►� 279 27 !� V cn _ rn 290 rn 289 r*� 28 I rn I 28 r� 28 28 28 � � � � � O ti ti ti P.S.M. _PROFESSIONAL SURVEYOR AND MAPPER V to ti O ti ti ti ti ti �"- W 0 0 0 0 0 � F.� 3564 S.F. � 3564 S.F. � R RADIUS o. 2 73 o W ° .F. o ° 4107 S _ o °o _ .F. 1 7 S S 40 _ o ° ° S.F. 3564 S.F.S .F 2732 0 S.F. 64 ° 3564 S.F. ° 2732 S.F. ° 4569 S.F. ° 4569 S. . 2732 S.F. 35 0 0 0 0 o Q R/W RIGHT-OF-WAY WAY 0 0 W o 0 0 0 0 0 0 Q W I O O O o 0 o Z !� " S.F. SQUARE FEET 0 0 0 0 z z z z z z z z z z z z Z S.T. -SURVEY TIE 20 D.E. U.E. -UTILITY EASEMENT RAD - RADIAL LINE - T-RESTRICTED AREA 10 10 I U.E.-R.A. UTILITY EASEMENT -RESTRICTED 37.83' 29.00' 48.50' 48.50' 29.00, 37.83' 37.83 29.00 43.60 43.60 29.00 37. 83' 37.83' P.C. POINT OF CURVATURE P.T. -POINT OF TANGENCY N 89052'25" W 683.27' P.R.C. - POINT OF REVERSE CURVATURE - w o �'! - NON -RADIAL INTERSECTION _ w _ o N � P.N.R. POINT OF NON R o N - POINT OF RADIAL INTERSECTION N � P.R.I. J J P.C.C. -POINT OF .COMPOUND CURVATURE SHEET 4 SHEET 3 SHEET 2 . .TRACT L 25 WATER MA NAGEMENT TRACT 3.74 AC. - - • SHEET 5 SHEET 6 SHEET7 Li cn ._...- z SHEET 10 SHEET 91 1 11 SHEET 8 • ._.--. TCH LINE MA EET 15) (SEE SH SHEET 11 SHEET 12 SHEET 13 SHEET 15 SHEET 14 SHEET 16 T HIS INSTRUMENT WAS PREPARE D BY PERRY C. WHITE, P.S.M. 4213 STATE OF FLORIDA E . SAND &HILLS SURVEYING, INC. T 410 1 , LAKE WORTH ROAD SUITE P 846� � KEY MA LAKE WORTH9 FLORIDA 33467 N.T.S. LB 77 41 PSLUD 5268E P2366 SHEET 12 OF 16- . 1 PLAT BK 126 PG 13 >-rx f, "Tim P IL A I X E L !� F VIA A PARCEL OF LAND LYING IN SECTIONS 19 AND 20, TO WNSHIP 37 SOUTH RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA SHEET 13 OF 16 0 5 15 30 60 90 rn MATCH LINE SCALE: 1" = 30' (SEE SHEET 8) N 89°52'25" W 932.00' 29.00�' 46.00' 1 46.00' 29.00' 37.83' 37.83, 29.00' 62.50' �_ 15' D.E. 10' U.E-.-I I LEGEND: -�- 7.5' 2' U.E.-R.A. MATCH LINE M - SET PERMANENT REFERENCE MONUMENT [_�--7.5' _ _ (SEE SHEET 8) 5/8" IRON ROAD WITH 1.5" CAP oN N - N N N oN oN N N 89°52'25" W 95.00' _ STAMPED PRM L.B. #7741 m m m ( "I 25' 25' ❑ - FOUND PERMANENT REFERENCE MONUMENT ``' 1310 =`' 1311 m _` 1312 ' 1313 =`' 1314 `_`' 1315 `_`' 1316 _131 ~ w 5/8" IRON ROD WITH 1.5" CAP n �n Li�o Lo O Lo Lo O ,n _ _ 0 1196 o STAMPED PRM L.B. #7741 ti 2790 S.F. ti 4425 S.F. I I 4425 S.F. to 2790 S.F. r 3639 S.F. r 3639 S.F. r 2790 S.F. r 5879 S.F. ) I Lo o S.F. a' • - SET PERMANENT CONTROL POINT 0 o rn o 0 0 0 o i� N 2755 N N NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 0 o I; I o 0 0 0 0 0~ N 89052'25" W 95.00' O - FOUND PERMANENT CONTROL POINT z z oo z z z �i z z R=25.00' z _ Q NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 a Z I �. A - DELTA ANGLE � Q=90°00'00" w o L=39.27' N LIMITS n rl AC. - ACRES _ ti V r+i 