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HomeMy WebLinkAbout124 1-14 Riverland Parcel D - Plat FiveI - I . - I . � I � I ­_ I . . - - / I __� - . - .� . ___ - -, I _... . . ­_ I _ - ------ I I I � I I I - ­­_ � � � I I __ . - � - - -_ - I - - -_ ,� I I I I I . I " I i _21MEWRIMM -_ � N -_ ( I - - I - I I I I " I � - �111111111111 - -_ — - - . I I � / -_ , � I I I I � . I I I � �� I - I — —A — _ . ___ _____ I ------- I I - � �, . � 1:� 1, I .—I------- I I I ;, I I I . I "I I I .1 INSTR # 5324116 1 I I � 1, I I 1 I . - - 1. : I � = I I � P BK 124 Pages I - 14 - �, �� I . I I'll, I 11 I � RECORDED 04112/2024 08:15:03 AMf1 I � � I I - I I i . I- I SAINT LUCIE COUNTY I I I I I . I I � I I I / I � , - ' - � , I I I I . I I I BEING A REPLAT OF ALL OFTRACT "OS5", RIVERLAN'b PARCEL D I PLAT ONE, AS RECORDED,IN I DEPUTY ERKINGRAMJ I I I I — I --- I . I I I I I I � LEGAL DMCRIPTION: I PLAT BOOK 118, PAGES rl THROUGH 16, AND'A PARCEL OF LAND LYING IN SECTION 20, 1 1 -1 : - I I BEING ALL OF TRACT wOS5', RIVERLAND PARCEL D - PLAT ONE, AS RECORDED IN PLAT BOOK - . � I TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST.) LUCIE' ST. ' I I I 1 118, PAGES 1 PARCEL OF LAND LYING IN SECTION 20, TOWNSHIP 37 . I I LUCIE COUNTYt F!-ORIDA , , I I I i I � I iSOUTH, RANGE 39 EAST, CITY OF PORT ST. � LUCIE, ST. LUCIE COUNTY, FLORIDA AND BEING : , I TI CRIBED-AS FOLLOWS: . I i I / I � I - f I � - I "k i SHEET 1,OF 14 ­_ I � .�, I I I � � j I ,% I �\ - BEGIN AT THE SOUTHWEST CORNER OF SAID RIVERLAND-PARCIEL D - PLAT ONE; THENCE NORTH I ; . : I � I . I I , I 1 89'52'25" WEST, ALONG THE NORTH LINE OF E/W #3 RIGHT-OF-WAY, 150.00 FEET IN WIDTH, I I I � I i � - AS RECORDED IN OFFICIAL RECORDS BOOK 2972, PAGE 802, SAID PUBLIC RECORDS, A __ � " � . I .1 / I I , I . I DISTANCE OF 1300.68 FEET; THENCE NORTH 00'07'35" EAST, A DISTANCE OF 1380.80 FEET TO. CE"FICATION OF OWN - :DICATION (CONTINUED) I I ! I I _� "I I I I THE POINT OF CURVATURE OF A CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 2880.00 - : I I - � I I I � C I i / . 1, �LET, A CENTRAL ANGLE OF 06*27'47'; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE To I I 11 . I I I � . THE RIGHT A DISTANCE OF�324.86 FEET TO THE POINT OF REVERSE CURVATURE OF,A CURVE, 5) THE LAKE MAINTENANCE EASEMENTS (L.M.E.) AND LAKE MAINTENANCE ACCESS I LOF WERSHIP & DEDICATION (CONTINUED) I - . I I I I � I I �ONCAVE kSTERLY, HAVIN A RADIUS OF 4120.00 FEET, A CENTRAL ANGLE OF 05*34'59"; � EASEMENTS (L.M.A.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE VALENCIA I . � I � - THENCE NORTHERLY ALONGJHE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF 401.46 PARC HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, AND ARE THE 11) THE DRAINAGE SWALE EASEMENTS (D.S.E.), AS SHOWN HEREON, ARE HEREBY I ) � I I FEET TO THE POINT OF INTERSECTION WITH A RADIAL LINE; THENCE NORTH 88'59'37" WEST, A PERPETUAL MAINTENANCE OBLIGATIONS OF SAID ASSOCIATION, ITS SUCCESSORS AND I NCIA PARC HOMEOWNER.S ASSOCIATION, I I DISTANCE OF 95-00 FEET TO THE POINT, OF RADIAL INTERSECTION WITH A CURVE, CONCAVE ASSIGNS. � - I , , WESTERLY, HAVING A RADIUS OF 4025.00 FEET AND A CENTRAL ANGLE OF 0022'42 ; AND ASSIGNS, FOR DRAINAGE PURPOS AINTENANCE OBLIGATION , I I * " THENCE I OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. I � I NORTHERLY ALONG THE ARC, OF, SAID CURVE TO THE LEFT, A DISTANCE OF 26.58 FEET �' � LOF CITY CQUEL / 6 TO TH E 6) THE OPEN SPACE TRACTS OS1 THROUGH OS12, AS SHOWN HEREON, ARE HEREBY " � - I I I POINT OF INTERSECTION WITH A NON -RADIAL LJNE; THENCE NORTH 89*56'34" WEST, A DISTANCC '_ DEDICATED TO THE VALENCIA PARC HOMEOWNERS ASSOCIATION, INC� ITS SUCCESSORS I I STATE OF FLORIDA I 1: I - � � I ' I OF 1063.23 FEET; THENCE SOUTH 84!56'03"- WEST, A DISTANCE OF 55.02 FEET; THENCE NORTH AND ASSIGNS, FOR OPEN SPACE, UTILITY, DRAINAGE FACILITIES, P6ESTRIAN ACCESS, IN WITNESS WHEREOF, THE ABOVE NAMED LIMITED LIABILITY LIMITED PARTNERSHIP HAS COUNTY OF ST. LUCIE I I � . I I , 89*56'34" WEST, A DISTANCE' OF 237.44 FEET; THENCE NORTH 00*10'54" EAST ALONG THE EAST " AND GOLF CART AND SIMILAR SIZED NEIGHBORHOOD ELECTRIC VEHICLE PURPOSES AND CAUSE O BE SIGNED BY ITS GENERAL PARTNER, RIVERLAND IV - I - - LINE OF N/S A RIGHT-OF-WAY, 150.00 FEET IN WIDTH, AS RECORDED IN OFFICIAL RECORDS , AINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS CORPORATION, A FLORIDA CORPORATION AND ITS CORPORATE SEAL TO BE AFFIXED "I IT IS HEREBY CERTIFIED THAT THIS PLAT" OF RIVERLAND PARCEL D - 1 PLAT FIVE, HAS BOOK 3902, PAGE 484, SAID PUBLIC RECORDS, A DISTANCE OF 160-00 FEET; THENCE SOUTH , AND ASSIGNS. HERETO, THIS Al-n DAY 01711��_-S�%, 2024. ' I BEEN OFFICIALLY APPROVED FOR 1 89-55'18- EAST, A DISTANCE OF 237.09 FEET;.THENCE SOUTH 85'35'36* EAST, A DISTANCE OF RECORD BY THE CITY COUNCIL OF THE CITY OF PORT � 65.93 FEET; THENCE SOUTH 89*56'34" EAST, A DISTANCE OF 1001.68 FEET; THENCE NORTH 7) THE CITY OF PORT ST. LUCIE UTILITY EASEMENTS (P,S.L.U.E.) AS SHOWN HEREON ' ) ST. LUCIE AND ALL DEJWTIONS TO THE CIT TT ST. LUCIE HEREIN ARE � . I I 1 81-07'13- EAST, A DISTANCE "OF 50.55 FEET; THENCE NORTH 89*33'26" EAST, A DISTANCE OF ARE HEREBY DEDICATED TO THE CITY OF PORT ST. LUCIE (-CITY"), ITS SUCCESSORS, RIVERLAND ASSOCIATES IV, LLLP, A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP � ACCEPTED, THIS ---- --- DAY OF _AfA& __ � ------------ 2024. _' � � I I I I I 1 128.20 FEET; THENCE SOUTH 76*22'26' EAST, A DISTANCE OF 139.17 FEET TO THE POINT OF AGENTS, EMPLOYEES, CONTRACTORS, �DESIGNEES AND ASSIGNS, A GENERAL BY: RIVERLAND IV CORPORATION, A FLORIDA CORPORATION, ITS GENERAL PARTNER I I I I SURVEYOn NOTES, NON -TANGENT INTERSECTION WITH A CURVE, CONCAVE SOUTHERLY, HAVING A RADIAL BEARING ' INGRESS/EGRESS EASEMENT OVER AND ACROSS ITS DRNEWAYS, PARKING, COMMON OR d I_— I : I 1) BEARINGS ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (1990 ADJUSTMENT) _1� OF SOUTH 07*45'38" WEST, A RADIUS OF 2070.00 FEET AND A CENTRAL ANGLE OF 05-06'00'; ESS TO,'OPERATION, MODIFICATIONS, INSTALLATION OF OR � /// /Z 011 I I ORT ST LUCI AT : � FLORIDA EAST COAST STATE PLANE COORDINATE SYSTEM (EAST ZONE) THE MOST THENCE EASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, A DISTANCE OF 184.26 FEET I MAINTENANCE OF, PUBLIC UTILITIES FACILITIES, INCLUDING BUT NOT LIMITED TO, WATER BY: '400011__�__� �� DATE. 3 NORTHERLY, WEST LINE OF TRACT -1_11-, RIVERLAND PARCEL D - PLAT ONE, AS TO A POINT OF TANGENCY; THENCE SOUTH 77*08'22" EAST, A DISTANCE OF 1817.04 FEET A, � AND WASTEWATER LINES, APPURTENANT FACILITIES, AND EQUIPMENT. THERE SHALL BE ALAN FANT, VICE I PRESIDENT - I %_ — RECORDED IN PLAT BOOK 118, PAGE 1, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORILIA, I PORTION OF SAID LINE BEING THE NORTH LINE OF SAID TRACT "OS5", TO THE POINT 'OF, RIVATE UTILITY FACILITIES INSTALLED IN, ON, OVER, UNDER, OR . 4��W&A ------- 11 11 HAVING A BEARING OF SOUTH 00-07'35- WEST,�' WITH ALL BEARINGS SHOWN - VIG A RADIUS OF 930.00 FEET, A CENTRAL REA WITHOUT THE CITY'S WRITTEN PERMISSION. THERE SHALL , I i1x-m-M I I SHANNON M. MARTIN, MAYOR SALLY ALSH, CITY CLERK I I , I HEREON BEING RELATIVE THERETO. ANGLE OF 01*42'48"; THENCE ALONG THE BOUNDARY OF 'SAID TRACT "OS5" FOR THE FOLLOWING BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED TO, LANDSCAPING WITNESS: -, . 9 . F - - I WITNESS: - gm,4"- &16 , (I � .EIGHT (8) DESCRIBED COURSES, EASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A CONSTRUCTED WITHIN THE BOUNDARIES,OF THE EASEMENT AREA WHICH WOULD I Lj I I � DISTANCE OF 27.81 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE, CONCAVE RESTRICT THE OPERATION AND MAINTENANCE OF, OR WHICH MAY IN ANY MANNER PRINT NAME:Ckmol,� !ZPAI: Y 'PRINT NAME: 401-YA) - CLERK'S � ECORDING aRTEFICATE �' � OF 35.00 FEET, A CENTRAL ANGLE OF 4554'41"; THENCE --- LIS - NORTHERLY, HAVING A RADIUS RESULT IN HARM TO THE CITY'S FACILITIES. THE VALENCIA PARC HOMEOWNERS I I aa 1 2) NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL DEPICTION , C OF SAID CURVE TO THE LEFT, A DISTANCE OF 28.05 FEET TO THE ASSOCIATION, INC., ITS SUCCESSORS OR ASSIGNS, SHALL MAINTAIN, REPAIR AND I I � I _11, I STATE OF FLORIDA - � OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE I REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY EASEMENT, WHICH ARE NOT ' - I COUNTY OF ST. LUCIE I / " � SUPPLANTED IN THE AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE POINT OF INTERSECTION WITH A NON -RADIAL LINE; THENCE SOUTH 5r54'43' EAST, A DISTANCE EGOING, WHICH MAY BE DAMAGED OR DESTROYED BY THE CITY, I I I I I OF 21.36 FEET; THENCE SOUTH 87*09'23" EAST, A DISTANCE OF 141.32 FEET; THENCE SOUTH : . . 1, PLAT. 00'01'18" WEST, A DISTANCE OF 9.59 , ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS IN THE CONSTRUCTION, ACKNOWLEDGMENT � - " FEET TO THE POINT OF CURVATURE OF A CURVE, OPERATION, MAINTENANCE OF, OR ACCESS TO, THE CITY'S FACILITIES. THE CITY, ITS I STATE OF FLORIDA � __ \ I MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT OF ST. LUCIE, FLORIDA, DO HEREBY THENCE SOUTHWESTE ID CURVE TO THE RIGHT, A 'DISTANCE OF 39.76 ' . CERTIFY THAT THIS PLAT HAS BEEN EXAMINED, AND THAT IT COMPLIES IN FORM WITH 3) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT - CONCAVE NORTHWESTERLY, -HAVING A RADIUS OF 25-00 FEET, A CENTRAL ANGLE OF 91'07'58'; SUCCESSORS OR ASSIGNS, SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY COUNTY OF BROWARD ' . - THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. � FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE, CONCAVE NORTHERLY, HAVING A IMPROVEMENTS, WHICH ARE CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH . I I I ALL THE REQUIREMENTS OF THE LAWS OF. LORIDA PERTAINING TOMA S NDPLATS,-,, I G 1, AND THAT THIS LAT HAS BEEN FILED FCI�i RECORD IN PLAT BOOK _. ,4 --------- � I � RADIUS OF 960.00 FEET, A CENTRAL ANGLE OF 1 1*42'22"; THENCE WESTERLY ALON ABOVE. IF VIOLATING IMPROVEMENTS ARE NOT REMOVED UPON REQUEST, THE CITY, ITS I I BEFORE ME, BY MEANS OF ( ) PHYSICAL PRESENCE OR ( ) ONLINE NOTARIZATION, _J,- . L, PAG Lni E PUBLIC I :'CORDS OF ST. LUCIE COUNTY, FLORIDA, THIS 4) ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AND DECIMALS THEREOF. THE ARC SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS WILL REMOVE SAID `� ALAN FANT, WHO U_LLUDAIALI I KNOWN TO ME OR HAS PRODUCED I �* I _____ OF TH - - OF SAIC CURVE TO THE RIGHT, A DISTANCE OF 196.14 FEET TO A POINT OF TANGENCY; � IMPROVEMENTS WITHOUT LIABILITY, RESPONSIBILITY OR COST TO THE CITY. THE CITY OF '' I FO -- ------------- AS IDENTIFICATION, AND WHO EXECUTED THE , DAY OF 4AL-, 2024. 