119 Fo TRACT L21 N B.E. -BUFFER EASEMENT _I L N �. Q - -- - - - - - - I ti I ti OF PLAT CB - CHORD BEARING rn 3594 S.F. K, 29.00 46.00 46.00 29.00 37.83 37.83 29.00 37.50 / F" CH - CHORD DISTANCE N 89 - - 05225 /, W 881.91 -' - - - - - N 89052'25" W 95.00, -CENTERLINE D.B. .. DEED BOOK � D .E. - DRAINAGE EASEMENT STARKISSED LANE N � 20 D.S.E. -DRAINAGE SWALE EASEMENT _ -ARC LENGTH o , n / N 89 52 25 W 981.85 rn 1198 ,� L.M.E. L - - - - - - - - I ao I O oo L.A.E. - LIMITED ACCESS EASEMENT CQ 3594 S.F. ti L.E. LANDSCA PE EASEMENT LM.A. . LAKE MAINTENANCE ACro CESS EASEMENTTRACT "A" N L.M.E. - LAKE MAINTENANCE EASEMENT N 89052'25" W 95.00' N.R. -NOT RADIAL N 89 52 25 W 881.79 N.R.T.R. - NOT RADIAL TO REAR 1 1 � N.T.S. -NOT TO SCALE 29.00 46.00 46.00 29.00 _ 37.83 37.83 29.00 37.50 0 10' U.E. o � (o � 1199 o O.R.B. OFFICIAL RECORD BOOK Q -- of a� _ O.E. MAINTENANCE & ROOF OVERHANG EASEMENT �{- N 2755 S.F. N RIVERLAND PARCEL D _ P.B. PLAT BOOK W � _ / I °n _ w R 25.00 o Q N 89 52 25 W 95.00 P.C.P. PERMANENT CONTROL POINT CR PLAT FIVE W, - - I- I o - 1 o PGS. -PAGES 0 0 0 -- o 0 o N L-39.27 I to o (P.B. 124 PG. 1) - Z N N N N N N N M o . P.O.B. POINT OF BEGINNING v �f V_ v v v ti ►- 1--1 ,n P.O.C. -POINT OF COMMENCEMENT m m I rn I m m m w w 1'�i J tri ►ri _ _ w .•- P.S.L.D.E. - PORT ST. LUCIE DRAINAGE EASEMENT W w w w w w w o 0 1 I �,200 = W w w 10' U.E. r- M `n P.S.L.U.E. PORT ST. LUCIE UTILITY EASEMENT _ t, 27 �, 276 I M I 27 ", 27 M 27 �, 27 _ _ ---{ o g o 4608 S.F. p • co P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER cn ti ti ti ti ti ti Lo 1271 �, @0)I I ° a• I I �, v _ �- W o 2732 S.F. 0 4333 S.F. 0 4333 S.F. 0 2732 S.F. 3564 S.F. 0 3749 S.F. M M _ oW o R RADIUS w o o I o I o 0 o ti 3062 S.F. r� 6465 S.F. 2 U.E. R.A. c� Lo R/W - RIGHT-OF-WAY Q� o 0 0 0 0 0 0 0 z p z z z z z z z Qp o o r` b .. 15 D.E. o o � ° r w S.F. -SQUARE FEET o Fn o N 89 52 25 W 95.00 r- S.T. - SURVEY TIE z z I co I O --� 7.5 r- w o o U.E. -UTILITY EASEMENT ,_ c� RAD RADIAL LINE � „ a - - - O U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA _ w I I _ Q / d o 2 U.E. R.A. P.C. - POINT OF CURVATURE 29.00 46.00 46.00 29.00 37.83 0 0 0 o u) P.T. -POINT OF TANGENCY o r rr 1 � NN b � � • N 89 52 25 W 683.27 I I o I I 1201 P.R.C. - POINT OF REVERSE CURVATURE o w o w 29.00' 62.50' O P.N.R. - POINT OF NON -RADIAL INTERSECTION N N O 1 rl 1 rr i o 4607 S.F. P.R.I. - POINT OF RADIAL INTERSECTION N 89 52 25 W 100.68 o w P.C.C. - POINT OF COMPOUND CURVATURE �- (N.R.) ., o = A=38°22'52" TRACT OS6 0 �o N 89°52'25" W 95.00' _ u') 5 II- _ 1 L-20.10 0.05 AC. N E R=30.00 _ o A=90000'00" o - o l o I 20 0 L=47.12 ° n r o 6.37r N 89 52 25 W 94.20 z � � o� w I I Q ( N I 2755 S.F. N TRACT "L21" 269 � V N 89052'25" W 95.00' �I �i rn rr) I Q N 00°0T35" E 4107 S.F. �r 20Y TRACT L25» 130.00' » I I ~ WATER MANAGEMENT TRACT N 89°52'25" W 94.20' I co SHEET 4 SHEET 3 SHEET 2 3.74 AC. ( ro I 3594 S.F. rn 20' N 89052'25" W 95.00' / I L.M.E. oo � I o N Ni- - 2732 S.F. 25' 25' N 89 52 25 W 94.20 _ q 20 '� M I 3594 S.F. SHEET 5 SHEET 6 SHEET 7 . = MAL INE I I ° r " , Q N 89 52 25 W 95.00 TCH ET 14) (SEE SHE MATCH LINE z (SEE SHEET 14) SHEET 10 SHEET 9 SHEET 8 H T SHEET 11 S EE 12 SHEET 13 1 SHEET 15 SHEET 14 E SHEET 16 i THIS INSTRUMENT WAS PREPARED BY PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA iw #3 E SAND & HILLS SURVEYING INC. 8461 LAKE WORTH ROAD SUITE 410 1 KEY MAP LAKE WORTH, FLORIDA 33467 N.T.S. LB-7741 PSLUD 5268E P23 -166 SHEET 13 OF 16 PLAT BK 126 PG 14 L9T c. 4 V A PARCEL O TOWNSHIP 37 SOUTH OF LYING IN SECTIONS 19 AND 20, T , RANGE 39 E LUCIE COUNTY C AST, CITY OF ST. LUCIE, ST. L I , FLORIDA r SHEET 14 OF 16 I e r n , H LINE N 89 52 25 W 94.20 TC MA (SEE SHEET 13) T' MATCH LINE .....-.- (SEE SHEET 13) M M 26 ..�� a r" N 00 07 35 E I • I N 89 52 25 W 95.00 130, 3564 S.F. M I F7�.00 rn � 1 . 1 20' 0 5 15 30 60 90 - TRACT L25 " r N 89 52 25 W 94.20 � o L.M.E. _ ON ( 2755 S.F. N..., WATER MANAGEMENT TRACT R._ 30.00, � 25' 25' L.M.E. _ ° „ ►� N 9°5 '2 " W 95. 0' " ' � 89 19 35 8 2 5 0 - 3.74 AC. SCALE: 1 - 30 L=46.7T LIMITS = e " 10' U.E. OR 55 12 44 3658 S.F. ti - L2B.9, _ _ �I _----- I OF PLAT (N.R.) o - ' w o " o Q 206 i o g N 89 52 25 W 107.08 c I C I � N -I =2794.00' A=10°20' 14" L=504.09' K' �t 4142 S.F. R K' d Q LEGEND. °46' 33" L�=O°46' 33" w A=15°30'06" � I o I � V TRACT "L21" =0 L=37.83 =37.83' � - v - �I L $ 12 3295 S.F. I �I ti ��- N 89°52'25" W 95.00' ® - SET PERMANENT REFERENCE MONUMENT - o �r N I o I 5/8" IRON ROAD WITH 1.5 CAP Lo (Da 0 m� C) N 89052'25" W 113.91' op o STAMPED PRM L.B. #7741 ❑ - FOUND PERMANENT REFERENCE MONUMENT ooil to " N --� J n - z 2' U.E.-R.A. e, 5/8" IRON ROD WITH 1.5" CAP 4 J o a q a a to 2' U.E.-R.A. IT20 o q ti m m m I I I I STAMPED PRM L.B. #7741 3 4142 S.F. It 0 3 3 260 1261 Z 0 I ( I I I - SET PERMANENT CONTROL POINT ^ " NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 ln�x m z v 26 z 4303 S.F. I 264 I ° r " O - FOUND PERMANENT CONTROL POINT m 259 z v 3670 S.F. `r 3670 S.F. a, m rn m _ I I N 89 52 25 W 95.00'" m o� 2814 S.F. rn ;� NI I 8161 S.F. NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 m 2814 S.F. ;"'j N N o f'i N o -DELTA ANGLE N N o o Z Z ti Oil Q o o oAC. -ACRE$ o -_ z w z z Lo� I a_ � R=25.00' I oo I o I 000 0 B.E. - BUFFER EASEMENT z T) o � o `i 5' L.E. I i, i A=90°00'00" N 2755 S.F. N LCi CB - CHORD BEARING rn _ u J n L=39.27' w w CH - CHORD DISTANCE m Oil o d 0 54 24 - I� 15' D.E. N -� I ,`;� I I N 89052'25" W 95.00' (` d - _ ° " p=0°48' 13"=0°48' 13" L=42.68' CENTERLINE _L � / o Q o L=37.83' =37.83 � D.B. -DEED BOOK D.E. -DRAINAGE EASEMENT R=2697.00' -1 1 °00'40" L=518.30' N 89°52'25" W 66.00' z Q z I I 209 ,,� D.S.E. - DRAINAGE SWALE EASEMENT .