1 I I BOUNDARY OF SAID RIVERLAND PARCEL D - PLAT ONE FOR THE FOLLOWING . IiE�E�G i�STRUMENT AS VICE PRESIDENT OF RIVERLAND IV CORPORATION, AND - 5) THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO CHAPTER 177, PAR I' 1. FLORIDA THENCE NORTH 7-708'22' WEST, A DISTANCE OF 11 15.30 FEET; THENCE ALONG THE WESTERLY PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR . � 1 (8) EIGHT SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT HE EXECUTED SUCH ' STATUTES BY A PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY OR UNDER . DESCRIBED COURSES, SOUTH � 12*51'38" WEST, A DISTANCE OF 310.91 FEET TO THE POINT OF ' UTILITIES BY THE CITY OF PORT ST. LUCIE. I , -- INSTRUMENT AS SUCH OFFICER OF SAID CORPORATION, AND THAT THE SEAL --�,, - " , I NT I . 11", �'. I , CONCAVE EASTERLY, HAVING A RADIUS OF 348.00 FEET, A CE * --- 4 -jr-A.r --- �q btfuh OtAL ,,,­:�­�, , RAL ��,, " -,�,.,� , , , ,�_ ,,, , �i CONTRACT WITH THE CITY OF PORT ST. LUCIE':' ,� I , V;;el' - I ANGLE OF 23*11'04"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A - AFFIXED TO THE FOREGOING INSTRUMENT IS THE CORPORATE SEAL OF SAID MICHELCE R. MILLER, CLERK OF TH'_ CIRCUIT COURT �_ � ,v�`�F,4,',_-`i�­ , I I ' ,I ,I , - I w_ I , " I 11 I - I I , , � __�"_ __ -- , - I , 8) THE UTILI� EASEMENTS (U.E.) AS SHOWN HEREON RUNNING ADJACENT AND CORPORATION AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BY DUE AND ST. LUCIE COUNTY, FLORIDA �,! �:� , ( I. , " �, e�,� -� I . ,�, I _ , . - r- r � ''I 1�, "4, ., � �, .. .. .. 6) ALL LINES SHOWN HEREON THAT INTERSECT CIRCULAR CURVES ARE RADIAL TO THE � � , , _� '�� DISTANCE OF 140.82 FEET TO A POINT OF TANGENCY; THENCE SOUTH 10*19'26" EAST, A ACTS FOR PRIVAT E NON-EXCLUSIVE � REGULAR CORPORATE, AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREE ACT \ �_� I , �4,�,_ �� - , �� ­ . DISTANCE OF 141.82 FEET TO THE POINT , OF CURVATURE OF A CURVE, CONCAVE EREBY' r)EDICATED FOR THE INSTALLATION, OPERATION, I A7J.& SAID CORPqjATION. WITNESS MY HAND AND OFFICIAL SEAL THIS r _ ­ � " r INTERSECTING CURVE UNLESS OTHERWISE NOTED. fED OF )� _� � , , '� 1� 1�­ I . � � , "' _,� .11 I NORTHEASTERLY, HAVING A RADIUS OF 200.00 FEET, A CENTRAL ANGLE OF 53*49'36"; THENCE MAINTENANCE, � REPAIR, EXPANSION AND REPLACEMENT OF UTILITIES, BOTH PUBLIC AND I t �, e ,�,: 11 � ---- DAY OF _111A-0-4-4 , .... I . " - �_._ 11!�( � - - 4. g-, __ . -, , - I I , , - - , - �--� ,'�i'- /, . , , SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A 'DISTANCE OF 187.89 FEET To PRIVATE, INCLUDING, BUT NOT LIMITED TO, WATER AND WASTEWATER LINES, ELECTRICAL - / ,ell % I , � �. - - ", �,,� _� �' I _ , � 1. . , � � .- I I'll : ,I .�, I \ I I , " THE POINT OF REVERSE CURVATURE OF A CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS LINES, GAS LINES, AND TELECOMMUNICATION LINES, AND ALL RELATED FACILITIES X I , "I ... L ,� , 7) THE BOUNDARY SURVEY,'UPON WHICH THIS BOUNDARY OF THIS PLAT IS BASED WAS OF 193.50 FEET, A CENTRAL ANGLE OF 84�51'33"; THENCE SOUTHEASTERLY I E SUANT TO SECTION 177.091(28), FLORIDA STATUTES, TH AND NOTARY PUBLIC: COMMISSION TITLE MEMCATM 11 -, -, I � PREPARED ON AUGUST 14, 2023. 1 SAID CURVE To THE RIGHT, A E UTILITY � __ NUMBER: --- fly-261M ----- I I � , . - I DISTANCE OF 286.59 FEET TO THE POINT OF REVERSE EASEMENTS SHALL ALSO BE USED FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE � I I, -1, - __L -JC^ED ATTORNEY IN I 11 � 11 CURVATURE OF A CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 200.00 FEET, A CENTRAL AND OPERATION OF CABLE TELEVISION SERVICES; � \\jj11II1j//j � ��3(0--V—v-40—� ---- - ------ A DULY L � I PROVIDED, HOWEVER, NO SUCH PRINT '6ey) � 0 \ / THE,&JAT OFFLORI A.1 r HEREBY CERTIFY THAT, A _____ I - I - ANGLE OF 37*34'29"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A CONSTRUCTION, INSTALLATION, MAINTENANC NAME:- k-4 -ftq / S OF THE ----- AY OF 11 I I DISTANCE OF 131 1 " \\ - /// 11 - W,4,3M -.124: 1 WESTERLY, SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, ' . -- 1<(/1 ell-01 .11 .1 6 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE, CONCAVE E, AND OPERATION OF CABLE TELEVISION - . .. -, "' ,,�6 M - 1'146, — — — — — — -- ' *� .0. CERTIFICATE OF SLEVEYOR AND MAPPER I ... I � HAVING A RADIUS OF 1652.00 FEET, A CENTRAL ANGLE OF 16-59'33"; THENCE EXPIRES:__P4�19;P/2_QUf_ ' I ,; -Z'-- ,;�\OTA/?,t, �4r ., THE I � i TELEPHONE, OAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION MY COMMISSION i .-, 44/ � ET HE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY I I Z A�z - 0 THE LAND AS DESCRIBED AND SHOWN HEREON IS IN THE NAME OF THIS IS TO CERTIFY THAT THE PLAT AS SHOWN HEREON IS A TRUE AND CORRECT I RC OF SAID CURVE TO THE RIGHT, A DISTANCE OF 489.94 FE TO A . , 7 1: RECORD TI I I I � - C,O My Comm. Expires Z : RIVERLAND ASSOCIATES IV, LLLP A FLORIDA LIMITED LIABILITY LIMITED RESPONSIBLE FOR THE DAMAGFS. THE FOREGOING SHALL NOT APPLY TO THOSE PRIVATE I , = May 30, 2026 : PARTNERSHIP, THL ENTITY EXECUTING THE DEDICATION. SUPERVISION AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE POINT OF TANGENCY; THENCE SOUTH 00*07'35" WEST, A DISTANCE OF 463.25 FEET TO THE '.) I _/ ­ � REPRESENTATION OF A SURVEY MADE LINDER MY RESPONSIBLE DIRECTION AND POINT OF BEGINNING. I EASEMENTS GRANTED TO r),R OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, AGGERTAUM OF DE=ON . I = - Z_ No. HH251040 _­ -1 I � I - � I ILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE,- AND I cr, (p , -_ I THERE ARE NO MORTGAGES OF RECORD, ENCUMBERING THE LAND DESCRIBED HEREON. / AND BELIEF; THAT PERMANENT REFERENCE MONUMENTS (P.R.M.'S) HAVE BEEN SET AND �_ CONTAINING 64.761 ACRES, MORE OR LESS. � I I � .- �A IT I . OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED STATE OF FLORIDA - LIG 4,Q '�' I THAT PERMANENT CONTROL POINTS (P.C.P.'S) AND LOT CORNERS WILL BE SET ER THE --"-y'p, )OUB , PURSUANT TO FLORIDA STATUTE 197.192, ALL TAXES HAVE BEEN PAID THROUGH THE UND I BY THE FLOR16A PUBLIC SERVICE COMMISSION. COUNTY OF BROWARD I X\: , �- � � I I _1% YEAR 2023. 1 1 D WITH THE CITY COUNCIL OF PORT ST. LUCIE FOR THE REQUIRED , f v 'q IMPROVEMENTS, AND FURTHER, THAT THE SURVEY DATA COMPLIES,WITH ALL OF THE -1 � , ',�'*` OF 0 � I .CERTIFICATION OF OWNERSHIP & n I I � 1� %%\\ ALL ASSESSMENTS: -�JD OTHER ITEMS HELD AGAINST SAID LAND HAVE BEEN SATISFIED. � I NOTWITHSTANDING THE ABOVE, LOCATED WITHIN ALL UTILITY EASEMENTS RUNNING VALENCIA PARC HOMEOWNERS ASSOCIATION, INC., HEREBY: I jjlj lilt I I I 11 � REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AS AMENDED, AND IN ACCORDANCE I - STATE OF FLORIDA __� ", . ' . � THERE ARE ENCUMIBRA�1' ES OF RECORD BUT THOSE ENCUMBRANCES' DO NOT PROHIBIT WITH THE SURVEYING STANDARDS CONTAINED WITHIN CHAPTER 5J-17, FLORIDA - COUNTY OF BROWARD - D LLEL TO FIFTY FOOT (50') WIDE TRACTS FOR PRIVATE ROAD I � THE I CREATION OF i*HE SUBDIVISION DEPICTED BY THIS PLATJ I- , ADMINISTRATIVE CODE, SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND I I I PURPOSES, THERE IS HEREBY DESIGNATED WITHIN SUCH UTILITY EASEMENTS, A TWO , 1) ACCEPTS" THE DEDICATIONS AND/OR THEIR OBLIGATIONS AS STATED HEREON, OF - I �Lo&'% MAPPERS PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND ORDINANCES OF THE I 1 FOOT (2',) WIDE RESTRICTED. AREA (U.E.-R.A.) LOCATED ADJACENT AND PARALLEL TO TRACT A, TRACTS L18 THROUGH L21, LAKE MAINTENANCE EASEMENTS, LAKE DATED THI - ------ A OF_ a (Afff�&.A 1 02 � RIVERLAND ASSOCIATES IV, LLLP, A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP, SUCH FIFTY F60T (50') WIDE TRACTS. NO UTILITIES AND/OR RELATED MAINTENANCE ACCESS EASEMENTS, DRAINAGE EASEMENTS, DRAINAGE SWALE -_ - ----- 2 �'4. CITY OF PORT ST. LUCIE, FLORIDA, THIS __Z_n� DAY OF _,*_--l-.4--�K41� 2024. - � APPURTENANCE$ PERMITTED TO BE INSTALLED IN THE UTILITY EASEMENTS AS PROVIDED I EASEMENTS, LANDSCAPE EASEMENTS, UTILITY EASEMENTS, PORT ST. LUCIE UTILTIY I I � I I r ---- - OWNER OF THE LAND DESCRIBED AND PLATTED HEREIN AS RIVERLAND PARCEL D FACILITIES AND I PLAT FIVE, BEING IN ST. � LUCIE COUNTY, FLORIDA, HAS CAUSED SAID LANDS TO BE HEREIN SHALL BE INSTALLED IN ANY PORTION OF SUCH RESTRICTED AREA WITHOUT THE I EASEMENTS, AND OPEN SPACE TRACTS OS1 TROUGH OS12, AS SET FORTH UPON THIS I BY: --- - -- --- I I - _____ / �, I � HEREBY DEDICA I TES AS FOLLOWS: IT L OF THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR PLAT AND SPECIFICALLY DEDICATED TO VALENCIA , I I E C. W11TE jr_� � , . ASSIGNS, EXCE:1T ONLY TO CROSS SUCH RESTRICTED AREA. . ASSOCIATION, INC. - . K, I 1) THE PRIVATE ROAD RI EREON (TRACT A), IS HEREBY � � . PRINT NAME ---------- - - - I -_ I OFESSIONAL SURVEYOR & MAPPER - I ATTORNEY AT LAW \j - � � I / FLORIDA REGISTRATION NO. 4213 ��,-��,�� ..,. 1, I , '�i 2) CONSENTS TO THE PLATTING OF THE LANDS HEREIN. FLORIDA BAR # ---- q2t1ift I I I � I U�,.-�­:*­,- : DEDICATED TO THE VALENCIA PARC HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS THERE SHALL BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED TO, _.�_." � , ____� � ... ,Z.,- ,,:;-,;* , I --- SAND & HILLS SURVEYING, INC. I P't -2 g� - , %- ,-- I I , � " i, , - -1 - , - I - NOA I . 4��7_�� �, " �`��:�,� �' `1 AND ASSIGNS FOR INGRESS, EGRESS AND UNDERGROUND UTILITIES PURPOSES AND ARE - - TREES PLANTE) WITHIN THE BOUNDARIES OF THE UTILITY EASEMENTS WHICH WOULD � � -,�- 4 ' .46, rr, A FOR TFr.-' FIRM OF GREENBERG TRAURIG, P.A. 8461 LAKE WORTH ROAD, SUITE 410 1 Z I 1� 1. - I � . Y I __11,,� 6 1��_­�,11�1��,�,- ,, - - , �i��_ "I , - �i, � , THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND - 11 RESTRICT THE � OPERATION AND MAINTENANCE OF, OR WHICH MAY IN ANY MANNER D IS Lq OF _v_ __-, 2024. ­�' 1-�i "'�4 1 -- ­ 'K� r? 4�,-, A ,� ASSIGNS. AN EASEMENT �OVER AND UNDER SAID PRIVATE ROAD RIGHTS OF WAY, AS RESULT IN HARM TO, THE CITY OF PORT ST. LUCIE'S FACILITIES. THE VALENCIA PARC LAKE WORTH, FLORIDA 33467 , . I t, X 11 " . �� ', I I I ; 6) C\b,--" -, I " ,,� - f,�t- � - SHOWN HEREON, IS ALSO � RESERVED IN FAVOR OF THE CITY OF PORT ST. LUCIE, ITS , HOMEOWNERS ASSOCIATION, INC., THEIR SUCESSORS AND ASSIGNS, SHALL MAINTAIN, 0'/4 4e," 1 's � - - I SIGNS FOR CITY OF PORT ST. LUCIE SERVICE AND EMERGENCY " __ =------- I I RV 0 !n4x� 1,111, `�, e ,�--.,., ,�� I ____ I � , ��-. is - , �41 � ),- I ,nl / REPAIR AND REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY EASEMENTS, CHARLES SAEN , PRESIDENT j I I � ". 