�r ►� 3594 S.F. 00 cn RIVERLAND PARCEL D - L -ARC LENGTH r. �a BRIGHTSIDE WAY ,r, ,n T L.A.E. -LIMITED ACCESS EASEMENT m� N 10 U E PLAT FIVE L.E. -LANDSCAPE EASEMENT ' =1 1 °00'40" L=513.50' N 89°52'25" W 116.00' I, m R=2672.00 _ - N 89°52'25" W 95.00' (P.B. 124, PG. 1) - � - - 1 L.M.A.E. -LAKE MAINTENANCE ACCESS EASEMENT N � - CB=N84°37' 15"E CH=512.71' -O L.M.E. -LAKE MAINTENANCE EASEMENT _ ----- N.R. - NOT RADIAL ml r TRACT "A" N.R.T.R. - NOT RADIAL TO REAR N.T.S. - NOT TO SCALE a I I 1210 O.R.B. OFFICIAL RECORD BOOK !�P R=2647.00' L�=1 1 900'40» 1=508.70 N 89 5225 W 66.00 _ P , I 3594 S.F. M O.E. -MAINTENANCE &ROOF OVERHANG EASEMENT -46. 83' - " A=0°59'36" A=0°49'08" 36.98' 29.02' \ I P.B. -PLAT BOOK p 1 00 49 - L=45.89' - L=37.83' - - N 89052'25" W 95.00' PPGS. - PAGESNENT CONTROL POINT 0 ti Ooo a � R=25.00' Q TRACT "L21" P.O.B. -POINT OF BEGINNING &=90°00'00" P.O.C. - POINT OF COMMENCEMENT N ? � o N � L=39.27' I I o I 1211 -o0 20' P.S.L.D.E. - PORT ST. LUCIE DRAINAGE EASEMENT o u o o 0 4 0 . o d o b V 2755 S.F. rn u J rn p ti � o I N ( N L.M.E. P.S.L.U.E. PORT ST. LUCIE UTILITY EASEMENT 0 4 fl- m m 2 U.E.-R.A. I N Q P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER ti 3 N I m N 89052'25" W 95.00, R RADIUS m „ 3 F- �_ �_ �. _ w 3 _ 121 ,n ,n ►n �n _ R/W -RIGHT-OF-WAY R 1218 z N ? N ? cvN 1213 S.F. -SQUARE FEET � N �N O �, 1216 1215 qq) n_ wz "o� 4303 S.F. r� rn O .p - o S.T. -SURVEY TIE z 1219 r- 4340 S.F. 0 2813 S.F. 0 3670 S.F. 0 3670 S.F. 0 5052 S.F. o~ N v N o o ° U.E. - UTILITY EASEMENT e o o I I o r- _ 1212 cn 2814 S.F. �t o x z o ,r, ,n RAD - RADIAL LINE v o z z z n. z ao 00 o S.F - .E.-R.A. -UTILITY EASEMENT -RESTRICTED AREA 0 o z 5021 U II 0 z o Z I I I N P.C. POINT OF CURVATURE N � 10 U.E--- °' m o l N P.T. - POINT OF TANGENCY rn �i 25 25 w ° N o LL o P.R.C. - POINT OF REVERSE CURVATURE Oil Q u J " _ °57' 44" A =0°50' 40" iv N J P.N.R. - POINT OF NON -RADIAL INTERSECTION 4 p=0°57 31 A 42.83' L=37.58' : 37.83' 52.92' 25.00' 25.00, 95.00' P.R.I. - POINT OF RADIAL INTERSECTION L=42.66' R2550. 00' A=1 1 000'40" L=490.05' N 89°52'25" W 236.00 P.C.C. - POINT OF COMPOUND CURVATURE , T N 00°0T35" E '� 7" 8.00, 8' P.S.L.U.E. �i � o P.O.B. M w TRACT OS . ' SOUTHWEST CORNER OF 3.50 AC. TRACT OS7 0 � RIVERLAND PARCEL D PLAT FIVE o b 3.50 AC. a I ma P.C. N 89052'25" W 236.00' SHEET 4 SHEET 31 SHEET 2 NORTH LINE OF E/W #3 R/W LIMITS (O.R.B. 2972, PG. 802) R=2500.00' OF - PLAT - - A 11 000'40" SW MARSH ALL PARKWAY (E/W #3 RIGHT-OF-WAY L 480.45 T 7 G. ) SHEET 5 SHEET 6 SHEET O.R.B. 2972, P 802 (150 R/W) a cn - ........... _ SOUTH LINE OF SECT -3 - 9 SHEET 10 SHEET 9 SHEET 8 ION 20 7 3 NORTH LINE OF SECTION 29-37-39 - i SHEET 11 SHEET 12 FFJ I SHEET 13 SOUTH LINE OF E/W #3 R/W � (O.R.B. 2972, PG. 802) SHEET 15 SHEET 14 SHEET 16 /W THIS INSTRUMENT WAS PREPARED BY E #3 PERRY C. WHITE, P.S.M. 4213 STATE O W OF FLORIDA 1 SAND & HILLS SURVEYING, INC. KEY MAP 8461 LAKE WORTH ROAD, -SUITE 410 N.T.S. LAKE WORTH, FLORIDA 33467 LB-7741 PSLUD 5268F P23-166 SHEET 14 OF 16 PLAT BK 126 PG 15 R R nT[01t\_ v. X T a L Al PARCEL W A A CEL OF LAND LYING IN SECTIONS 19 AND 20, TOWNSHIP 37 SOUTH N RANG 39 E COUNTY FLORIDA E EAST, CITY OF PORT. ST. LUCIE, ST. LUCIE SHEET 15 OF 16 MAT CH LINE (SEE SHEE ' 0 5 15 30 60 90 TRACT L25 -- WATER MANAGEMENT TRACT 3.74 AC. SCALE: 1 = 30 4.09 p=1 01 25 L=49.92 ,14" L=50 =49.92 =10 20 _ g4.00 "=0°46'33" ' D.E. R-27 t 3 p 83 15 = 46 3 L=37. r i I p 0 n o =37.83 n' cN Q " 1- 7.5 rn �, LEGEND 51 • " =46.49 n 0 z - M - SET PERMANENT REFERENCE MONUMENT ,3g L N ° o " „ -p 53 w z o o (� R q ✓"� p cfl .� I 3 5/8 IRON ROAD WITH 1.5 CAP .08 -43.60 cn Z o ° r- " �159 L 0 -� x STAMPED PRM L.B. #7741 ° 54 L o ° 258 _ p7 z p0' p_4 =0°58' S7 s o o o 2- 25 I z ❑ - FOUND PERMANENT REFERENCE MONUMENT R=22Q6 4 = 7 g3 rD rD z _, 62 I 4646 S.F. M 5/8" IRON ROD WITH 1.5" CAP p=0°5g 5$ L 3 ,! o r� o Z o N o 255 m� 256 t. 4646 S.F. N STAMPED PRM L.B. #7741 L_37.83 w� o N 0 N -.i 254 0� 2814 S.F. c� I o I o cn cn Z � -.i ^ 3670 S.F. 0 z • - SET PERMANENT CONTROL POINT cq 253 - 3670 S.F. -r D w nI 0 NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 n 0 Z cD w Z .� b r u _ c z ° o ° n o I O FOUND PERMANENT CONTROL POINT p p 1251 p 4319 S.F. 2814 S.F. o - ° m wz w z c;' 0 o I NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 s ° rn p 4229 S.F. D cn v I p=p°58'28" A - DELTA ANGLE o �� z 249 250 w r o p=p°58' 28" ' ' _ L=45.87 � AC. -ACRES w 2813 S.F. o rn ° 3" L_45.87' - B.E. - BUFFER EASEMENT 3670 S.F. o 0 0 ° 13 _0 7 83' N CB - CHORD BEARING xj?0 3670 S.F. - ► D . , p =0 48 L 3 Cn CH - CHORD DISTANCE P � o r' r o �, „.-- L`37� =518.30 N m -CENTERLINE 2814 S.F. 0 00 �o w 0 1 p=0°54, 55 00, p=11 °pp' 40 L cJ! _�- D o w -0°55, 35"1- L=42• R=26g7 rn= D.B. - DEED BOOK • m D.E. -DRAINAGE EASEMENT p 43 6p' - -1 r D.S.E. - DRAINAGE SWALE EASEMENT a, iN o L- , 40" L=513.5� _ f �''� L - ARC LENGTH 2g ° L.A.E. - LIMITED ACCESS EASEMENT .--p=0°56g3' " SIDE wp,Y R=2672.00' p_11 "00 Cvj=1 z.71' cN„ rn v m p=0°5 839 3�` BRIGHT CB 37 15 E L.E. -LANDSCAPE EASEMENT ' 42" L=246'33 LM.A.E. - LAKE MAINTENANCE ACCESS EASEMENT op, p=6°07 - - _ L.M.E. -LAKE MAINTENANCE EASEMENT _11 °00' 40" L=508.70' p _0°49' 08 L�=O°49' 08" N.R. - NOT RADIAL » p L-37.83'__- - L=37.83'-.._ N.R.T.R. - NOT RADIAL TO REAR �Rp,�T "A R 2647 00_ " 0 1 °02' 50" - T _ N.T.S. -NOT TO SCALE > �t ��. 