9i;7, -21._� (a "­, , ,,­*�- - . ,,,, , VEHICLES AND FOR ACCESS TO, AND INSTALLATION AND MAINTENANCE OF, PUBLIC I WHICH ARE NOT PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED OR - ­, - I I I I ,--, , `2, 1 "'l-, :, � I . I 1. ,,�,S-��,,:_­-,�-�a -, _-, I . , � �;� , 11 � ,�­:_� -1 I "',�,e, - " , �� �;� , 111;�� I �j'T,,',Ie� , , ;k�',,T"", �;-�_-- , _11r,� � �,�,-­ ACILITIES. THE CITY OF PORT ST. LUCIE SHALL NOT BE - I I _,*j­,,_ V� 11 .. - I ­ "_7�. - - - � , ­ ,­; �,­ - . -, -`�� " ­_i� 1, ��, , UTILITY FACILITIES, INCLUDING, BUT NOT LIMITED TO, WATER AND WASTEWATER: LINES DESTROYED BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR ASSIGNS, WITNESS: --- 11 I \ ���"i';'��,,�.,,�'t",�,-�",�, ��7,`o � , __ ,�� , , � �,."�­ � I �, , , - RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID PRIVATE ROAD RIGHTS OF I DESIGNEES OR CONTRACTORS IN THE OPERATION, MAINTENANCE OF, OR ACCESS To THE ---- WITNESS: DI-121.en- � . ��;#^f -, t�----­- - WAY EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY'S FACILITIES. THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR ASSIGNS, I - I . I CITY OF PORT ST. LUCIE. I SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY IMPROVEMENTS WHICWARE I PRINT NAME: A__f41!t_54kAe_ PRINT NAME- Z__�_�21et�1_1_0_71t�L_T,"' ea I I I I � I i I . - I CONSTRUCTED �IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IN THE EVENT - I � SUCH VIOLATING IMPROVEMENTS ARE NOT REMOVED ON REQUEST, THEY SHALL BE � " THIS INSTRUMENT PREPARED BY - ' I I I PERRY C. WHITE, P.S.M. 4213, 1 1 2) THE DRAINAGE EASEMENTS (D.E.) AS SHOWN HEREON ARE HEREBY DEDICATED TO SUBJECT TO REMOVAL 13Y THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR ' ACKNOMLEDGMENT , - . I THE VALENCIA PARC HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, I ASSIGNS, DESIGNEES OR CONTRACTORS WITHOUT LIABILITY. RESPONSIBILITY OR COST TO I � STATE OF FLORIDA I / FOR DRAINAGE PURPOSES AND THEY ARE THE MAINTENANCE OBLIGATION OF SAID THE CITY. THE CITY OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR'ANY STATE OF FLORIDA ,- I I SAND & HILLS SURVEYING, INC. 11 COUNTY OF BROWARD I I - I ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. SAID DRAINAGE EASEMENTS MAY ALSO BE , MAINTENANCE OBLIGATIONS FOR SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE � � , I USED,BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND ASSIGNS, FOR DRAINAGE, I SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY OF PORT ST. LUCIE. 1) j� I 1 8461 LAKE WORTH ROAD, SUITE 410 1 — ill�lillilill��� 1, . I � MAINTENANCE ACTIVITIES AND STORMWATER MANAGEMENT PURPOSES FOR DRAINAGE I I '< /I BEFORE ME, BY MEANS OF ( )-PH OR ( ) ONLINE NOTARIZATION, LAKE WORTH, FLORIDA 33467 LB-7741 < �� ����ll!�����������������l!l����l���l������������ I I . I ! I � FROM SW MARSHALL PARKWAY (E/W #3), RIVERLAND BOULEVARD AND N/S A, IN ' I CHARLES SAENZ 0 rr V) : r I 1; I I W,� N, SM �� ACCORDANCE WITH THE DRAINAGE OR SURFACE WATER MANAGEMENT PERMITS ISSUED 9) THE LANDSCAPE EASEMENTS (L.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED TO , WHO , 0 ME OR HAS PRODUCED � I z - . � II I I -------- AS IDENTIFICATION, AND WHO EXECUTED THE I S . , PLANNING & ZONING PROJECT NUMBER: P 23-152 re I I -THIS PLAT. VALENCIA PARC HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, FOREGOING INSTRUMENT AS PRESIDENT OF VALENCIA PARC HOMEOWNERS I 11 FROM TIME TO TIME FOR THE LANDS SUBJECT TO THE OAS MIDEN=TIFICA&TIODN . I _, I I FOR LANDSCAPE. IRRIGATION AND DRAINAGE PURPOSES AND THEY ARE THE A I SSOCIATIO4� INC., AND SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT HE __ - _� I - , � 3) THE WATER MANAULMENT TRACTS L18 THROUGH L21, AS SHO MAINTENANCE OBLIG . ATION OF SAID ASSOCIATION, ITS SUCCESSORS A I ND ASSIGNS. , EXECUTED SUCH INSTRUMENT AS SUCH OFFICER OF SAID CORPORATION, AND THAT � I DEDICATED TO THE VALENCIA PARC HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS I �, � I THE SEAL AFFIXED TO THE FOREGOING INSTRUMENT IS THE CORPORATE SEAL OF ctl - � SHEET 6 1,q ' I AND ASSIGNS, FOR THE PURPOSE OF SURFACE WATER MANAGEMENT AND THEY ARE THE 10) THE LIFT STATION EASEMENT SHOWN HEREON IS HEREBY -DEDICATED TO THE CITY SAID CORPORATION AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BY DUE AND I . I SHEET 13 r___.. L MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. SAID OF PORT ST. LUCIE, FLORIDA, ITS SUCCESSORS AND ASSIGNS,,�R ACCESS TO, AND REGULAR CORPORATE AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREE ACT C WATER MANAGEMENT TRACT MAY ALSO BE USED BY THE CITY OF PORT ST. LUCIE, ITS THE INSTALLATION AND MAINTENANCE OF, PUBLIC UTILITIES FAC LIT ES, INCLUDING BUT AND Df44SqF SAID if I 1­1 � I I THIS- __ -_ DAY OF - .j,P#jj,TION. WITNESS MY HAND AND OFFICIAL SEAL 0 — SUCCESSORS AND ASSIGNS FOR DRAINAGE, MAINTENANCE ACTIVITIES AND STORMWATER NOT LIMITED TO, WATER AND WASTEWATER LINES AND APPURTENANT FACILITIES. THERE -_ I - - _-, 2024. Q:� I . + I . KWAY (E/W #3), / -, SHALL BE NO OTHER PUBLIC OR PRIVATE UTILITY FACILITIES INSTALLED IN, ON, OVER, I 11,11 Lli I . z TRADITIONS I GATLIN I 11111!1..�A: k>_�� - F__q PARKWAY SHEET 7 HEET 12 , RIVERLAND BOULEVARD AND N/S A, IN ACCORDANCE WITH THE DRAINAGE OR SURFACE . UNDER, OR ACROSS THE EASEMENT AREA WITHOUT THE CITY'S WRITTEN PERMISSION. NOTARY PUBLIC: k! WATER MANAGEMENT PERMITS ISSUED FROM TIME TO TIME FOR THE LANDS SUBJECT TO THERE SHALL BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED TO, BLVD. I THIS PLAT. I I - _j I I- __ 11 . ;�� I I I LANDSCAPING CONSTRUCTED WITHIN THE BOUNDARIES OF THE EASEMENT AREA WHICH " -��. �--- ­,,,�,-,,,,�?""C- - : LLI � �1_ 1, WOULD RESTRICT THE OPERATION AND MAINTENANCE OF, OR WHICH MAY IN ANY PRINT NAME:- I A � kl-C- ' , - I - _­­­ ,,t",,�Ih-�"__ 1". ," I-- �_ , ,__ , � : ­� �_ " , " ,j " I 6�"____ - & , , __ COMMTY BLVD. I - I � i -, I _,lilf L �'P � I I 1�_ : (D - 1 I ,� , " , , �.;Ntjb -1 `!V-� ,,,� _., j;� I z � ..O N - 1 4) TRACT "WS" AS SHOWN HEREON, ISHEREBY DEDICATED TO THE CITY OF PORT SAINT - MANNER RESULT IN HARM TO, THE CITY'S FACILITIES. VALENCIA PARC HOMEOWNERS _1 I I I I ric - sti - _� ,ell ---.,-. - I � I - I I ­ � iv, I �� �­ -- " _;' .� - �7 � I � 1 ��i � I � .,- ­.'­ F ',�� _ , '-�:­` � *` .1 �-,,-,, . , <:� RIVERLAND - PARCEL - , ,� :1 " fl, , _,'>r�`Ii_ _­ - � — *.� I IeA - - I LUCIE, ITS SUCCESSORS ANO/OR ASSIGNS, FOR THE PERPETUAL USE AS A UTILITY SITE. ASSOCIATION, INC., IT SUCCESSORS OR ASSIGNS, SHALL OWN, MAINTAIN, REPAIR AND MY, %COMMISSION EXPIRES:73�� 7,31) - I . , - __' - cr� A, \ �,_ . _, � -1., . � , -, . I r ­'11� _� �1, I "I ,­', �� -, _'­� � 1� . . � , N,a"jfl� f ,, _ - - I THE MAINTENANCE OF SAID, TRACT -SHALL BE THE PERPETUAL OBLIGATION OF THE FEE REPLACE ANY PERMITTED IMPROVEMENTS OVER THE LIFT STATION EASEMENT, WHICH ARE ----.9-7 I " - � I., I , -1 I 1�1 - - � -111: _� �� __­-��7, 19 . - �,._,k",,��,­, 1:,�� _­;�_"­_��.11�wl�1_11' I - -_ I -_�, I, - �,-­ ��: M DISCOVERY WAY I � SIMPLE OWNER THEREOF, ITS SUCCESSORS AND/OR ASSIGNS, WITHOUT RECOURSE TO NOT PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED OR DESTROYED BY THE - I ��_ , � Ln I COMMISSION _11__ -1 - I - \ SHEET 8 SHEE I 1 1 6 ,!, THE CffY IN THE EVENT THAT THE CITY IS NOT THE FEE SIMPLE OWNER. CITY OF PORT ST. LUCIE, ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS 'I I 1�,�, - 0 - _,�r . I I � . _a_qAP_%__T13_ , ,I� (D - I \ ,��­ I � 1�, fn >_ . ! I -ACCESS TO, THE CITY'S FACILITIES. THE CITY ­�",��i, " " `�N, I C� WAY , I IN THE OPERATION, MAINTENANCE OF OR \ - SW DISCOVERY - I 1��A ,I,, - , I 1, ,­�,, , , ,,,, 1. 4, 1 " " ""r, . � �,��,��, .1 . - ,";,�' ,­;��',"',, ��­ 1 1-1.,­1111 `�,___,._:_-i��: ',"�, 4' __j �`�', I , I -"- " - I ­,��,­­­ .1 IVII I OF PORT ST. LUCIE, ITS SUCCESSORS OR ASSIGNS, SHALL HAVE THE RIGHT TO — 74. - 'i ,, - I., , I— — M --.-- - � , , 1­111 - j�t_ , , , �� , I,- - �1, � � I I , �-t!�,,;�,,& , f 11 I I �,� %�*T . *r-'*,'�.,* REQUIRE THE REMOVAL OF ANY IMPROVEMENTS, WHICH ARE CONSTRUCTED IN VIOLATION zv ­i�-,- " 4"",- , , cl� - 4- I , - "' , >_ . y,;�_,�t i � 11 _______�v �`, �,,�­�,'­,,:;---,�-�',� ��tr.� , .__�, � '1�1 _` "' �_ - , , , ­A� , -, _ ��,' " , d�i - _­ , ,;_ � ',o,- ,- . ; I / , _,04,�T,,,',��A, - � , - , I � , , 1. I , IT, I - F__ - . ) 14 , " .,] � -, � c , - � . � , ,k , �� % I I - ,'­, 1;� - � " , 1'� U'l , 'Cj - . k � k, I (T ­ � - ­ :0_8,f,A� -* -, ---e- 1 �7- -1 , � " 11 � � �, I �_, I ­1 , " - -, � . � or THE CONDITIONS SET TORTH ABOVE. IN THE EVENT, SUCH VIOLATING A""'�, ,j7:� ', 5 _1 _ ,�, , ,�� , � ,�,��""-�,, -,,,, � �,,,,,---,-t, , ','-,� ��, --, � �,_t '4� , 1, -1- `i`,� ,_n_:r;\ "; ., � ", , _,,�i 7- 1) 0 1 - i " , - I ., , 101� 7 ," � ,� , ":� �'-_�- " ,a, _,�, il,V'11��". ", " - "" �, _1 -A ,,,, 7" 1 ­�­,, �', ,A' �� -- F'-- -- ,�V� � RIVERLANWO �, I � I I �, ��,�, , 11 ,,, ­L �" I ) , � I I I " / I � ,� " 1� - -'V' � 'I,' _,,,,�� � � I IMPROVEMENTS ARE EQUEST, THEY SHALL BE SUBJECT TO " ;�r,. ;� 41 f - 777�,,�e­,­�,­_11 14,111" � ,�*-,'�,- -, �,,,�_­,�,, '%-, ,�4 -417k'-Z�' ,X"A", 1� ; f 4 z I � I - , ­­ � T_ �1� I �v , -, , I I SHEET 9 � 11- I I "' j � ,;,j * � � , �­ - ,,,�.­ - I , ' R.Lyr-RUAND-a . � �1­1,i�4_�"_1�11� I _,�;� , PARCEL C I I "'. ,�4� 1, V � �*, I_ 11�,_Al � i, _,�,­ �, I � REMOVAL BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS OR ASSIGNS, DESIGNEES ��1�11 ��911 11 I �'r 9 SHEET 10 � , _,� L1* 1 41 �,�,' -_��' _'�_-' --- � ­ -;; ��, ",,_�" %,1'j_,j._-,,r�_1__ I I - I - _ I " 1, ,­ _�.,"_ i ,-,�, ''W'N " � C.') I I - , -g, f, , , , � I , � � , , - " 1 . �`: ­fj' '�u,�,�,�.',-,��'CL,ERK�-Uh,i,��,4�,,,\'�- - , , � I ", � 1. 0 I �­� ­� I' . I __', � I 0 , S',-�,^ 4;:;� OR CONTRACTORS WITHOUT LIABILITY, RESPONSIBILITY OR COST TO THE CITY � , 1 ��` 11 _7 A , , 4; , .3k , " � �� �', L �ci y_,6F ,"',! �,` ' ( i 8 I �"V�OqF.1'0 )�yibwvt " - THE CITY I ;;��,V",,,,,,.-,_� __. , . M E/W #3 = —i,,i i i -i , ,� 11 � I .� .� . ", , ;,_ ,�'_­ , I t - �', � I �, .1w, I KEY MAP F7 , , �z, I "I � I I �". 1, �­ i I 11-111 _,�­ 1, � - I "I 111� 11F Q,*fCI0C0r!-,-,'CdLj - 1'�'­' � I SITE —I--- I GATIONS , , RT " * , `�dCIA�i,614,1 OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLI �;- , I. ?. _111 vl­ / �, - T'1:66IL' I C, R RIVERLAND - PARCEL B / '4� - ", ',� ,, , -11, ,,, - , T111,& 1�',_ 'W f , PORT,S - I -, 11 , " , , � ��, , ­�, -1 � z - , , ,4v , �, I - "I, z',�g -, '', �11j?r -1 � ­* I I I I , ,,,, 1) 111'_,�' """ul ­,�,,­- ­_�� , 1 1 1 k _f - ,,X_­,��.I­ z 1 7, 1 1� � I, x, �' " � I - -� I "I �1:1111 ;_ , ;�,�. _< _� � � — 1 4w /, :� , IL (,,'� �, � I % , 1. "I I � _...' z ,,�,­ -; _Z , - N.T.S. E/W 43 , ,,v'7,� W RIVERLA�D - cL� in� I 1-1 FOR SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE SERVICING OF � t �, I �:' ) , , - 11 1, ­ - - � -� , I , ", - , � !