6°07,42" L=2� p=1.0? 50 L.=48.38 0 O.R.B. -OFFICIAL RECORD BOOK 328 00' p= 248 8g. L-48 38'"" "" v o w O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT fmr► �"'� _=N82°10� CH= `N'' _ _0°49' p8 - 115� D•E• o N o o P.B. -PLAT BOOK o 11 - o N P.C.P. - PERMANENT CONTROL POINT _C CB 68, p 0' 38 f L_37 83 f r o 7.5' too 4 J N m 3 PGS. -PAGES rn 07' 42" l =251 • - L=37 8 � j, z 7.5' N P.O.B. - POINT OF BEGINNING -� Z ' 4=6 °p3 19 u� o 0 0 0� 220 P.O.C. -POINT OF COMMENCEMENT 0 Z P.S.L.D.E. - PORT ST. LUCIE DRAINAGE EASEMENT R~2353 -- � p � 43.33 ,.•-- D r � � o - i° - � iv 122 ? � 1221 � Z " Q 1 °p 692� L r o , o o Zo w m ^ 0 22 z 3670 S.F. o P.S.L.U.E. _ PORT ST. LUCIE UTILITY EASEMENT 3670 S.F. ° p°55 16 L=42 ? 224 I = I 4488 S.F. v 2814 S.F. d 0 z P.S.M. PROFESSIONAL SURVEYOR AND MAPPER =37.83 n, cA o 0 P P? m d- 0 z R -RADIUS c zo - - m �0 122 4488 S.F. I o I Z - z R/W -RIGHT-OF-WAY m Z (.o o? cA 226 0 0 o � S.F. - SQUARE FEET r o ? 22 0 o I to 3670 S.F. -� 2814 S.F. � M ma S.T. SURVEY TIE w I ° U.E. - UTILITY EASEMENT z o 228 3670 S.F. _D " p=0°51'00 o N^ 0 229 2813 S.F. o N �W I " d 0=0°51 00 L=37.83' RAD -RADIAL LINE ° c0 230 = L=37.83 U.E.-R.A. -UTILITY EASEMENT -RESTRICTED AREA ry z '0 i° I =0'59 32 P . - POINT F CURVATURE o 4231 S.F. 0 0 2" p =44.16 P.C. P I 0 =p 59 3 L 0 4302 S.F. 0 o D p P.T. POINT OF TANGENCY 1231 D r n _ .16 05 O ^► _ r u n o L-44 " =490. P.R.C. - POINT OF REVERSE CURVATURE cfl 0 �� � -' ,� � p" -11'00 40 L I 3670 S.F. q N v, =p•51 0, 00 p- P.N.R. -POINT OF NON -RADIAL INTERSECTION , 00" p _37 83 R=2550' • P.R.I. -POINT OF RADIAL INTERSECTION om p 37183' L RACT WOS7" oo P.C.C. - POINT OF COMPOUND CURVATURE 36„ T 3.50 AC ° 1 t -- " p '46 01' "=400•92 cn "_- =0°53 p5 L °22'33 L o ` .901 p 3 p=9 r...-- =37.8 0.00 0s • RpCT ...-- T C. �-- R/W 3.50 A .-- F E/W #3 WORTH LINE 0 02) �--- NOR g72, PG. 8 o ro.R.B 2 R=2500.00' .-. 11o0040 SHEET 4 SHEET 3 SHEET 2 -- ...-.- " ��455 P.R.C. 1r °26 19 KW A L=480.45' p_10 pAR LIMITS HALL SwMARS _ -wAY - RIGHT OF OF PLAT cE� #3 so2� O.R B. 2972, PG• (150' R/w1 R=2500.00' ----- SHEET 5 SHEET 6 SHEET 7 SOUTH LINE OF SECTION 20-37-39 _ - A - - - - = 1 �00'40" NORTH LINE OF SECTION 29-37-39 L 480.45' r - z Gn 0 _ SHEET 10 SHEET 9 SHEET 8 SOUTH LINE OF E /W #3 R/W (o.R.B.2972, PG. 802) SHEET 1 SHEET 12 SHEET 13 1 1 i SHEET 1 H 4 SHEET 15 SHEET 16 THIS INSTRUMENT WAS PREPARED BY ' PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA Eiw #3 SAND & HILLS SURVEYING INC. 8461 LAKE WORTH ROAD SUITE 410 1 KEY MAP LAKE WORTH FLORIDA 33467 N.T.S. LB-7741 E 15 OF 16 PSLUD 5268F P23-166 SHEET PLAT BK 126 PG 16 x RIV p I I'l, 3li E a .. ,.::. 11­;', s.. .. IR .. v �x c 1" 11 A PARCEL 0 C TOWNSHIP 37 SOUTH .F LAND LYING �N SECTIONS 19 AND 20, T , RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA TRA CT CT L25 SHEET 16 OF 16 WATER MANAGEMENT TRACT 3.74 AC. i MATCH LINE (SEE SHEET 11) (N.R .) N 89056'34" W 98.12' I o 1 I 25' 25' II w• 1- � I R_ 300.00 150, R/W ti 24 =20' 11'24" >: t=105.72' O c� - 5679 S.F. 0 5 15 30 60 90 = Q (o �.. zo iv N , rn Pn p Q �•- O Q cv 2uq .,.; ,n r; ti In I I R=35.00 ,>, - I Q rn 111 Inn 3 A C° ~ , \1 A=76°37'12" wr s ., �. a ,, a cfl W Q R.l Z q5 , H `r w p w I ao w IN " E �1 ° 0'2g L=46.80 _ _ co cno = I I ,2a 3 SCALE: 1" = 30' 10' U.E. I N c\j� rn d- V rn N Z y� ,. , o o Q II e 3'AD R=2206.00 o o (-_ 0 24 32 2=4°0T54" o o p D ;(9 , z m z z Ly�g L-159.08 4527 S.F. 1 40' LIMITS . o8a r LEGEND: (ti I <N �3 • 2 � r 1, I I „� _e 5� N 11 ►� 2a 31N , cr r� n o° OF PLAT TRACT os8 ,,2 .2� - og 11 N w I . 3 '(� D �1g ° cn ■ - SET PERMANENT REFERENCE MONUMENT 12.20 AC. I I g �- m » » m m D g 0 cfl rn cn 5/8 IRON ROAD WITH 1.5 CAP i 24 N s STAMPED PRM L.B. #7741 i o 0 rn ° FOUND PERMANENT REFERENCE MONUMENT I I ❑ E � ' S403 S.F.SF. �o -� » » m o •A. ° rn 5/8 IRON ROD WITH 1.5 CAP N , E. R _ 2U 6 p z 1 3 ' w . STAMPED PRML.B. #7741 6 R 1. ' .. S D L 2 " I I o � E o -SET PERMANENT CONTROL POINT .2 .72 .pro 4236 S.F. NAIL WITH 1.25» DISK STAMPED PCP L.B. #7741 w w ti z o - _ I cn cn o O FOUND PERMANENT CONTROL POINT i� N o „ L� \\ coI o� NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 0 0 ° o I m � cs cl 0 -DELTA ANGLE I w w u s N \ z l z u 0 7180 S.F. � o AC. ACRES _I J Q \\ � w B.E. -BUFFER EASEMENT f• d- 0 I I F- �- o p� \ � p E• 5 1-• 00 (n (n o \� 15 CB - CHORD BEARING 3 O w ,9 4 - » C' o o 09 � w � � o v° \ 61. .- ' _- _1 05 CH -CHORD DISTANCE • �' I o st , < " 64 8 a 42• L=43• V _ \ 80 4 ry _ °55' 48 CL CENTERLINE 'Q W p.• � SECTION �� u� p g8� • ? . 0 --.�.. .�._.1 - - � i , 09 \ 8 L=77.57 l D.B. - DEED BOOK LINE c� c' <. - 01 . 7° 33 U) N N I O 1 " = 46. D.E. - DRAINAGE EASEMENT o S = °07' 42 L 2 W i a' I (N.R.) Fry R=2303.00 � 6 D.S.E. -DRAINAGE SWALE EASEMENT OM o \ s Z I p a °» L - ARC LENGTH p I I N 21 27 48 E 4 c <. WAY . m � N N _ .� 'S', � � � _ IGI•{TSIDE t!) O 31.74 9 � 6 �n _ BR rrt � L.A.E. -LIMITED ACCESS EASEMENT to d. o I w N \ F• StT S 4 N -249 00 mL.E. LANDSCAPE EASEMENT 04 (o In 8• g 0 L1=6 0 0 t 2328.0 (n L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT _ \ St ` R _ 8.89 O I ih �n m �\ �. - 2. p 7"E CH-24 = L.M.E. - LAKE MAINTENANCE EASEMENT <, CB=N8 ° rn � 2 m N.R. - NOT RADIAL O I p N \ 06 ,, » o I ° A -1 r N.R.T.R. - NOT RADIAL TO REAR O I \ es. TRACT t-+ z N 11 .1 r. N.T.S. - NOT TO SCALE O , N " =251 , °01 42 L 0 r _ 4 � \ = 353.00 !