�-��'%�-,; ,,, i . . � - __ , � 10 ", � � , , " �, ,:,� __ I C= - ______ 20 woo oft RIVIlt L D PA CEL D P L 1�_�A t F1 E -------), I I �__Zat I I - ,__­ '11­11,1", ­­'� �. ,I'. 11. ''. I � , .­ , ,b ­111-1-4- �,'­-_�',_­ ,(I _', , L y I I I '',­', ,--"� , -�,�,:��!,��', , _-_ , f I I I L 1, , , -- ,� , I ��­ "', , ,;15'�. 1 1­ � �, , � , PARCEL D ,� , � ,�,� ,,�, I �1 � . I I . . .. � -, a - I ._� L� , ,�, _'�' 1, SUCH PUBLIC UTILITIES BY THE CITY OF PORT ST. LUCIE. , \ I .� "I � ": �,- � �,* ", " !;��­�__, "".",� I C-23 CANAL I, � _1', �, _11, �w _F,� 11 � _ , ­�''� 1, — , — _ ­ :1 �11_, I _C —_, , :, �� �? -�;,,.',, � , ,, , , ,, � , � ,� . �,4 ,;­:-,�* I- , . 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LUCIE ST.LUCIE COUNTY FL ORIDATOWNSHIP 7 H, R E 39 EAST,, SHEET 2 OF 14 0 40 80 120 0 8 2 UNPLATTED r- r SECTION 20 TOWNSHIP 37 SOUTH (NON TANGENT) RANGE 39 EAST S 7602226» _ l SCALE. 1r� - 40 r k ; 13 9.171 R=2070.00 - A-5o060 _0 L=184.26 P.N.R. 20 P.S.L.U.E. S05 19 45 W N 07 45 38.E � (RADIAL) 30.20 4=4°08•=0°51'57" 20' P.S.L.U.E. L-149• 474 L=30.83' ° " _ N 02 02 32 E UNPLATTED P.T. ` 4-10°51,05" 30.54' SECTION 20, L=386.36, 10' 10' TOWNSHIP 37 SOUTH, W� W R=20 10'i 10' �.y � o � 4 - i 1 °4p 3' p2 „• 0p' 7.43' _ LIMITS RANGE 39 EAST J .ls 21 , 4..0 w OF PLAT R_20p -� 0. 00, -� 4= ° T , 1 R ce_ ° 2 4 AC Na $ 1228 � � T v) 3 3 2 2 " S 2 r .3 8 L 0.$ �'---�. W _ 44 2 4 C 6 0 - 4 r ° H 92 .3 C. , Li.1 1 44 4 2 3 " 5.9 w 2 9 _ W 28 '_ �� 10 Q o L_ � 1 05 437 ° o - 19g R=25.00 0 4 = ° 0, d c� 0 „ _ ° - 7 _ 4 33 _ � 83 44 17 0 L_ m 15 » 7 3 45 7 46. _ , cn r 4_ , 39 _ L 8 » -_L 4 L 36.54 9.1 � 42 d- 6 0 2 L_ _ _ E 20 161.13 w cy R-25.00 -� � - -� 12 , d A=97 45 45 51 �• 2. _ ° a -� 3$ N 7 ° 4 1 " �n _ _E 7 p 42 2 -\ , _ cv _ 3 8 9 T I L 42.66 0. 2 -•-_. - T W L- ` 6 57.1 0 0 o � 52 , 8 S4 .9 0. ° 7 _ 44 43720, � R-25.00 AC. � .„ 2 U. o `�_ ° E. T11 - , R.A. _ _ RJ A(,` „ a 90 00 00 20 TRACT "L15" ti z T � � A TR L=39.2T ° /y 19111 � _� .-� ACT �, N 12 5138, E R=1918.00 9 46 p" 2 U.E.-R.A. 6 W N 77 0.8 S3 5.00 12751• 482 -� 4 AC -_W70 S125138 W - 1.73 � .� , R=25.00' L=80.45 ° " D PARCEL D N 05 0 54 E --� � J � 5.00 ° " RIVERLAN DNI� o 00 N 05 05 54 E 109.20 � � /�- _ , t ST �_ 25.0 • L 39.27 PLAT ONE 430.37 ` REA 1 _ 0 M BO MTC11U� (P.B. 118, PG. 1) A- TR - Ev ACT. �, -� 477 p . N 77° ARD - - 122.0 , �S L OS 7 0$ o 0 EE IN u.1,. 2 22 J d sH E . i,� W 6 __ 5 TR EET _. -� 51.57, -,. � 1.23 ACT 6) �� 0$ cu LIMITS o.s2 2 20' P.S.L.U.E. - � Ac. 1.51 � � o o' S � N 12051'38" E � OF PLAT 100 02� � � 56g , 30.00 o N ° . p, .2,5 � 12 51'3 \� 70. 8 E - 77° Op LIMITS N 0822» W o 586 74, 67612. N 77 08 22 W OF PLAT _ _ o � o � 20' F o _ 1115.30 of 10, 1 2 & 0 / 0 TR -� 174.5p� o » N�,` N 4 , �•N%A.E �^ ACT O S 12 5138 W pa, _ 4 30 3 0 22 1 E ` �I- S2 9 W 111,5..30,35 24' °�46 Ac. -_ 310.91 MID TRACT JF- 174.5 o NIGI / A ., 4► ° o T ST - X W A TC o - SO REAM o _ (sE H Li/ve LEGEND. E SH ►� --_ �EVARD W EET3) TRA ® - SET PERMANENT REFERENCE MONUMENT CT „ 5/8" IRON ROAD WITH 1.5" CAP OS7„ .. STAMPED PRM L.B. #7741 Q - FOUND PERMANENT REFERENCE MONUMENT 20, 5/8" IRON ROD WITH 1.5" CAP 2p, QE STAMPED PRM L.B. #7741 RIVERLAND PARCEL D A.E • - SET PERMANENT CONTROL POINT . PLAT ONE NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 O - FOUND PERMANENT CONTROL POINT (P.B. 118, PG. ,1) NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 A - DELTA ANGLE AC. - ACRES B.E. - BUFFER EASEMENT CB - CHORD BEARING ' CH CHORD DISTANCE can SHEET 5 SHEET 4 SHEET 3 CL - CENTERLINE D.B. - DEED BOOK z D.E. - DRAINAGE EASEMENT D.S.E. _ DRAINAGE SWALE HEl� EASEMENT L ARC LENGTH SHEET 6 SET 14 L.A.E. - LIMITED ACCESS EASEMENT - SHEET 13 �--_ L.E. - LANDSCAPE EASEMENT L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT L.M.E. - LAKE MAINTENANCE EASEMENT , N.R. - NOT RADIAL N.R.T.R. - NOT RADIAL TO REAR _ N.T.S. - NOT TO SCALE SHEET 7 SHEET 12 ' O.R.B. - OFFICIAL RECORD BOOK O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT P.B. - PLAT BOOK P.C.P. - PERMANENT CONTROL POINT PGS. - PAGES P.O.B. - POINT OF BEGINNING P.O.C. - POINT OF COMMENCEMENT SHEET 8 SHEET 11 P.S.L.U.E - PORT ST. LUCIE UTILITY EASEMENT P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER R - RADIUS - �.�� R!W RIGHT-OF-WAY S.F. - SQUARE FEET S.T. SURVEY TI E IE THIS INSTRUMENT WAS PREPARED BY -- U.E. UTILITY EASEMENT OF FLORIDA SHEET 9 PERRY C. WHITE, P.S.M. 4213, STATE SHEET 10 RAID - RADIAL LINE , INC. U.E.-R.A. -UTILITY EASEMENT -RESTRICTED AREA SAND & HILLS SURVEYING ' - POINT OF CURVATURE P.C. 8461 LAKE WORTH ROAD, SUITc 410 E/W #3 P.T. - POINT OF TANGENCY P.R.C. - POINT OF REVERSE CURVATURE LAKE WORTH, FLORIDA 33467 L D If E LA D p I I IL u V E P.N.R. - POINT OF NON -RADIAL INTERSECTION P LB_ 7741 KEY MAP P.R.I. - POINT OF RADIAL INTERSECTION N.T.S. P.C.C. - POINT OF COMPOUND CURVATURE SH0248 P23-152 SHEET 2 OF 14 PLAT BK 124 PG 3 E/W #3 KEY MAP N.T.S. SH0248 P23-152 SHEET 3 OF 14 PLAT BK 124 PG 4 PLAT BK 124 PG 5 ,AV rr Z l BEING A REPEAT OF ALL OF TRACT "OS511,..RIVER LAND PARCEL D PLAT ONE AS RECORDED IN PLAT BOO K 118 PAGES 1 THROUGH 16 AND A PARCEL OF LAND LYING IN SECTION 20 i TOWNSHIP 37 SOUTH , RANGE 39 EAST CITY OF PORT ST. LUCIE ST. LUCIE COUNTY, FLORIDA SHEET 5 OF 14 1 0 8 20 40 80 120 SCALE: 1 = 40 i I LEGEND • ,i UNPLATTED i, - I SECTION 20 , ® _ SET I I �'ERMANENT REFERENCE MONUMENT 5/8» IRON ROAD WITH 1.5„ CAP ..TOWNSHIP 37 SOUTH STAMPED PRM L.B. #7741 r RANGE 39 , EAST ❑ FOU ND PERMANENT REFERENCE MONUMENT 5/8 IRON ROD WITH 1.5 CAP STAMPED PRM L.B. #7741 L: I • - SET ERMANENT CONTROL POINT i i � R NAIL WITH 1.25n DISK STAMPED PC I PL.B.L. #7741 I_ 0 - FOU ND PERMANENT CONTROL POINT i j WITH 1. NAIL W K I 25n DISK STAMPED ED PCP L .B. #7741 A - DELTA ANGLE- I: . S AC. ACRES , E I' 200, FPL EASEMENT B.E. BUFFER FFER EASEMENT (O.R.B. 746 PG. 484) CB - CHORD BEARING CH - CHORD ( D DISTANCE I - CENTERLINE I i D.B. - DEED BOOK D.E. DRAINAGE EASEMENT I D.S.E. DRAINAGE SWALE GE S ALE EASEMENT o � � o � » L ARC LENGTH a _ v �r L.A.E. LIMITED , r S895518 E I o I ED ACCESS EASEMENT S 85 35 36 E Q S 89 56 34 E v c� L.E. - LANLISCAPE EASEMENT I , I Z 23T.09 LIMITS I , _ .9 L.M.A.E. LAKE MAINTENANCE ACCESS EASEMENT �� 65 3 Z L_N I 1001.68 OF PLAT _ p o w L.M.E. LAKE MAINTENANCE EASEMENT m N I I -w N.R. NOT RADIAL 00 I m z w I N.R.T.R. NOT RADIAL TO REAR rn m N 00 03 26 E Z J i N.T.S. NOT TO SCALE J m I ►- 18.48 cn .. O.R.B. OFFICIAL RECORD BOOK cn 0 w _ w -- = » - O.E. MAINTENANCE &ROOF OVERHANG EASEMENT. d 55 42 14 , " " 257 9O P.B. PLAT BOOK -TRACT OS?' _ L 63.19 _ TRACT OS5 - _ P.C.P. PERMANENT CONTROL POINT \ L 20.46 0.18 AC. =65.0 R 0 �n _ I / 0.85 AC. „ l PGS. PAGES 3 _ � ° 4 2 L_ A - 8 l 3 3 L - - --F-- .'� P.O.B. , POINT OF BEGINNING p I 6 P.O.C. - POINT G p , „ _ 269.62 OF COMMENCEMENT N 00 1 5 4 E o ° „ I ° » , P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT � ; I N 89 56 34 W 101.11 N 89 56 34 W 988.49 o _ P.S.M. PROFE SSIONAL SURVEYOR AND MAPPER w R=60.00 I R=60.00 w 160.00 I _ w _ o =3 ° I d=36°52'12" � R RADIUS d 6 5212 o d" - RIGHT-OF-WAY I v- _ � Z R/W RIGHT OF WAY _ ° , MIDNIGHT STREAM L=38.61 L=3s.61 0 " " �..� d-90 07 28 I � TRACT A _ _ , BOULEVARD S.F. SQUARE FEET L 62.92 ° n W S.T. - SURVEY TIE I N 89 56 34 W 1415.63 7 _ � _ _ - = W U.E. - UTILITY EASEMENT 75.00 R=40.00' r 1330.34' 2 i V cn RAD RADIAL LINE O w d 89 52 32 W U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA I R=60.00' �i _ tfi x L-62.75 I o ° » o W _ � Q P.C. - POINT OF CURVATURE � � LIMITS :- �r R=60.00' ( d-36 52 12 _ �r � (6 to I m ( _ o P.T. - POINT OF TANGENCY Q W d o d=36°52'12" � 20' P.S.L.U.E. L 38.61 OF PLAT °' I _ , ° n P.R.C. - POINT OF REVERSE CURVATURE 2 o ti N 89°56'34" W 101.46, L=38.61 N 00 03 26 E N 89°56'34" W 989.10' - NON -RADIAL o ( P.N.R. POINT OF NON RADIAL INTERSECTION 3 O 34.93 200.48' P.R.I. - POINT OF RADIAL INTERSECTION z M z p \ _ � w P.C.C. -POINT OF COMPOUND CURVATURE o I / I a, �, R-s5. o0 66 TRACT "OS6" m 3 n �83• ,i , � t� " " 44 23 L 10 10 TRACT OS8 _ „ 12.85' d=25°19'02" 0.85 AC. - .- � d-55 4214 , O I 0.18 AC. _ \ / L=26.51 199.70' L 63.19 42.17 I THIS INSTRUMENT NT WAS PREPARED BY d-_ 18° 02 09 L=20.46 I PERRY C. WHITE> > P.S.M. 4213 STATE OF FLORIDA i i I SAND & HILLS SURVEYING, INC. ti N 89o5634 W LIMITS I 8461 LAKE WORTH ROAD SUITE 410 I N 89°56 34 W ' 237.44 OF PLAT S 84 56 03 W LAKE WORTHFLORIDA 33467 55.02 I - I 1063.23 I L�-7741 : I I I 150,R/W I ' I i 200 FPL EASEMENT (O.R.B. 746, PG. 484) a cn SHEET 5 SHEET 4 SHEET 3 Z SHE f I ET 2 I I SHE SHEET 6 ET 14 SHEET 13 UNPLATTED - SECTION 20, OWNSH P 37 SOUTH, SHEET 12SHEET 7 RANGE 39 EAST--,,,._, SHEET 8 SHEET 11 r, 4- SHEET S SHEET 10 Ti I I I I 1!�j > s E/W #3 KEY P N.T.S. SH0248 P23-152 SHEET 5 OF 14 PLAT BK 124 PG 6 ! i, PL R p L of RaLD C ,l _ A ONE AS RE CORDED D IN t AND PARCEL D PLAT , BEING A REPEAT OF ALL OF TRACT OS5 RIVERL s f � LYING IN SECTION 20 PLAT BOOK 118 PAGES 1 THROUGH 16 AND A PARCEL OF LAND LYI , ST. LUCIE COUNTY FLORIDA , RANGE 39 -EAST CITY OF PORT ST. LUCIE , TOWNSHIP. 37 SOUTH, �f SHEET 6-OF 14 !I; i f II !f f I i l i 1, 1 1 0 8 20 40 so 120 MATCH T 5 C N8 9 8 H NE _ s 3.91 � (SEE S H E E 3 . R , 19 8. 0 _ 0 2 ' 2 40 4 SCALE 1 11 L li , 80. 45 P. h. � w ° N l , M A , N 6 T ' W J _ H 2 r R 30.00 7 (S EE S { L 1 E I E N i s _ E -46 13 04 � H � F T _ , R 30.00 2) - .20 , 4 L 2 _ 2 . u LEGEND: .E. ► 8 L , R. 1 I , A. 6 _ I � 44 15 49 co 728 , 2 10 _ U.E._ � ! 3.18 0 L 2 100 S.F. cy _ 5 N lle , ® - SET PERMANENT REFERENCE MONUMENT 7 0 o I 0 20' 08 22» 5/8" IRON ROAD WITH 1.5" CAP I W616.12' N ° ., 5p•20' STAMPED PRM L.B. #7741 84 54 06 w oz - FOUND PERMANENT REFERENCE MONUMENT 1 127.00, V N O w _ 5p•20' 1 : � � d � � 5/8" IRON ROD WITH 1.5" CAP STAMPED PRM L.B. #7741 20 N i 5p 2 o ct N ti 823 20 N I O UNPLATTED o o I w O SET PERMANENT CONTROL POINT L.M.E. I �" � ° 0 7Z9 - Q 9247 S.F. ,. 741 L.M. �n O o d o cn _ NAIL WITH 1.25 DISK STAMPED PCP L.B. #7 SECTION 20,` NLu 6375 S.F. o z I N O - FOUND PERMANENT CONTROL POINT T WNSHIP 37 SOUTH, �I O ° cn 822 a� _ NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 V N N O !'O O it RANGE 39 EAST N 84°54'06" w I 2 , I -12' u•E.-R• z 821 . I $436 S.F. � N O ° 0 -DELTA ANGLE 5 25' A. N w M N W AG ACRES 127.00' R=25.00' Z 6436 S.F. ai 8Z0 B.E. - BUFFER EASEMENT_ - =82°14'15" N N O !� o w CB - CHORD BEARING f; tci 6436 S.F. co 819 w . = z - L 35.88 H DISTANCE 3 CH CORD DI E � 7 O 10 U.E.•-� - � cv N � N - I pI o - „ ram` 6934 S.F. Z 6436 S.F. en CENTERLINE 42 _N a D.B. - DEED BOOK D.E. - DRAINAGE EASEMENT p 50.20, D.S.E. - DRAINAGE SWALE EASEMENT R=4 20.00' ti N 84 54'06" w - i 127.00' u� �. L -.ARC LENGTH �, 5020, 0 5°34'S9" ; � �i } '_' -___ N l,e -� � Ld L.A.E. -LIMITED ACCESS EASEMENT N L.E. - LANDSCAPE EASEMENT a? o p �� 0822 W `�5020' L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT _ � I ;, o BIRDS 43.1.82, L=40146 _ __ _ 0 L.M.E. - LAKE MAINTENANCE EASEMENT _ N 731 NG 50. , ° i d � coo a ai c"w N l7°08 22" L'4NE �0 _ N.R. - NOT RADIAL ! �' 6934 S.F. I v' I m __ W 528 4l N.R.T.R. -NOT RADIAL TO REAR r d- �, ,v 'n TR,4C --�_ N.T.S. - NOT TO SCALE I T A� O.R.B. - OFFICIAL RECORD BOOK "' N 84°54'06" w I 1� N lle0-, ,� !n 25•g 822" O.E. -MAINTENANCE & ROOF OVERHANG EASEMENT 0 127.00' o o R=25.00 4 '� W 42 J. �- P.B. PLAT BOOK A=97°45'45" 20 0 0 Lo o L=42.66' "� P.C.P. PERMANENT CONTROL POINT I, N z z 5' L - 50,2 ' PGS. PAGES 0 732 E �o l o _ P.O.B. -POINT OF BEGINNING N. N 50.20, 6375 S.F. o I ,� o P.O.C. - POINT OF COMMENCEMENT 20 �, r 10772 S.F. P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT , II �-- f L.M.E. N 84°54'0 25 / co N �RACT »» 6 W 25' P.S.M. -PROFESSIONAL SURVEYOR AND MAPPER L21 _ 127. ' / a . J J R RADIUS 00 N 84°54'06" W r r ^� c" o R/W -RIGHT-OF-WAY WA7E�R MANAGEMENT TRACT o / w S.F. - SQUARE FEET 20 8.22 ACRES �! I � 2' U.E.-R.A. 144.28' / S.T. - SURVEY TIE L.M.E. 0 733 o I Lo � co 851 _ LU,.� M.E. � O 1 v - - / m O O M U.E. - UTILITY EASEMENT N � � O / N r .•► 6375 S.F. I o cy p �n 6425 S.F. ;n cb _ f�/ RAD RADIAL LINE � I N N O 825 _ ° cv /� O LIMITS I I 0 / CD N N A 850 U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA o � N r N 84°5 ' » N 7071 S.F. r z z cD w P.C. , - POINT OF CURVATURE "�' 4 06 w I o co N_ 6335 S.F. N N ©F PLA I - w 5 p 127 ' x I I S.E.-._/ cn cb V P.T. POINT OF TANGENCY } 00 N 84 54 " / �r 2 P.R.C. - POINT OF REVERSE CURVATURE _ !n '06 W o N (V _ n P.N.R. POINT OF NON -RADIAL INTERSECTION cy o I I 137.43' n Q' w 0 734 1 ° 4 P.R.I. POINT OF RADIAL INTERSECTION ,n O o 'n 10.55 4 I N W o o P.C.C. POINT OF COMPOUND CURVATURE 6375 S.F. o z Icy I N ° u->�, O 826 27 44 49 W 19.01, 12.92 5 - N 84 ' " L ,e 6752 S.F. 0 20' 54 06 w I I I N ?7e0 , 1- Q A=56018'19" J4 822 W 127.00 L=34.39' S55' o W THIS INSTRUMENT WAS PREPARED BY N 84°54'06" w N� UNPLATTED N a I 127.00, = 0. PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA P.R.C. 735 I o I c� j _ �=0°50'58" 20' A 97 45'45" SECTION 20, N a f- Io I L=o.S . _ SAND & HILLS SURVEYING, INC. TOWNSHIP 37 SOUTH, 6375 S.F. 0 N z L-59.72 "' «o , 827 - L.M.E. I o I �--10 v. O -- � 8461 LAKE WORTH ROAD, SUITE 410 RANGE 39 EAST ; N 84°54'06" w V E. 6375 S.F. of v LAKE WORTH, FLORIDA 33467 127.00' N 05°05'54" E N 84°54'06" , LB-7741 2 U.E.-R.A. W 51.15 A-2°46'49" 1.46' 127.00' j L=55.90' 736 A=2°46'49" _ ►� O L=49.74' I co �m �0 6708 S.F. _-3"18'12" 828 A=3°18'12" m I I r� N o N L 56.21 O L_4 Q (D N N O N 6860 S.F. 8.89 N °. _ J N 87040'56" W J J a ►� I I �- a p /�, u00 R=2880.00' a z 127.00, _ N J E- co SHEET 5 SHEET 4 SHEET 3 0 6�2T47» + o 0 0= o I N 88°12'18" W _ J w `U ET z SHE 2 _ _ _ 2 wr iv =° " d=2°45'54" ( I o o No 127.00 0 W v L=324.86 0 2 45 54 737 _ ° I . I I a L=55.59 O L=49.46 M ao m o _ Q 6671 S.F. n n o V z N g SHEET 1 I u ( ° =3° 4'08" = e » Q ►� SHEET 4 l� ti d 4 4 N 4 2 8Z9 3 24 08 u Q SHEET 13 �- e L-57.90 O L=50.36 20 - N 89°33'10" E - 6874 S.F. d 0 00 00 0 0 �-- w L.M.E. O � z o I I o - 127.00 Uri o n ui 0 F _ N m Q -�' N O f� e ' » I I 0 0 c� N 88 23 33 E n '54" A=2°45'54" n n 127.00 0 2 45 738 _ u L=55.59 O t L-49.46 ` � SHEET 7 SHEET 12 6671 S.F. I I e 20' 10' U.E. e ,. A=3 24 08 p 3 24 08 830 O L=50.36' 20' L.M.E. 86°4T17" E L=57.90' N 6874 S.F. L.M.E. . 127.00' • MATCH LINE (SEE SHEET 7) N 84 59 is SHEET 8 SHEET 11 127.00 SHEET 9 SHEET 10 E/W #3 KEY MAP N.T.S. - SH0248 P23 152 SHEET 6 OF 14 �j �� PLAT BK 124 PG 7 - Ws KI s: EEFf- L s R VERLAN P•r. r e t PLy.. 4 _ , T- VE BEIN G A REP LAT OF ALL OFT P TRACT OS5-RIVERLAND PARCEL D PLAT ONE AS RECORDED IN � f PLA T BOOK 118 PAGES 1 ..THROUGH _ z 16, AND A PARCEL OF LAND LYING IN SECTION 20, TOWNSH IP 37 SOUT H, RANGE 39 EAST CITY OF PORT ST. LUCIE ST. LUCIE COUNTY. FLORIDA f f f f SHEET - E 7 OF 14 z. 20 8 40 80 0 , 120 = R.00 R-9 75.00 A MAT C H LINE N E A-13e02 04 » �-13o 02 04 SCALE. 1 40 (SEE SHEET L-233.18, L_221.80, N 8 6 47 17 E 7 i 00 � 1 �- 2 � 1 r` 3 o , E : 5 _ 4 5 9 2 N N 8 I _ LEGEND o , I N O _ _ 4 5 _ o , 5 _ 54 4 0 0 _ 5 739 .o 4 2 2 7 d u 12 _ O o _ o R 848.00 _ J _ 6 �n _ _ 9.4 ° , » 5. 59 4 L 5 L » - t- - - SET 13 02 4 ® PERMANENT REFERENCE O N » e 5 � 0 E EREN E MONUMENT 6671 S.F. , _ 3 _ 5 e 5 N 2 fi5 I I 3 o _ 55 !� _ 5/8 IRON ROAD W � 192.91 I R D ITH 1.5 CAP N L 3 1 _ o _ 3. R 1152.00 Oil I I 8 0 L 4 _ 9. 4 831 L ST AMPED AMPED PRML.B.e z 0 L #7741 0 23 E n N 2 04 4 O1 n N8 � i � o ff » _ e m 681S.F.D PERMANENT REFERENCE MONUMENT _ 9S ❑ ;� L 262. 7 f 0 , I TR ACT RACT L18 » 0 - rn c U.E " _ 7.0 � 0 R 2880.00 12 1 7.14 5/8 IRON ROD WITH 1.5 CAP o e i� 2 , 0 3 WATER MANAGEMENT TRACT 2 = 57 3 p STAMPED PRM L.B. #7741 _ o f » � 1 .14 » 7.0 4 7 12 E - o N » 4 0 0 6 , 5 27 47 _ 3 e _ 5.05 0L.M.E._ 33 3 82 o L1.72 ACRES • SET PERMANENT L.M.E.-1 57 L N A NT CONTROL POINT o N 07 56 W » f` _ 74 0 r 10 3 9 9 _ S NAIL WITH 1.25 D _ H DISK STAMPE D ED PCPL.B. #7741 3 .A 0 0 L R , L _ E T L 324.86 � c 2 � -TRACT 5s.o9 N Q C FOUND PERMANENT CONTROL _POINT N o 6A 7461 S.F. 0.0 2 5 „ ti 0 NAIL W WITH 125 DISK STAMP PCP . . cn 5 o NSTAMPED C L B #7741 2 I 7 0 w o 12 m = E R 30.00 _ - 0 � DELTA ANGLE N Nw ' o No NO�74 --- 1 Z� Icn 0o. No 82 0 3 L_ -2. _ 81e5615 „ 50 E O AC. ACRES 82e C� L=42.90B.E.E_BUFFER AS M N Tw o 27.00 o -450 5,56» CB BEARING ATT D 6434 S.F.'fl 0 w CH CHORDDISTANCE J -o NSECT 0N 20 co D � - I I � = CENTERLINE m _ a_ N 89 52 25 W 167.49 D.B. - IoI w_- < wmw I cnI O _ l II _ DEED BOOK 57.10, D.E. _DRAINAGE EA SEMENTTOWNSHIP 37 SOUTHP.C.C(�'0 o .62 RANGEII 39 EAST o� 7 7252 S.F. + o_ O 135.82 e14 34 D.S.E.DRAINAGE SWALE EASEMENT 3 14Lo L ARC LENGTHm wcJ-1 Lr 20r N 82°o350 5- b L.A.E. LIMITED ACCESS EASEMENT � �, ° v L.E. LANDSCAPE EASEMENTL.M.E. 127.00 o 7265 S.F. o0 u I ( L.M.A.E. LAKE MAINTENANCE ACCESS . EASEMENTM ENTN _ I� O L L.M.E. - i I I LAKE MAINTENANCE EA-SEMENT cfl 03 5, co N.R.NOT RADIAL E _R A N2 N 10 5 w �n N.R.T.R. NOT RADIAL TO REAR 0 142.3, 835 n o � oLIMITS 6375 S.F. ti•N N.T.S. - �I 1 0 8 1 � NOT TO SCAL E 1210 N 720G S.F.SFz. 7207 S.F.S.F oO.R.B. _OFFICIAL RECORD BOOK PLHp 20 N82o03 50w R_625.00 o o O.E. MAINTENANCE & ROOF OVERHANG ANG EASEMENT 10.81 _2°39 36 M P.B. PLAT BOOK34 L.M.E. 127.00 coo P.C.P. -PERMANENT CONTROL POINTL=29.01 9990 S.F. Zw 20, D.E. a PGS. PAGES R 25.00 1 _ _ 5 L.E. P.O.B. POINT OF BEGINNING _ e 3 �-84 35 50 0 10 10 _ 03 2 .- 743 5 ro „ !� D P.O.C. POINT OF COMMENCEMENT e _ CO ENCE ENT _ 3 O N - p 5 03 2 L=50.74 - m L-36.91 5 D.S.E-►1 ( cp .- .- j iv W .. P.S.L.U.E. -PORT ST. LUCIE UTILITY EASEMENT .54 7105 S.F. Tn -_ -1 L-39 ti solo N • I I ►� , I Z .- P.S.M. PROFESSIONAL SURVEYOR AND MAPPER r� m ,� cu ° 110.96 57.10 57.10 1--1 R -RADIUS N tf) O C4 J u N 87 O7 13 n � it N 89 52 25 W 333.97 w R/W RIGHT-OF-WAY J lfl ir) w - 127.00 -� -� LEMON BAY LANE _ S.F. SQUARE FEET _ _ II = N _ S.T.» » ,� e » , V cn T. SURVEY TIE = M N 89 52 25 W 381.18 _ O TRACT L21 � I I � c.� - - - - - - .-. U.E. UTILITY EASEMENT 1 1 co 4 [0 00 ~ w TER MANAGEMENT TRACT v e » _ ° » w RAD - RADIAL LINE Q� 0-6 26 35 7Ll Ll 6 26 35 ' _ ( _ _ 0 ,� _ ' ,n �r ,n N TRACT �► .. U.E. R.A. UTILITY EASEMENT -RESTRICTED AREA 00 �.22 ACRES L=50.38 L 64.66 n 7305 S.F. n u e » P.C. -POINT OF CURVATURE _ N 89 52 25 W 332.24 M d 4 0 4 -- P.T. - POINT OF TANGENCY ., _ o _ 50.62 52.20 52.20 20.00 52.20 P.R.C. POINT OF REVERSE CURVATURE , o N 86° „ o 0 0 00 - - P. . - 2612 W o z o 0o a N R. POINT OF NON RADIAL INTERSECTION W o o u � _ / m co I _ �. P.R.I. POINT OF RADIAL INTERSECTION st 127.00 li m o N R=25.00 I w 20 D.E. & _ m c� P.C.C. POINT OF COMPOUND CURVATURE LO a � co m r A=86034'40" w � 20 L.M.A.E l II i M �=4018'55" I I °- L=37.78' � b _ , A=4° " 4 �-I N o 0 N- L 33.74 18 55 2'U.E.-R.A. O 745 _ � + 0 O L 43.31 ° 17.05' 7057 S.F. w �Nc 0 W R=625.00 _ _ W cn W 'n - THIS INSTRUMENT WAS PREPARED BY N 82° , » 17•0 , 0 4 19 48 n 0 cr � 854 t a a � a55 o ti PERRY C. WHITE P.S.M.0717 5 , 0 0 4213, STATE OF FLORIDA Z W L-47.23 r- 853 z o M N f 12 � � e ,.� O � 6661 S.F. % F- o i`- 6629 S.F. o -- 7.00 25 25, o r 7173 S.F. o o SAND & HILLS SURVEYING, INC. o z _ o Q o -z UNPLATTED o 852 z �, o 8461 LAKE WORTH ROAD SUITE 410 I ;; N CO 10 V E. O _ �n � z � z ' SECTION 20, - 746 ► 10984 S.F. LAKE WORTH FLORIDA 33 0 467 V _ � OI N LiJ � CO "� � ' v ,r, r� 6934 S.F. � K? _ TOWNSHIP 37 SOUTH, o M II LB 7741 I W ~ CY N � . �� I � lt1 J RANGE 39 EAST _ rr N �_", a d N 82'T d in d N 1 34.62 20.00 52.20' 27 = 89.32' - - - - - 46.81' - - N 89°52'25" W b w 20 z coo a i� U ih N 89°52'25" W 136.13' 211.84 N Q cv fn Q d cn SHEET 5 SHEET 4 T L.M.E. �n 747 0, (>` �, (N.R.) SHE - 3 1- Ln f A=34051'21" z S coo 0 o ti io L=18.25' R=30.00' 7-2 6934 S.F. I z o ca 881 ,� p z o O r A=84048'54" 20. U z I,�, r- N 82007' „ 2 U.E.-R•,4 6648 S.F. Ki L=44.41' 17 y� ,� SHEET 6 SHEET 14 L.M.E. w 18.1 ' 1 f 10' U E. e » 8 27.00 SHEET 13 R=1152.00' N 89 52 25 W _ ° 133.00' `� � TRACT ff 1 ff A7 45 07 18.18' � L 9 L=155.86' A=1045 49„ doccon oa Lo � WATER MANAGEMENT EMENT TRACT O8 N.0 d,n ) O_ m � _0L-35.46, 'N 6564 S.F. 49�,2.00 ACRES ° ° 0L=31.55 =1°2TO1" 6731 S.F. 20, SHEET SHEET 12 N 83°53'06" w L=24.68' L.M.E. 127.00 ' N 89052'25" W 134.97' MATLINE H -�- - (SEE SHEET 8) _ R 1000.00 A=7°45'07" L=135.30' SHEET 8 SHEET 11 CB=N 04°00'09" E CH=135.20' �. SHEET 9 SHEET 10 E/W #3 KEY MAP N.T.S. SH0248 P23 152 SHEET 7 OF 14 PLAT BK 124 PG 8 I D p I n i CEL D L Z T; VE BEING A REPEAT OF ALL OF TRACT. ff OS5ff , RIVERLAND PARCEL D PLAT ONE, AS RECORDED IN PLAT BOOK 118, PAGES 1 THROUGH 16, AND A PARCEL OF LAND LYING IN SECTION 20, TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA } SHEET 8 OF 14 4 � , MA a N 83053 " (SEE LINE E 0 : 8 20 40 80 120 0 I s W EE SHEET _ 127.00, 7) N 89 52 25 W i E 134.9T �_ , 2 45 54 �_ ° „ >2 U.E.-R.A. i L=55. 749 2 45 54 L 59 I L= _ W SCALE: 1" = 40' 49.46 m m 6671 S.F. 879 v cfl o N=2°5T39" u, rn m = 6778 S.F. 