� 6 _._-. -e---t " .. O.R.B. OFFICIAL RECORD BOOK Z I R 2 bl=0 55 16 O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT m _ - _1 02 23 • " L=37.83 -- P.B. -PLAT BOOK ( 45 r� m v co Q -42.69' P.C.P. - PERMANENT CONTROL POINT r f PGS. -PAGES I _ N u r9 0 . o0 0, P.O.B. - POINT OF BEGINNING �m -� w _ Z • N o P.O.C. - POINT OF COMMENCEMENT I 200' FPL EASEMENT I ti: co d N ,n � o �; � �- Z � rn °' ti 1" ° - ° '" o ° P.S.L.D.E. - PORT ST. LUCIE DRAINAGE EASEMENT (O.R.B. 746 PG. 484) I N N ii u o 0 11 z ' d u .j o, u J u o o P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT cfl 4 4 4 v; o z o r- w - P.S.M. _ PROFESSIONAL SURVEYOR AND MAPPER cn N 23 Z o m 23 - R RADIUS O (3 rn N 23 - Q o ;� 1, 3 t N o R/W - RIGHT-OF-WAY 3 I I o 0 6694 S.F. rn 236 p = _ 3670 S.F. In o ° v V rn I- v 1235 234 4302 S.F. b S.F. - SQUARE FEET v i r� z_ O p Q z o ao 4411 S.F. � rn O .. rn w p - S.T. SURVEY TIE a I I I I Z ,�, -.� z ° 3820 S.F. ;`� 4304 S.F. o U.E. - UTILITY EASEMENT o '" RAD - RADIAL LINE za o I I z _ w ,N i z : U.E. R.A. UTILITY EASEMENT -RESTRICTED AREA 00 .. P.C. - POINT OF CURVATURE m �v i " w rn co • 5 P.T. - POINT OF TANGENCY z � 53 0 J m 10 U.E. I 4" _ .83 P.R.C. - POINT OF REVERSE CURVATURE (n „ �=1 04 3� - L-37 E- I • 4 33 = 6.01 P.N.R. - POINT OF NON -RADIAL INTERSECTION (n o I z_ " L� -1 0 L 4 w .. I TRACT OS8 " p=0 53 05 U- "' =0°53 05 L=46.01 P.R.I. -POINT OF RADIAL INTERSECTION 00 12.20 AC. I & =1 ° 10' 08" � L-37.83 � P.C.C. - POINT OF COMPOUND CURVATURE w I _ L=37.83 ° , 33" L=400.92 rn L=49.98 Z I 2450.00 L�=9 22 .-, . I , R J m I •r F- p Q m (w ACT TR NOVN 3.50 AC. w o ll .---- p N 00 07 35 E _ ° » �-0 34 20 - ._._- I (RADIAL) _ _.:.- L=24.97' j I " _ 55.47 619 L4 - - p=10 2 - P.T. 19 20 SOUTH LINE OF SECTION 19-37-39 N 44�49'06" W SOUTH LINE OF SECTION 20-37-39 SHEET 4 SHEET 3 SHEET 2 NORTH LINE OF SECTION 30-37-39 o » NORTH LINE OF SECTION 29-37-39 49.45 I 30 29 N 89 52 35 W 182.32 SECTIO N CORNER i (NON .TANGENT) , LIMITS R=2500.00 e I I NORTH LINE OF E/W #3 R/W OF PLAT 0 11000'40" (O.R.B. 2972, PG. 602) - 80.45 SHEET 5 SHEET 6 SHE L4ET 7 I i 0; 0,rn Q ro �--- I rn 11 , zI z---- - �� - 0 o wI w SHEET 10 SHEET'9 SHEET 8 PARKWAY I HALL PA I, SW MARS Y o (l o RIGHT-OF-WAY w �► (E/W #3 2) z II .g. 2972, PG. 80 -- O.R �- (150 R/W) v, l (n a SHEET 12 SHEET 13 w I SHEET 11. 1 SOUTH LINE OF E/W #3 R/W .... (O.R.B. 2972, PG. 802) I SHEET 15 SHEET 14 SHEET 16 I I W #3 II THIS INSTRUMENT WAS PREPARED BY Ei iI PERRY C.HITE, P.S.M.P S M 4213 STATE OF FLORIDA SAND & HILLS SURVEYING INC. KEY MAP 8461 LAKE WORTH ROAD, SUITE 410 N.T.S. LAKE WORTH FLORIDA 33467 6 LB-7741 PSLUD 5268E P23-166 SHEET 16 OF 16 -