'n d m I I L 50.38 _ ff ff E TRACT L 19 ! , Oil N 86°39' „ o �' � �_ ;n o N 895225 W 127.0o' _j o1ic"on �o WATER MANAGEMENT TRACT 134.65' 2.00 ACRES LEGEND -O tc n -n o= o►-- �r r. �r A_ ° " _ ° n m o o if 0 0 2 57 07 N ° 2 45 54 7jQ 2 45 54 a z = _ 878 R=35.00' ® SET PERMANENT REFERENCE MONUMENT ti _ O �r L 50.23 O � n L-55.59 L=49.46' ° - � o L.M.E. ° " r` ° m � �-95 1106 5/8" IRON ROAD WITH 1.5" CAP 6671 S.F. r` o LL' 6810 S.F. _ ° " , d n r` J 50 4611 L=58.15 STAMPED PRM L.B. #7741 4 - L-31.01, 2U.E.-R.A� 4 (N.R.) ❑ - FOUND PERMANENT REFERENCE MONUMENT _-►-1 dI L N 89024'54" W N 89052'25" W 144.64' _ w 5/8" IRON ROD WITH 1.5 CAP 127.00' " oN STAMPED PRM L.B. #7741 -70.08' - - - - - 50.20'- 24.3T - N 89°52 25 W 239.29 � _ _ _ • SET PERMANENT CONTROL POINT =0°2T31"=0°2T31" W - - - - - - - - 1 20' L=9.22' L=8.2 ' > "- - - 50.20' 50.20' 50.20' NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 0-0 23 21 - 751 � , w �� L.M.E. bo m >R L=6.62 0 _ I I � O -FOUND PERMANENT CONTROL POINT °° I �i Q N ti '`? NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 6425 S.F. o N m - Z t[) II A - DELTA ANGLE M J ► t- II A f d C - ACRES 0 N 89052'25" W i ( V to O_ Q o B.E. BUFFER EASEMENT w w 127.00 NW w I 1 CB -CHORD BEARING cq F- _ _ _ w w w - w Q «' M o b _ x CH CHORD DISTANCE o _ o m m m_ o o % 877 ti 876 r` 875 0 874 M o 873 r O 872 0 cy 752 N o I 1 O o r� O o ti O d o O o O r` o O ti l o CENTERLINE O II o '� o '� o r` o ►� o r` o ti D.B. DEED BOOK 6375 S.F. V � o0 9470 S.F. o0 6877 S.F. 0 6695 S.F. o �, 6375 S.F. o �, 6375 S.F. o �, 6375 S.F. o �, D.E. -DRAINAGE EASEMENT 10' U.E. "' O z z o 0 0 0 m z D.S.E. DRAINAGE SWALE EASEMENT j z Z z Z N 89°52'25" W 10 U.E. L - ARC LENGTH j'� a � 25' 25' I I d L.A.E. -LIMITED ACCESS EASEMENT I 127.00 w L.E. - LANDSCAPE EASEMENT !=90 00 00 w o L.M.A.E LAKE MAINTENANCE ACCESS EASEMENT w Ii W L.M.E. - LAKE MAINTENANCE EASEMENT 0 0 753 o L=39.2T N Z co O c� �_ N.R. -NOT RADIAL F-1 N.R.T.R. NOT RADIAL TO REAR 6934 S.F. I I 45.10' So.20' 50.20' 50.20' 50.20' S0.20' � F- W N.T.S. NOT TO SCALE I r- N 89052'25" W 383.45' = _ O.R.B. -OFFICIAL RECORD BOOK TIERRAMAR LANE 'n (n O.E. MAINTENANCE & ROOF OVERHANG EASEMENT N 89 52 25 w N V jA 127.00' N 89°52'25" W 433.45' W P.B. - PLAT BOOK - _ Q LLJ P.C.P. - PERMANENT CONTROL POINT 00 _ PGS. - PAGES L, � o o TRACT AM N P.0.6. -POINT OF BEGINNING 754 (cq I P.O. . POI F COMMENCEMENT °° - N 89°52'25" W 383.45' P.O.C. POINT 0 CO E w w _ P.S.L.U.E PORT ST. LUCIE UTILITY EASEMENT 6934 S.F. rmn I 1 40_50' - 50.20' - 50.20' 50.20' 50.20' 50.20' P.S.M. PROFESSIONAL SURVEYOR AND MAPPER Lo to_J o N 89052'25" W w w a R -RADIUS ° a oo R/W RIGHT-OF-WAY oR=25.00' o 127.00n S.F. SQUARE FEET A=90°00'00" z I L-39.27 o S.T. SURVEY TIE iv U.E. UTILITY EASEMENT N 755 S ' o o O o z z I I w w w w RAD -RADIAL LINE 6375 S.F. I ,n I m m m U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA _ _ _ w w ,o o o o ,h o P.C. - POINT OF CURVATURE ° " - Ln _ 884 0 � 885 ~o ti 886 ~o ti 887 0 P.T. - POINT OF TANGENCY N 89 52 25 W I I rn o 883 rn o O ° N O ° N O ° N O ° N - o O - P.R.C. POINT OF REVERSE CURVATURE 127.00' _ 882 7319 S.F. 6 6758 S.F. o 6375 S.F. 0 6375 S.F. o 6375 S.F. o P.N.R. POINT OF NON -RADIAL INTERSECTION 10 I o 1 9416 S.F. o v o z z z z �r CC) o o _ P.R.I. POINT OF RADIAL INTERSECTION o b p N z z P.C.C. POINT OF COMPOUND CURVATURE N 756 IN1 01i o`� to 20' 6375 S.F. e o 1 Iw „J ti L.M.E. I I (L �" d °' N 89052'25" W w _ `o I ( H b w Lq 50.20' 50.20' 50.20' THIS INSTRUMENT WAS PREPARED BY 127.00' co � Q rn `n _ J N N 89052'25" W 252.25' o PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA 757 oI o g = �65.50' _ = - - 5ozo'- - N SAND & HILLS SURVEYING, INC. I o 0 10' U.E. o " z N 89°52'25" W 128.37' 8461 _LAKE WORTH ROAD, SUITE 410 { 6375 S.F. -'I �I (N.R.) ° " R=30.00' LAKE WORTH, FLORIDA 33467 A=21 55 17 A=90000,001, N 89652'25" W o Icy �-10 U.E. 916 L=11.48' o L=47.12' LB-7741 a 127.00' O o w2 U.E.-R.Ay I I 6343 S.F. �; x ' 25' 25' n n I N N 89052'25" W TRACT »L20lf WATER MANAGEMENT TRA CT .� 6375 S.F. 2' U.E.-R.A. Z 2.46 ACRES a cn SHEET 5 SHEET 4 SHEET 3 N 89°52'25" W N 915 N 20' z SHEET O lLo o 2 127.00 � 6335 S.F. �' L.M.E. N 89052'25" W SHEET 6 SHEET 14 126.20' SHEET 13 MATCH LINE (SEE SHEET 9) - _ + SHEET 7 SHEET 12 w E/W #3 KEY Mrs!_ N.T.S. SH0248 P23-152 SHEET 8 OF 14 PLAT BK 124 PG 9 4 EAPR Itrod I. R,., p A c IL P 1 L u r t BE . ING A REPEAT OF ALL OF P� TRACT 0 S5 , RIVERLAND PARCEL D PLAT ONE, AS RECORDED IN Cl 4 � PLAT BOOK 118 PAG ES 1 THROUGH 16 D LYING N 0 r � , AND A PARCEL OF I I SECTION 2 , TOWNSHIP 37 SOUT H, RANGE 39 EAST CITY ` OF PORT ST. LUCIE ST. LUCIE COUNTY FLORIDA SHEET 9 OF 14 i I I ; P: j € I 0 8 20 40 80 , 120 Fri.... ,, j MATCH LINE SCALE: 1" = 40' N 8905225„ W (SEE SHEET 8) s 127.00' i 2 U.E.-R.A. 0 759 o N 89 5225 W N 0 N 25 25, LEGEND O o , €n 126.20 s > 375 S F. 20 , -SET PERMANENT REFERENCE MONUMENT I II 5/8 IRON ROAD WITH 1.5 CAP ° „ - - L.M.E. LIMITS o a N 89 52 25 W 9 j 4 N » » STAMPED PRM L.B. #774 0 . . I o I o N 00 07 35 E TRACT L20 OF PLAT 127.00 - ,� L, , eo 0o 0 6335 S.F. 143.30 ❑ FOUND PERMANENT REFERENCE MONUMENT 0o co „ „ WATER MANAGEMENT TRACT 5/8 IRON ROD WITH 1.5 CAP _ e ,n R=30.00 o „ 2.46 ACRES STAMPED PRM L.B. #7741 o I o I �n F- N 89 52 25 W 20 N 760 N Z � Q o=90°00'00" O w woe w - SET PERMANENT CONTROL POINT o R 126.20' L=47.12 6375 S.F. 'n I I-- 3.90 NAIL WITH 1.25„ DISK STAMPED PCP L.B. #7741 I I m d _ O V rn ti ti O FOUND PERMANENT CONTROL POINT L E. ° , o o ° „„ 0 0 _ _ w, 7w0L_muj N 89 52 25 W ° ° OC � 64 54 37NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 O O O N 913 0 a, _ N O o 0 o L=33.99 J ° „a DELTAANGLE 127.00 N 89 52 25 W 461.48 z z z 6798 S.F. AC. ACRES II M 37.48 50.20 0. - I( 5 20 54.60 54.60 I B.E. BUFFER EASEMENT _ --2 U.E.-R.A. UNPLATTED � O O e , „ m N 761 N N 89 52 25 W .- CB -CHORD BEARING , O 10 U.E. rn SECTION 20 0 0 �► _ 143.4$ N - CH CHORD DISTANCE Lo �, I _ 6375 S.F. _ i �, OWNSHIP 37 SOUTH, 0 0 , I ° rn � -CENTERLINE 10 U.E. I D.B. DEED BOOK o „ : RANGE 39 AST I M N RA E E N 89 52 25 W m I o J D.E. -DRAINAGE EASEMENT u m 4 D.S.E. - DRAINAGE SWALE EASEMENT 127.00 I w w w w w 9.20 N _ x � L -ARC LENGTH rn �n _ rn _ _ w ^. ro o rn o rn O � o L.A.E. - LIMITED ACCESS EASEMENT _ N 10 N 909 908 907 „ _ % ti N N N 7 2 _° 912 � ti ti ti _ 00 0 6 _ O O O O O 0 21 17 49 z L.E. LANDSCAPE EASEMENT co co cfl 0 0 o c� co O o 0 0 w Ih o o co ( - _ 6347 S.F. ° N 6335 S.F. N 335 S.F ° N N ° N rn L-46.46 r� o r o 6 0 6891 S.F. o 6891 S.F. o L.M.A.E LAKE MAINTENANCE ACCESS EASEMENT O �r rn 7062 S.F. -4 1 14561 S.F. m ,r, \ I o 0 0 0 o O oo - r- a� �r o o L.M.E. -LAKE MAINTENANCE EASEMENT ° rn �� o z z z z z o w � o I I N.R. NOT RADIAL r� o 0 (N.R.) I \ rn o I a N.R.T.R. NOT RADIAL TO REAR „ w 15 D.E. ., . ; � N 89 52 25 W c> � � _ - � 0 0 5 L.E. N.T.S. NOT TO SCALE _ , ., TRACT L21 0 135.54 � - 9 w -.-�- O.R.B. OFFICIAL R - - - 2 O° I 0 7.5 0 FICI L RECORD BOOK V -►.I - o s Q V o \ 5 D.S.E. O.E. MAINTENANCE & ROOF OVERHANG EASEMENT o WATER MANAGEMENT TRACT o w o „ �o �. o,� _ 7.5 W oo = o I N . 0 26 23 10 \ S ,9 O , � 1 P.B. PLAT BOOK z o o o O. -1 m ' 8.22 ACRES o = - �' ° \ - - - .� - - >A 763 L 57.57 0 ( , P.C.P. PERMANENT CONTROL POINT � r'S \ o, <� � 68.48 50.20 50.20 50.20 54.60 54.60 W Ln \ \ 0 0 ? PGS. - PAGES I'n 8208 S.F. (N.R.) .9 �+ N 89 52'25" W 674.68' .. c3� ° „ o° y � � N P.O.B. . -POINT OF BEGINNING N 68 07 47 E � O 1 S E- I`• p, � COMPASS POINT DRIVE _J P.O.C. POINT OF COMMENCEMENT F N O ° „ 20.21 ppry . g2, 8 ° W P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT o N 89 52 25 W N 89 52 25 W 724.68 = W O <. - - - - - - 2 P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER 149.10 _ o „ �9 V to R _ A O A-28 22 45 6 RADIUS Li _ 3S, "A" �n �- W - RIGHT-OF-WAY \ TRACT A N R/W RIGHT OF WAY Z Qw o S.F. -SQUARE FEET N 764=09°30'15" N 89°52 25" W 674.68' ui o O - S.T. - SURVEY TIE to °_ (N.R.) L 20.74 �ti 21.20' 50.20' 50.20' 50.20' 50.20' , , 10180 S.F. 53.20 53.10 U.E. -UTILITY EASEMENT iv N N6546.18'"E h' - 46.18 �` d RAID - RADIAL LINE „ +� w j U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA N 89 52 25 W 176.14 h = ^ :- w I ( I - /tij rn , � ,,,.� w P.C. -POINT OF CURVATURE 20 197.20 °h •.°� ti ~ p o o P.T. - POINT F TANGENCY P I 0 T GE CY 20 P.S.L.U.E �"� co z n o a iv I _ L.M.E. ^� .. I P.R.C. POINT OF REVERSE CURVATURE 187.89, � N ^ II J - _ - -� z 4 P.N.R. POINT OF NON RADIAL INTERSECTION _ " " w w w w w _W w w TRACT OS12 It t r z I= I _ P.R.I. POINT OF RADIAL INTERSECTION t _ (n _ O766 to _ Orn _ OrnOO On 1.56 AC. ►n M o to O n o o o I O �o _ P.C.C. - -1 O oo a POINT OF COMPOUND CURVATURE 20f " n -N ti N ti N N r` N N 895225W 188 00o 0 0OD o 00 o cto O CC)L.M.E. o 7o Li 6436 S.F. 6436 S.F. o 6436 S.F. 6436 S.F. 6820 S.F. o-6807 S.F. O O O O o 7109 S.F. Z Z Z z z Zz �I to , 20 P.S.L.U.E. THIS INSTRUMENT WAS PREPARED BY - � o � 12 D.E. 0 o N PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA - o !2 15 6' SAND & HILLS SURVEYING, INC.N 00007 35„ E w 69 w 116.0o x 8461 LAKE WORTH ROAD, SUITE 4TRACT 10 "� ro 0' ' 0'12.0o N 89°52 25„ W 172.00 0.50 AC. 50.250.200.2050.2053.253.10' .5LAKE WORTH, FLORIDA 33467 - -� - N 00°0T35„ E o N 89052'25" W 783.68' 8.00 LB-7741 8.00 - TRACT "OS 12" - z _ TRACT "OS 12" 0 0 O 1.56 AC. Lo 1.56 AC. N 187.00' 188.00' 1, 925.68' a IN SHEET 5 SHEET 4 SHEET 3 wSZ N 890 52 25» W 1300.68 w"EET 2 � /W #3 R/W O NORTH LINE OF, E NORTH LINE E OFi PG. 8 3 SW MARSHALL PARKWAY LIMITS SHEET 6 S"eET 14 (E/W #3 RIGHT-OF-WAY SHEET 13 O.R.B. 2972, PG. 802) OF PLAT (150 R/W) SHEET 7 SHEET 12 o , SOUTH LINE OF SECTION 20-37-39 _ - - - - - - - - - - - - - - - - -NORTH LINE OF SECTION 29-37-39 - - - - - - - - - - - - SHEET 8 SHEET 11 SOUTH LINE OF E/W #3 R/W (O.R.B. 2972, PG. 802) I SHEET 9 SHEET 10 E/W #3 KEY MAP N.T.S. SH0248 P23-152 SHEET 9 OF 14 ,i PLAT BK 124 PG 10 t k r .o- ,. -,.AM e z vE cp _..r ...,. 1 _ BEING A RE - PLAT OF ALL OF TRACT OS5 RIVERLAND PARCEL D PLAT ONE AS RECORDED IN , C Q� PLAT .BOOK 118 PAGES 1 THROUGH 16 AND A PARCEL OF LAND LYING IN SECTION 20 1 I TOWNSH IP 37 SOUTH RANGE 39 EAST CITY OF PORT ST. LUCIE ST. LUCIE COUNTY FLORIDA E • r SHEET 10 OF 14 �I i 0 8 20 40 80 120 I i MATCH LINE �`�►►. N 89° 52 25„ W (SEE SHEET 1 U �. �- . 127.00, N 89°5225" W SCALE. 1 40 ; " N 00 07 35 E � t II TRACT L 27.00 20 ; 0 , 0 785 0 78 85 ii CO I N N WATER .MANAGEMENT TRACT s 10 U.E. o o , " 20 cD o i _ o , _ II _ 0 38 112 7 _ � 20 N R 30.0 6375 S.F. 0 2.46 ACRES o 8 9 9 N r � _L.M.E.L. L 20.00 90 00 00 ME 25 25 LEGEND i I IL.M.E.= o L e " 6429 S.F.S.F L 47.t2 WESTERLY BOUNDARY OF �- N 51 40 57 W N 89 52 25 W SET PERMANENT REFERENCE ® EMONUMENT 8. 7 0 ENT _ w 1 , RIVERLAND PARCEL D PAT ON o , �I t27.00 L E 5/8 IRON ROAD WITH AP � I 15 C N i N 89 52 25 W 127.00 (P.B. 118 PG. 1) 1! J STAMPED N 89 52 25 W 461.48 MPED PRM L.B. #7741 , 5 20 70.20 �n � _ _ 0 FOUND -. - - - - UND PERMANENT 50.20 50.20 50.20 50. 784 ❑ E ENT REFERENCE MONUMENT 20 .. Q N N II n " O O e O � .- 5/8 o IRON ROD WITH 1.5 CAP m w I o to T _ T N to O Ih J 6375 S.F. co w I I- STAMPED PRML.B. #7741 _ w L � o - m m V t� o SET PERMANENT CONTROL POINT Q o , " LIMITS T N CO - w M � N 89 52 25 W " NAIL u N L WITH 1.25 DISK STAMPED P E PC L.B. #7741 J �- OF PLAT I , O - FOUND � 0 127.00 ND PERMANENT CONTROL POINT 1 O NAIL " L WITH 1.25 DISK STAMPED P I w E PCL.B. #7741 w w w w w x w L 900 o U E. - � DEL TA ANGLE r- LE ►n _ z I� �n � _ _ o 0 o TRACT L11 �n m ,n _ z, rn o rn o 783 _ N N _ .- AC. ACRES rn o rh o o ES rn rn o rn o _ cfl co 9 O _ _ _ 174 S.F. 6 905 904 903 ti ti N N N 902 901 0 N N � � O _ 1I O O O O o o N B.E. BUFFER EASEMENT o _o N N� �� o cD o c� o co o cfl o co ° M ° 6375 S.F: II ° N o N . N o N o On Fn - 6335 S.F. 6335 S.F. 6335 S.F. 6335 S.F. N CB CHORD BEARING o � o � � � 6517 S.F. 6657 S.F.S� � � 0 0 O o 0 0 o , S o v v� _ I I N _ 2 U.E. .A+ -I o " CH CHORD z z R DISTANCE z z z z' z � w N 89 52 25 W Ki ' CENTERLINE �n 127.00 a Cfl II rn rn D.B. DEED BOOK , w _ _ R 25.00 p- i . I I D.E. _ DRAINAGE EASEMENT o , " o o , W w 0 90 00 00 I D.S.E. -DRAINAGE SWALE EASEMENT O O O - _ o o _ o o .. _ L 39.27 782 co co L ARC LENGTH I _ m N Z Z ( _ O C7 _ 'Cr Cr L(i -0-2 L.A.E. LIMITED ACCESS EASEMENT - - - ---- - - - - -- - -� m � _ 6934 S.F. ►n z • , ' r r ►` _ -0 20 50.20 50.20 I 50.20 50.20 �? L.E. LANDSCAPE EASEMENT - - � - � 50.20 45.20 c3� W L.M.A.E. LAKE MAINTENANCE ACCESS EASEMENT o , „ , w W _ 0) N 89 52 25 W 6 Q _ Z 74.68 0 " m L.M.E. LAKE MAINTENANCE EASEMENT 1-1 N 89 52 25 W (` w N COMPASS POINT O N.R. NOT RADIAL DRIVE o t27 00 F- � i I w --� -- -- o W o " I cn N.R.T.R. -NOT RADIAL TO REAR N $9 52 25 W 724.68 V - - O - W - - - - _ Z v� N.T.S. NOT TO SCALE _ -�- RIVERLAND _ a a I_ I O m O.R.B. OFFICIAL RECORD BOOK (n _ o , O 7s 1 � PARCEL D - N TRACT A O to O.E. MAINTENANCE &ROOF OVERHANG EASEMENT i- w ; � oc � " P.B. - PLAT BOOK W ° I�� Q N 89 52 25 W 674.68 6934 S.F. PLAT ONE P.C.P. -PERMANENT CONTROL POINT cc , Q R G 50.20 50.20 50.20 E 50.20 50.20 50.20 4 .1 (..B. 118, PG. 1) PGS. -PAGES -� N 89 52 25 W a I P.O.B. -POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT � w = 127.00 R 25.00 I 12 U.E.- .A. I�t' R P.S.L.U.E. - PO U! a 0=90°00'00" PORT ST. LUCIE UTILITY EASEMENT o 39 L = .27 0 _ - N 20 P.S.M. PROFESSIONAL SURVEYOR AND MAPPER r.- 0 I N N 78o ' R _ RADIUS . I O - RIGHT-OF-WAY o o R/W RIGHT OF WAY w w w w w w w _ oro 6375 S.F.r' L.M.E. R ,� 2 U.E. R.A �-� cy TRACT "L11" S.F. -SQUARE FEET � x x 1'n O M O M O M O K O i� Q I� O W � i � o , n S.T. SURVEY TIE ti 04 qj)r- N 773 ti N 774 F_ �' 775 ti �! 776 ti 0! 777 ti N _ Q N 89 52 25 W U.E. - UTILITY EASEMENT O CO O 00 O O 00 O O 00 O O OD O O 00 O Oo N N N N N N co 778 I I if o ro 127.00' RAD - RADIAL LINE6436 S.F. 6436 S.F. 6436 S.F. 6436 S.F. 6436 S.F. 6436 S.F. o N 0 0 o O O O ti N o rn V w �i U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA z z z z z z z 8863 S.F. I I o o O Q I . I P.C. POINT OF CURVATURE o N 779 � o P.T. - PO O m N � INT OF TANGENCY z I- m o ' m P.R.C. - POINT OF REVERSE CURVATURE m 6375 S.F. _ �c, _ 1.61 _ _ 10 U.E. N o o P.N.R. POINT OF NON RADIAL INTERSECTION I N N I 25' 25, . , " P.R.I. - POINT OF RADIAL INTERSECTION N 89 52 25 W aCb\j P.C.C. - POINT OF COMPOUND CURVATURE - -b _:]L_ 50.20 50.20' 50.20' 50.20' 50.20' 50.20' 70.18' 127.00 o 25.00 25.00 14.00' �; N 89052'25" W 783.68' N N 00 .0735 " E N 89052'25" W 184.50, THIS INSTRUMENT WAS PREPARED BY } TRACT "oS 12" 8.00' o 1.56 AC: 8' P.S.L.U.E TRACT os12 TRACT "os12" PERRY C. WHITE P.S.M. 4213 STATE OF FLORIDA 1.56 AC. � � , & SAND _ _ _ _ HILLS SURVEYING, INC. --�- ---- -- ----_--�- -- --- - i-- 925.68' 8461 LAKE WORTH ROAD, SUITE 410 o LAKE WORTH, FLORIDA 33467 W N 89 52 25 W 1300.68 w w _ � LB 7741 o NORTH LINE OF E/W #3 R/W P.O.B. LIMI , S (O.R.B. 2972, PG. 802) SW MARSHALL PARKWAY SOUTHWEST CORNER OF OF PLAT (E/W #3 RIGHT_OF_WAY RIVERLAND PARCEL D - PLAT ONE O.R.B. 2972, PG. 802) (P.B. 118, PG. 1) (150' R/W) a 3 I � � SHEET 5 SHEET 4 SHEET 3 Z SH b � - � b - - SOUTH LINE OF SECTION 20 37 39 SHEE - - - - - - - - - - - - - - - - - - - - - - - `- - SHEET 6 T 14 NORTH LINE OF SECTION 29-37-39 SHEET 13 ,i SOUTH LINE OF E/W #3 R/W (O.R.B. 2972, PG. 802) SHEET 7 SHEET 12 SHEET 8 SHEET 11 SHEET 9 SHEET 10 71 E/W #3 KEY MAP N.T.S. SH0248 P23-152 SHEET 10 OF 14 PLAT BK 124 PG 11 r, i r Y CEL v v RLA D Pt PILA 2 BEING A R P E LAT OF ALL OF TRACT "OS591,RIVERLAND PARCEL D PLAT ONE AS RECORDED IN PLAT BOOK 118, PAGES 1 THROUGH 16 AND A PARCEL OF LAND LYING IN SECTION 20 TOWNS HIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA SHEET 11 OF -14 R 193.50 l oAB , R - O - E � � � 84 51f33" 2 D ,43 � L= 286.59 p s 20 40 80 120 ,4 P.R.C. g (� o c�22 , NO D 33 g8 ENE / SCALE: 1„ = 40, 12, 10454 S.F. / TRACT "L 11" ,36" / a` NEE ,2 0 M s � p 6 � o_ 20 EE l �56 (R " E CS tNR " E L 11.1R , 3 � .�-- ° 62 o L.M.E. ?2°25 ° ,2� / 69 5 , -� R=200.00 LEGEND. N 13 4' 2 / N 152g0 3 p2 2 7 z 5 \ \ A 37°34'29" 13 D '5 �. 2 // ,�8°58 4a - � ® -SET PERMANENT REFERENCE MONUMENT 863 0' v / D 6625 L=131.16 5/8" IRON ROAD WITH 1.5" CAP O • t� 1 / STAMPED PRM L.B. #7741 7 3 � � 796 ----- N 55 S.F. O O_ ❑ - FOUND PERMANENT REFERENCE MONUMENT ° " 8221 S.F. » „ ..r-•-- � ' 2 0?,2'( 5/8 IRON ROD WITH 1.5 CAP 3" E r" 54 STAMPED PRM L.B. #7741 °25 2 / / -56 I R " N 23 21 12 W - '(2 \ �- lNR ,50E RIVERLAND • - SET PERMANENT CONTROL POINT 155.13 r 20 / 0 13 / N i ,8 `' ' - NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 r \ 9 69 D , � 03 PARCEL D � \ 12 3 O - FOUND PERMANENT CONTROL POINT 13 \ cr \ P.R.C. ,• 15 ,5Z � PLAT ONE NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741 � » � � 864 �- � o � " TRACT ° 30� 0 795 ,51 (P.B. 118 PG. 1) A - DELTA ANGLE L19 33 0 0 °�� , D--4 41 \ , O ,0 AC. -ACRES =30• 7524 S.F. v ° 03 D g9 WATER MANAGEMENT: TRACT � D p 52 6603 S.F. ,22 Z \ ,1 L B.E. -BUFFER EASEMENT 2.00 ACRES 40.00 'OA INR0 202 ,49 CB - CHORD BEARING =105°08'30" °48 , „ E 12 w L , 3" E 69 12 e <j23 '(152 ° �Z °Fj55 =73.40 N 22• 2 2 � � � � �3 CH -CHORD DISTANCE N ? 0- \\ 6- x 7\ .P• N!0D,'0 q CENTERLINE r N �D.B. DEED BOOKo e5� 50 Q 84 D.E. -DRAINAGE EASEMENT _ � \ u ► u 2 794 D.S.E. DRAINAGE SWALE EASEMENT _ _ _ w p 0 2 0 L ARC LENGTH o = .00 r o rn v` ,15 , 239.29 � R 848 � ►► N » - 3.41 e D cr_ ►► Q o D TO 6575 S.F. ° » _ 17 L=12 u Q o .4g L.A.E. -LIMITED ACCESS EASEMENT N 89 52 25 W -� 0 8 20 r U, a ° , c,, 1. o o E L.E. LANDSCAPE EASEMENT - o e ?'56 57.10 30.25 I - $65 4 L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT I N `- m cn t� O c,� w N 75 , o LIMITSL.M.E. I t x � � N _ Z _ cr ` 00 -LAKE MAINTENANCE EASEMENT o u, s` D ` 27 rn �o d d _ 11104 S.F. ` 1 N.R. - NOT RADIAL om ocfl ern n a » � d � _ - , ° ° 152 OF PLAT d u Z P N cr v E• D-2 , N.R.T.R. NOT RADIAL TO REAR �n r` N rn u w -R•p` J1 . 10 56 o N o to a , = 8• ,. V E 5 N.T.S. -NOT TO SCALE II M II N 2 N „ 793 1- II Q �• e � ,"L " J 11 _1 866 cr N cr _ 0 52 O n _ z w N _ _ 01 TRACT L11 O.R.B. OFFICIAL RECORD BOOK I d O _2 , d w n v' D 6 7152 S.F. o z ` ` 4.0 O.E. MAINTENANCE &ROOF OVERHANG EASEMENT 3 -a N 6949 S.F. N , L=5 ° 867 N_ 1 11 -� : N - ► 1 P.B. PLAT BOOK r I= __ w s r In _ _ _ o 868 _ _ , u P.C.P. -PERMANENT CONTROL POINT n -� r� 7299 S.F. R-25.00 *p a �„ � o rn o o - o . iv � , E 871 - ( N 869 r e , _ , -- 0 4$ ti o 0 870 _ o O r- m P d=91 58 34 v' 49 PIGS. - PAGES o r` rn o 6g74 S.F. _ rn N 77 o r` o r` r ° N , / N N o N N 6874 S.F. �n N L=40.13 cr w 00 , E. P.O.B. POINT OF BEGINNING d 7252 S.F.SF. o � 7581 S.F. � � d � � � 127 �• o O I d r D c c o G. P.O.C. -POINT OF COMMENCEMENT z . R a IN m �� _ o . ► WESTERLY BOUNDARY OF _ z z z P.S.LU.E. PORT ST. LUCIE UTILITY EASEMENT coo � m � r Zr " - RIVERLAND PARCEL D PLAT ONE � b � m � `,' � ?o --' 55.5� � D 1 , »=2"0152 P.S.M. -PROFESSIONAL SURVEYOR AND MAPPER I O � Li O 6) � N 0)(0 N_ D �-� �� ►► q op152 792 D 6' (P - _ N -2 O =58.5 .B. 118, PG. 1) R RADIUS CL 20 D.E. N ti rn n _ m 5p 2p 4, z N D 06 L n� ,� u J » E 1138 N �`; L=54. 7152 S.F. R/W RIGHT-OF-WAY ,I II u ° 4 8°3638 ° A' S.F. SQUARE FEET W.to to a� a� �- N� pR1.A� - w w 00 - -RRAM 471' ��� 0'- cr o51'40" E S.T. -SURVEY TIE - 1 _- T e '38" E 16 _ N N' ' N 79 20' U.E. - UTILITY EASEMENT F ♦ 57.10 30.25 97 N 78 36 p0 ° 0, 57» L_ 195. cn N _ r 127 L M E• RAD -RADIAL LINE W N 89°52'25" W 383.45' R=975.00' =11 3 " II ° ,03» U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA W _1 52 _ I p 99 -�RAC'T 84' _ o 84' P.C. - POINT OF CURVATURE (.� (n = 1 °i30, 57" L=2� o '53" E 113 �, a cn " 791 L=53 1000.00 1 m O N 89 52 25 W 433.45 ' ' _1 52 P.T. -POINT OF TANGENCY ("W R CH=200.65' _ cNr N 78 3� 2� o 0 ° 70 _ _ - - 6575 S.F. W - CB N84°22' 07" P.R.C. -POINT OF REVERSE CURVATURE ' Q �50.22' W - L=49 P.N.R. - POINT OF NON -RADIAL INTERSECTION c .. q0157" =206.02'20g4�91°5834" o '43" E R=1652.00 P.R.I. - POINT OF RADIAL INTERSECTION v p=11 L - , - N 81 43 P.C.C. - POINT OF COMPOUND CURVATURE N 89°52'25" W 383.45' R-1025.00 L 40.13 D� 127.00' 16059 33 50,20' 20.00' 21.75' ---� r DD c N w c P 1°52'03" L=489.94 D u ro m it _ 11 ► cr 1 Z 'v,I I I _ e52'p3" 790 L_53.84 20' D.E. & oo rn �n �`; co u, �° `s? v! 0 895 _ 0 1 70, O 20' L.M.A.E. v o cn v Z to O L=49. 6575 S.F. THIS INSTRUMENT WAS PREPARED BY �_ �, Z o 8910 S.F. r� PERRY C. WHITE P.S.M. 4213 STATE OF FLORIDA °N L A O O Il j N J d W c0 894 N cr p a 6» E f , 0 0 4 4 z `0 w c'' O -�! s U.E. o D N 83 35 4 W '` Z 893 � L 6719 S.F. 10 �� �� SAND &HILLS SURVEYING, INC. N N N ° d 0 v 127.00 8461 LAKE WORTH ROAD SUITE 410 o w O 0 w m b � 892 0 0 6658 S.F. °„ -1 0 70 n - o e a rs N 891 0 O _ I I" m �' D I 1°52 03 o ti 0§� 8890oN 6671 S.F. c, » ° ' LAKE WORTH, FLORIDA 33467 o N '� U o M O o cr\'„ O d 6671 S.F. D U, r cn cr p_�°52 03 7$9 L=53.84 0 6375 S.F. o 6543 S.F. _ 6671 S.F. o D r v, I I oD s RIVERLAND Z o o Z r D r ,o IN Z,, a m_ o Z s L=49.70' 6575 S.F. LB-7741 o _ o II N I► j _ _ _ - v PARCEL D z z oo ins IU,�; v,cn ��, -o 11-63.8 a o I N852748 E PLAT ONE �n �n P cn w - .1- - ' � l ►► v ��-, ? _ �- - 50.20 - ° 6,38" E 127.58 w D� 127.00' (P.B. 118, PG. 1) n J `i J `° ? / r N T9 3 N .) I I Iv_ `° ._.-lo, U.E. d 4 t N I &=1°52'03" ` N 43°21'00" E UI a =2°36'17" I &=165Z'03" 788 50.20 20.00 21.75 w- N 10.75 L� O L=53.84' rn SHEET 5 SHEET 4 R=1152.00 3' 0 896 L=67.O L=49.70' SHEET 3 r N 89°52'25" W - LL! =1 p°04��051p= 202.4 m 43°10'52" 6575 S.F. Z SHEET2 252.25' 0L_22.6 7490 S.F. I U, R=30.00' '" in N 87°19'51" E 2» 0=0°5527 L=50.51'L-21.75' N 872720" E I I 127.00' SHEET 1q 20' SHEET 6 I I �2' U.E.-R.A. SHEET 13 127.00 2' U.E -R.A. -�+ �- e , » A=2°07'27" L.M.E. R=1348.00' A=2 07 27 787 L-61.24' TRACT "L 11" A=2°26'44" A=2°26'44" L=56.54 ° »-57.54' w 897 7479 S.F. p /� r� A-3 35 43 - L-62.96' TRACT "Lzl » L=84.59' p 7651 S.F. I I 25' 25' I CL20' D.E.. - WATER MANAGEMENT TRACT �" SHEET 7 SHEET 12 20' �! - I N 89°2T18" E 2.46 ACRES':. - - - 0 127.00' • I L.M.E. o o » N 89 54 04 E 2 - b 127.00' _ o A=0°40'17" 4017" P.T. e ,» °,» w w w L=17.8T 786 L=19.36' S 00007'35" W • N 00°0T35" E �=0 13 32 �=0 13 32 _ SHEET 8 SHEET 11 L=5.31' L=5.80' I I in 0 - in o 0 898 o M � � M I I 7324 S.F. 463.25' 78.85 N O N _ O N N_ t � 7341 S.F. M 00 N l o rr rn od �-►., o `� oo v oo N 89°52'25" W N 89°52'25" W I I z z z 127.00' 127.00' SHEET 9 SHEET 10 MATCH LINE J� Tum i (SEE SHEET 10) E/W #3 KEY MAP N.T.S. SH0248 P23-152 SHEET 11 OF 14 PLAT BK 124 PG 12 LR i , PIL r if E � _ Z 1 6EING A REPLAT OF ALL OF TRACT OS5 RIVERLAND PARCEL D PLAT ONE AS RECORDED IN h PLAT BOOK 118, PAGES 1 THROUGH 16, AND A PARCEL OF LAND LYING IN SECTION 20, TOWNSHIP 37 SOUTH, -RANGE 39 EAST CITY OF PORT ST. LUCIE ST. LUCIE COUNTY FLORIDA r SHEET 12 OF 14 0 8 20 40 80 120 CH LIN SCALE: 1„ = 40' MAT SHEET 13� (SEE N 7g°034 I •40'34" E ' ►�.. 127pp 127 .00' N T9 ' 2p ( 0 cr L M.E. \ o LEGEND: 20 o N S 10 19 26 E 1 N 10e19 W L.M.E. v' 2UE• 141.82' ® - 5' 8O6 SET PERMANENT REFERENCE MONUMENT 119.62' 0 0 6375 S.F. 26 6375 S.F. 25 cn�10 5/8" IRON ROAD WITH 1.5" CAP STAMPED PRM L.B. #7741 p /� » » N 7g°403 10' VET Z ? y o' Tg°40'34 E TRACT L 18 127.00 I o -� N T,00 13.05 P.C. ❑ -FOUND PERMANENT REFERENCE MONUMENT i 5/8" IRON ROD WITH 1.5" CAP WATER MANAGEMENT TRACT - 1° �" 12 TRACT "L11" STAMPED PRM L.B. #7741 . N No � p a, O �': » • - SET PERMANENT CONTROL POINT 1.72 ACRES 841 ' '\ rn nj 1 ' 805 10°4452 NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 L'37' ' O FOUND PERMANENT CONTROL POINT R=35.00' 6453 S.F. rn s �n i 6585 S.F. , _ ° " =44°4T y w w p A 100 27 01 4 6 R -► s ryR-200.00 NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 L=27 3 cN. " 13T.16 w N R T R �" II L 61.36 E , _ c� D _ o » A - DELTA ANGLE N 7g°4034 , '[ 2 vE. R•A N 7$°4125 E 0 53 49 36 . '. -77 90 -1 co � '� AC. -ACRES - © 130.46' _ B.E. BUFFER EASEMENT r N 46.19 _ ° 9" 4°43�5,I L 187.89 CB - CHORD BEARING 591 167.49 " .A• �o L 8 �T D 1-=51 �3 CH - CHORD DISTANCE N 89 52 25 W o 2' v E• R �� \ 8O4 - CENTERLINE 50.20' R �; - V, o ,42„ O WESTERLY BOUNDARY OF D.B. - DEED BOOK N o N 1�1 0 0 0 \ \ g°27 8161 S.F. D.E. -DRAINAGE EASEMENT o m o o D= L?p A5 \ RIVERLAND PARCEL D - PLAT ONE ti °i m N �� 2 Q R� (P.B. 1'8 PG. 1) D.S.E. - DRAINAGE SWALE EASEMENT . r (!A- Af-" E L ARC LENGTH ,n ii 2 \ \ c`' o� p 13 5 L.A.E. LIMITED ACCESS EASEMENT o Q c3+ \ N� �A�9A D N6o '5t�' T L.E. _ LANDSCAPE EASEMENT w w w o N 10291 S.F. �, �\ L �p LIMITS L.M.A.E. LAKE MAINTENANCE ACCESS EASEMENT R f -p w z 839 N N cs? cr L.M.E. -LAKE MAINTENANCE EASEMENT L _ _ 0 - \ �\ �, o 803 / OF PLAT RIVERLAND PARCEL D — N.R. NOT RADIAL 837 838 N 9159 S.F. f Z .31'S9, / / N.R.T.R. NOT RADIAL TO REAR �� r \ D 5 5! 9032 S.F. /' / Ag" P.R.C. PLAT ONE N.T.S. NOT TO SCALE o N 6335 S.F. ° 7235 S.F. R=25.00' \ r \ 1 ° 8 o o A=91°47'43" o �% N �' lN�' / -12 0 AO' (P.B. 118, PG. 1) O.R.B. - OFFICIAL RECORD BOOK L=40.05' 6, o Q 6 A� �6 / A2 ° tk'3$" O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT a N cs? a /N .�61 R /' -6 5 3A, P.B. -PLAT BOOK �; 6'- cr �'. / % D -23 - PERMANENT CONTROL POINT P.C.P. w o N� 802 6 PGS. PAGES O .'(5 � "� / 3„ E vp / -,�61 5, P.O.B. POINT OF BEGINNING N j -I 6°235 °25`Z, p5 2 9761 S.F. E 6 o P.O.0 - POINT OF COMMENCEMENT W 71' -� N 72 17a " E 96 ' �'i �N�. At! L _ P.S.L.U.E. -PORT ST. LUCIE UTILITY EASEMENT i_TS _►- 4 3 s s \ R 193.50 Z L50.20 58.61 _ L 75 00' gT' N 72°25 2 �� S 6A° A a$ /^� _ o » P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER H N 89°52'25" W 333.97' R ? 3" L-84' - `�= O N �9� ' 80 U 84 5133 R -RADIUS �, �=17 42 1 � \ 0 6'= Q � O � R/W -RIGHT-OF-WAY w LEMON BAY LANE N R=3oo;a0=92 -T0�''� " ��\ 10018 S.F. NR� �" E 5" L=286.59 S.F.0 _ N 89°52'25" W 381.18' A=17°42' 13 , "E ,23E°/���` °1"1 0, - SQUARE FEET =N819 T2°25 25 \ " 6!� .�p 16 5p0 S.T. SURVEY TIE W CB H=92-�'3 N 3 �- \ _ ,5g N �566 �,5 U.E. UTILITY EASEMENT W TRACT "A" ;� C _ �� p0, 42' Z / 25 R=25.00 ,'�5°2a 6 800 RAD RADIAL LINE Q N R 32 " =100 / R=25.00 ��-95 51 10 D ,37 O U. - - A „ ° 2 13 L _ ° , ` _ " E. R.A. UTILITY EASEMENT RESTRICTED ARE N 89 5225 W 332.24 A=17* D A-82 1621 2\ �o L 41.82 i 030,`'2 7315 S.F. P.C. - POINT OF CURVATURE 52.20' 52.10' I p o° L=35.90' Ns. !� \ % -5a 2$' INR� 5" P.T. - POINT OF TANGENCY — �� cr_ W \ D ,6� ° 80 P.R.C. - POINT OF REVERSE CURVATURE _Q Nam° mN� ��RP iJ�, R=60.00� 1' N662 5$ 32" p� TRACT "L11„ ti _ , v \ a; g3• .29' 2 P.N.R. - POINT OF NON -RADIAL INTERSECTION �. o -' cA 2 Z D�,6 5 (0 ME. P.R.I. POINT OF RADIAL INTERSECTION P.C.C. - POINT OF COMPOUND CURVATURE 2 N co " O w W w d zo 860 rn, o. WATER DANCE WAY s ° 0'36 7344 S.F. R R R `- o 11397 S.F. \ `L „ „ N \ ,55 2 6 _ N w o TRACT A N\ to 856 857 ti o 859 _ 01 N �NRaT E " 00 o ti D o ti 0 ti 858 a o 0 8001 S.F. o a°o�' ,40 THIS INSTRUMENT WAS PREPARED BY °, D �6 q2A PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA 00 6629 S.F. ©� 6617 S.F. 0 7551 S.F. .AA� 2 U-E.-R.A. N A9 Z z Z � 66i6�-� SAND & HILLS SURVEYING, INC. din, �d � �'� '� N 5a � 798 8461 LAKE WORTH ROAD SUITE 410 o to N r � g4 61 ��\ 11.35' R=25.00' o•. ' �t, / 9604 S.F. LAKE- WORTH, FLORIDA 33467 iv uaJ n J � � ' " ,,�673 `'`rv� V. A=94°19'12" ti 4 -- o=8°39'46" �' 12 �� L=41.15' 3e3N,55 LB-7741 A -42 1.1�225 lNR1 " ° -A 59 52.20' 52.10' L=68.34' I 861 44'33 \ i �cs �' ��Ns��` D 1'�45 lNR�20" W R_452_.00 91,N 89052'252.'L6661 S.F. N =9°14211.84' i Oss LN $ °2yp3 R 35.00 A=75045'45" 13282 ��3g" ��o� W_' 1. c\n SHEET 5 SHEET 4 SHEET 3 I L=46.28' ,Zp' p=1 g0 Ag' o.SHEET 2 M . 862 1' 6680 S.F. csl_ 25 TRACT "L 19» s -) R=1525.00' SHEET 6 SHEET l N 23021'12" W o INR, 3" E A=22°43'52" 4 WATER MANAGEMENT TRACT Q ° 52 SHEET 13 155.13 N-T22 p2 C L-605.01 2.00 ACRES + SHEET 7 SHEET 12 i. i E/W #3 KEY MAP- N.T.S. SH0248 P23-152 SHEET 12 OF 14 PLAT BK 124 PG 13 Lm" so . s= r: MINI e ,Ek ,. AM Z ( 1. BEING A REPEAT OF ALL OF TRACT OS5 ,RIVERLAND. PARCEL D PLAT ONE, AS RECORDED IN PLAT BOOK 118, PAGES 1 THROUGH 16, AND A PARCEL OF LAND LYING IN SECTION 20, TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA SHEET 13 OF 14 0 8 20 40 80 120 SCALE: 1 = 40' 5p,2p Mq LEGEND. T I 5 ($E �y - SET PERMANENT REFERENCE MONUMENT p'20' N �7°0 SHEET `I 2) 0 5/8" IRON ROAD WITH 1.5" CAP 66• 67 8�2» W , STAMPED PRM L.B. #7741 1p� 61 p - FOUND PERMANENT REFERENCE MONUMENT 25.00, 5/8" IRON ROD WITH 1.5" CAP 25, 25•00, STAMPED PRM L.B. #7741 "► 25, • - SET PERMANENT CONTROL POINT r O$j 7 a, / 0 127 , NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 'N �" h / 0p O - FOUND PERMANENT CONTROL POINT 6436 S.F. N 8�6 o / / NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741 2 A 6436 S.F. cd815 1/ I 8 4 A DELTA ANGLE N N O M 10 V E 6449 S.F. ' &� AC. - ACRES z 8340 S.F. I I ,� cov B.E. BUFFER EASEMENT N N 2, N 77°4g, " I ` CB -CHORD BEARING L z � U. E -R A. 12? pp? W �`` CH -CHORD DISTANCE o ' CL - CENTERLINE 50. p R=25.00' Q o m /o / D.B. - DEED BOOK o D.E. - DRAINAGE EASEMENT �+ 12 5138 W D.S.E. - DRAINAGE SWALE EASEMENT N ��°p8 ,�- 5�0' �' L=39.2T V W 813 �7 0 � » 0)W I I L - ARC LENGTH BIRp �2 W 434.8 '`�• 4 j Q � � 6375 S.F. 0 2p+ SONG 2' 10 ;r, ,� N 31 O C� 1 L.A.E. LIMITED ACCESS EASEMENT N 77°p8.22„ W 5A `� I / N 77°08,22,, `� L.INE L.E. - LANDSCAPE EASEMENT -`� 28,4?, N N N 1 W L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT 27. Qq L.M.E. - LAKE MAINTENANCE EASEMENT TRACT 'A"� 2 Ill N.R. - NOT RADIAL 77°0822., � TRACT "L 11" N.R.T.R. NOT RADIAL TO REAR W 4212o, I 8 2 N.T.S. - - NOT TO SCALE ~ O.R.B. - OFFICIAL RECORD BOOK -� N 20' Q � � 3 6934 S.F. O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT LIMITS N �7°0 22+� P.B. -PLAT BOOK P.C.P. - PERMANENT CONTROL POINT J R=25.0� O m / ! 12� pp. W "� OF PLAT PGS. - PAGES A=89045'40" W / P.O.B. -POINT OF BEGINNING L=39.1T ti I WESTERLY BOUNDARY OF P.O.C. - POINT OF COMMENCEMENT Q P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT 01 2' RA 3 °34, 811 co ro RIVERLAND PARCEL D PLAT ONE P.S.M. -PROFESSIONAL SURVEYOR AND MAPPER C\l847 cu 13.08• 7196 S.F. L (P.B. 118, PG. 1) R - RADIUS ,c 4_ 1°3 v6 R/W - RIGHT-OF-WAY 7778 S.F. ►� �' 25 25, N 78°43o2,, W L--9'58; 0„ S.T. - SUORVEY TIE UARE T co N 846 0 127.00' P.C. RIVERLAND PARCEL D - U.E. - UTILITY EASEMENT M Z 10143 S.F. ro coI I ' INE PLAT ONE U.E.AR•A. - - UTILITY LEASEMENT-RESTRICTED AREA M of L=68. , v n u c`n rN N 83 810=8°18 (P.B. 118, PG. 1) P.C. - POINT OF CURVATURE W d -' o c in c\i L=50.42$" P.T. - POINT OF TANGENCY c? °� 7572 S.F. P.R.C. - POINT OF REVERSE CURVATURE o o w 1 11 " o J I I P.N.R. - POINT OF NON -RADIAL INTERSECTIC N p- -1 N P.R.I. - POINT OF RADIAL INTERSECTION � v� _ N 87°o1'09" W _ P.C.C. - POINT OF COMPOUND CURVATURE" �_ _ _ 1 o R-348.00 _-- - - - - - - 127.0o' •43.83' - - - - - 83.29' - - w I I 230 11'04» ° (o ° _ N 88° 19'50" E 127.12' N a o N L=140.82' (N.RJ I ( ° ° ° p=8016' 13" 809=8° 16' 13" L\=4°52'03" A=5024'06" a a o a L=68.56' L=50.23' THIS INSTRUMENT WAS PREPARED BY 845 L-49.5o 7543 S.F.I I o 0 o I I 20' PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA L=55.39' o z o 6660 S.F. L.M.E. SAND & HILLS SURVEYING, INC. N 85040'09" E N 84° 4238„ E TRACT "L11" 8461 LAKE WORTH ROAD, SUITE 410 127.00' 127.00' I 10+ U.E. 0 5°02'04" LAKE WORTH, FLORIDA 33467 °19'22" _ °0VO4" L=30.58' LB-7741 _ 5 808 P.T. 5°19'22" 844 48.77' � �L=6o.57 6943 S.F. 10, U.E� ' 2, U E -R.A• 7636 S.F. N 8°2- -,3 E S 10019'26" E 0�4�„ _740 0 s 141.82' 27. 100 040�13" z ? 127 00 ai SHEET 5 SHEET 4 SHEET 3 p=0 Z o• �- cr z S " 0°40'13 ' c0 -a (� o HEET 2 o , 843 N �,� 807 7.63 - w 6447 S.F. I �' "•' cZ 0 6934 S.F. SHEET 6 SHEET 14 co " ^i 1 o m SHEET 13 m_ N 79,40+34 E w 9 1' N 79°40,34" 1 12T .D, E IN TGH ) SHEET 7 SHEET 12 MA EET 12 (SEE SN SHEET 8 SHEET 11 SHEET 9 SHEET 10 E/W #3 KEYMAP N.T.S. I !, SH0248 P23-152 SHEET 13 OF 14 j i PLAT BK 124 PG 14